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Home My WebLink About2023-0925 TRUSS CALCS (1)ROOF TRUSS CALCULATIONS Project Name:Fairfield @ Alberhill Ranch Project Number: RE1536 Jobsite Location: Lake Elsinore, CA E.O.R.: Swanson @ Associares Engineering Customer: Pulte Homes Design Engineer: DV Date: June 20, 2023 The bound truss drawings having an electronic seal and signature printed on each page have been reviewed and approved by the truss designer (truss design engineer). This review and approval applies solely to the attached truss design drawing pages that are bound together. Table of Content Certificate of Quality ANSI/TPI Standard Responsibilities ICCES ESR1118 Evaluation Report on ITW Connector Plates Inland Empire Truss Inc. General Truss Details BCSI-BCS B1 Summary Sheet Bracing Recommendations Truss Placement Plan Truss Drawings TPI 1-2014 REQUIREMENTS OF THE TRUSS DESIGNER AND MANUFACTURER2.3.5 Requirements of the Truss Designer. 2.3.5.1 Preparation of Truss Drawings.The Truss Designer is responsible for the preparation of the Truss Design Drawings based on the Truss design criteriaand requirements set forth in the Construction Documents or as otherwise set forth in writing by the BuildingDesigner as supplied to the Truss Designer by the Contractor through the Truss Manufacturer.2.3.5.2 Single Truss Component Design. The Truss Designer shall be responsible for the design, in accordance with this Standard, of each singular Trussdepicted on each Truss Design Drawing. 2.3.5.3 Truss Design Drawing Seal and SignatureWhere the Legal Requirements mandate a Registered Design Professional for buildings, each individual Truss Design Drawing shall bear the seal and signature of the Truss Designer.Exception: When a Cover/Truss Index Sheet is used, it is the only document required to be signed and sealed by theTruss Designer.2.3.5.4 Truss Placement Diagram. When the Truss Placement Diagram serves only as a guide for Truss installation, it does not require the seal of the Truss Designer. 2.3.5.5 Information on Truss Design Drawings. Truss Design Drawings shall include, at a minimum, the information specified below:(a) Building Code used for design, unless specified on Cover/Truss Index Sheet. (b) Slope or depth, span and spacing.(c) Location of all joints and support locations.(d) Number of plies if greater than one.(e) Required bearing widths.(f) Design loads as applicable, including1. Top Chord live load (for roof Trusses, this shall be the controlling case of live, snow or rainload);2. Top Chord dead load;3. Bottom Chord live load;4. Bottom Chord dead load;5. Additional loads and locations;6. Environmental load design criteria (wind speed, snow, rain, seismic, and all applicable factors as required to calculate the Truss loads); and7. Other lateral loads, including drag strut loads.(g) Adjustments to Wood Member and Metal Connector Plate design values for conditions of use. (h) Maximum reaction force and direction, including maximum uplift reaction forces where applicable.(i) Metal Connector Plate type, manufacturer, size, and thickness or gauge, and the dimensioned locationof each Metal Connector Plate except where symmetrically located relative to the joint interface.(j) Size, species and grade for each Wood Member.(k) Truss-to-Truss connection and Truss field assembly requirements.(l) Calculated span to deflection ratio and/or maximum vertical and horizontal deflection for live load andfor live plus dead load and as applicable per Section 7.6.(m) Maximum axial tension and compression forces in the Truss members. (n) Fabrication tolerance per Section 6.4.10.(o) Required Permanent Individual Truss Member Restraint Location.(p) Truss Designer 2.3.5.6 Responsibility Exemptions.The Truss Designer is responsible for items listed in Section 2.3.5 and is not responsible for the requirements of otherparties specified outside of Section 2.3.5. 2.3.6 Requirements of the Truss Manufacturer. 2.3.6.1 Truss Design Criteria and Requirements.The Truss Manufacturer shall obtain the Truss design criteria and requirements from the Construction Documents.2.3.6.2 Communication to Truss Design Engineer.The Truss Manufacturer shall communicate the truss design criteria and requirements to the Truss Designer.2.3.6.3 Alternate Truss Designs. If an alternative or partial set of truss design(s) is proposed either by the Truss Manufacturer or the Truss Designer, such alternative set of design(s) shall be sent to and reviewed by the Building Designer for the Building prior to manufacturing. Where the Legal Requirements mandate a Registered Design Professional for buildings, these alternative set of design(s) do not require the seal of the Truss Designer until accepted by the Building Designer, whereupon these alternative Truss Design Drawings shall be sealed by the Truss Designer. 2.3.6.4 Truss Placement Diagram. Where required by the Construction Documents or Contract, the Truss Manufacturer shall prepare the TrussPlacement Diagram that identifies the assumed location for each individually designated Truss and references the corresponding Truss Design Drawing. The Truss Placement Diagram shall be permitted to include identifying marks forother products including Structural Elements, so that they can be more easily identified by the Contractor during fielderection. When the Truss Placement Diagram serves only as a guide for Truss installation and requires no engineeringinput, it does not require the seal of any Registered Design Professional including in cases where the Legal Requirements mandate a Registered Design Professional for buildings.2.3.6.5 Required Documents.The Truss Manufacturer shall supply to the Contractor the Truss Submittal Package, including the Truss Design Drawings, a Truss Placement Diagram, if required by the Construction Documents or Contract, and the requiredPermanent Individual Truss Member Restraint location and the method to be used per Section2.3.6.6 Special Application Conditions.The Truss Manufacturer shall be allowed to provide detail drawings to the Contractor to document special applicationconditions.2.3.6.7 Truss Submittal Packages. Where required by the Construction Documents or Contract, Legal Requirements or the Building Official, the TrussManufacturer shall provide the appropriate Truss Submittal Package to one or more of the following: Building Official;Building Designer and/or Contractor for review and/or approval per Section 2.3.4.2.2.3.6.8 Reliance on Construction Documents. The Truss Manufacturer shall be permitted to rely on the accuracy and completeness of information furnished in theConstruction Documents or otherwise furnished in writing by the Building Designer and/or Contractor.2.3.6.9 Fabrication Tolerance.The Truss Manufacturer shall determine the value for the fabrication tolerance to be used in the design of the Trusses(see Section 6.4.10).2.3.6.10 Manufacturer Quality Criteria.The Truss Manufacturer shall manufacture the Trusses in accordance with the final Truss Design Drawings, using the quality criteria required by this Standard unless more stringent quality criteria is provided by the Owner in writing orthrough the Construction Documents.2.3.6.11 In-Plant Truss Inspections. Truss inspections, as required by the Jurisdiction, shall be performed at the manufacturer’s facility using the manufacturer’s In-Plan Quality Assurance Program monitored by an inspection agency approved by the Jurisdiction,and shall satisfy any Quality Control/quality assurance requirements for the Trusses and shall satisfy any designated in-plant special inspection requirements for the Trusses.2.3.6.12 Responsibility Exemptions.The Truss Manufacturer is responsible for items listed in Section 2.3.6, and is not responsible for the requirements of other parties specified outside of Section 2.3.6. DETAILDETAIL DETAIL DETAILDETAIL DETAILDETAIL DETAILDETAIL BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: BUILDINGJOB NAME:DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: ! " #$$% &' ()$$*)++,-#+) (.#*-)+,$# /' (.#*-)+,$ !!!0 !01 2 33 42-#567 42"6 8 "24"" 4 %$% %0$%0$$ %-0$0$ 9:;#)%$$$% <2 +,# !"# $$ $ !# #0$$ % &' 3 3 1= 1 3 3 3 ) 33 !(3* . (3*0 #+0%-0-0.%+ %#+0%-0--$0%%.$ -#+0%-0--$0%+#$ %#+0%-0--$0--- - #+0%-0--$0-%)$ ##+0%-0--$0+)- +#+0%-0--0##++ #)#+0%-0--%0$%#$ + .#+0%-0-)0$)+$ )$#+0%-0---0)#$ #+0%-0---0#)#$ %#+0%-0--0$$+-+ -#+0%-0--0- 6 #+0%-0--0$)+ 2 #+0%-0--#0%$$+ ##+0%-0--#0%#%+ +#+0%-0--+0$+%- )#+0%-0--+0+$ > .#+0%-0--+0%$)$ ;%$#+0%-0--+0%+%$ " %#+0%-0--+0$%+$ ?%%#+0%-0--+0.- %-#+0%-0--)0$#-#+ &%#+0%-0--)0++#- : %#+0%-0--.0$$#.+ 4 %##+0%-0--.0%$#+ < %+#+0%-0-.0).$ %)#+0%-0$-0-$$ %.#+0%-0-$0$)$ -$#+0%-0-$0%-$$ % -#+0%-0-$0%%$ --%#+0%-0-$0-%-+ --#+0%-0-0$$ -#+0%-0-%0)$- -#+0%-0-%0%--)+ 6 -##+0%-0$#0+-)- 6 -+#+0%-0-%0+)%+ 6%-)#+0%-0--0$$- 6 -.#+0%-0--0$- 2 $#+0%-0$0%%$ 2 #+0%-0--0-.$+ 2%%#+0%-0--0%$ 2 -#+0%-0-0%- #+0%-0%$0$.$$ % #+0%-0.0$%$ %##+0%-0%$0)).$ %% +#+0%-0%0)+$ %-)#+0%-0%0#$+- % .#+0%-0%0)++ %$#+0%-0%-0%)%)- %# @A629BC CA"D' <BC General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed, and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 #%NOSEAL?$ General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. FRT-PR = ProWood Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 #%NOSEAL?$ References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175;www.awc.org. 2. ICC: International Code Council;www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL 60025;www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601;www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcacomponents.com. Page 3 of 3 #%NOSEAL?$ **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) M14,M15,M16,M17, M18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 152 /- /- /63 /- /58 B /-478 BD /-305 BC /-243 AJ /-457 Wind reactions based on MWFRS B Brg Wid = 540 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1388 -1444 L - P 590 - 600 Chords Tens. Comp. S - Z 540 -545 Z -AJ 1338 - 1389 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BD 1342 -1332 BD-BC 1336 -1335 Chords Tens. Comp. BC-AY 1206 -1212 AY-AJ 1262 -1242 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P -BC 370 -422 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. BD- P 326 - 383 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 AJ 999 240 VERT(CL): 0.005 AJ 999 180 HORZ(LL): -0.035 T - - HORZ(TL): 0.067 T - - Creep Factor: 2.0 Max TC CSI: 0.249 Max BC CSI: 0.252 Max Web CSI: 0.467 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A Ply: 1SEQN: 10867 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T9 DrwNo: 167.23.1355.14927 RDF / RTT 06/16/2023 M14 M15 M16 M17 M18 45' 2'6" 1'4" (TYP) 22'6" 22'6" 45' 22'6" 45' 45'1'2"1'2" 4"19'8"910'2"2(a)(a)(a)(a) (a) A B L P S Z AJ AK AYBCBD 5 12 3X6(A1) 1.5X4 1.5X4 3X61.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X41.5X4 3X4 H0510 1.5X41.5X4 1.5X4 5X6 1.5X41.5X4 1.5X4 5X6 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X43X6 1.5X4 1.5X4 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) M14,M15,M16,M17, M18 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 152 /- /- /63 /- /58 B /-478 BD /-305 BC /-243 AJ /-457 Wind reactions based on MWFRS B Brg Wid = 540 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1388 -1444 L - P 590 - 600 Chords Tens. Comp. S - Z 540 -545 Z -AJ 1338 - 1389 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BD 1342 -1332 BD-BC 1336 -1335 Chords Tens. Comp. BC-AY 1206 -1212 AY-AJ 1262 -1242 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P -BC 370 -422 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. BD- P 326 - 383 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 AJ 999 240 VERT(CL): 0.005 AJ 999 180 HORZ(LL): -0.035 T - - HORZ(TL): 0.067 T - - Creep Factor: 2.0 Max TC CSI: 0.249 Max BC CSI: 0.252 Max Web CSI: 0.467 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A Ply: 1SEQN: 10867 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T9 DrwNo: 167.23.1355.14927 RDF / RTT 06/16/2023 M14 M15 M16 M17 M18 45' 2'6" 1'4" (TYP) 22'6" 22'6" 45' 22'6" 45' 45'1'2"1'2" 4"19'8"910'2"2(a)(a)(a)(a) (a) A B L P S Z AJ AK AYBCBD 5 12 3X6(A1) 1.5X4 1.5X4 3X61.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X41.5X4 3X4 H0510 1.5X41.5X4 1.5X4 5X6 1.5X41.5X4 1.5X4 5X6 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X43X6 1.5X4 1.5X4 3X6(A1) $%Lbl:A?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2600 # ( 57.79 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2600 57.79 TC 0.00 45.00 2600 BC 19.69 Case 2: 2600 57.79 TC 0.00 45.00 1149 58.78 BC 0.15 19.69 294 58.78 BC 20.00 25.00 1157 58.78 BC 25.17 44.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A Ply: 1 Qty: 1 SEQN: 10867 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T9 DrwNo: 167.23.1355.14927 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2600 # ( 57.79 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2600 57.79 TC 0.00 45.00 2600 BC 19.69 Case 2: 2600 57.79 TC 0.00 45.00 1149 58.78 BC 0.15 19.69 294 58.78 BC 20.00 25.00 1157 58.78 BC 25.17 44.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A Ply: 1 Qty: 1 SEQN: 10867 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T9 DrwNo: 167.23.1355.14927 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B1 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); W7,W8,W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (++) - This plate works for both joints covered. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1139 /- /- /677 /- /159 V 1309 /- /- /781 /- /- S 1046 /- /- /559 /- /- N 1310 /- /- /811 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) V Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 1.5 (Truss) N Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & N are a rigid surface. Bearings V & S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 19 -2003 C - D 51 - 1708 D - E 74 - 1158 E - F 80 -1308 F - G 108 - 1300 G - H 160 - 1239 Chords Tens. Comp. H - I 155 -1296 I - J 122 -1793 J - K 84 -1619 K - L 73 -1742 L - M 33 - 2491 M - N 0 -2515 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1793 0 X - W 1161 0 W - V 1161 0 V - U 1162 0 U - T 1131 0 Chords Tens. Comp. T - S 1210 0 S - R 1210 0 R - Q 1210 0 Q - P 1717 0 P - N 2262 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 64 -502 X - D 629 0 Y - E 10 -605 V - Y 4 -1064 H - T 385 - 30 I -AA 580 -14 Webs Tens. Comp. AA- J 50 -596 AA- Q 661 -15 S -AA 50 -755 Q - L 64 -525 L - P 759 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.120 I 999 240 VERT(CL): 0.260 I 773 180 HORZ(LL): 0.064 J - - HORZ(TL): 0.139 J - - Creep Factor: 2.0 Max TC CSI: 0.947 Max BC CSI: 0.958 Max Web CSI: 0.909 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A1 Ply: 1SEQN: 5883 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T168 DrwNo: 167.23.1330.22940 RDF / RTT 06/16/2023 B1 W3 W7 W8 W10 13'4"4 16'9"8 14'10"4 5'7"8 5'7"8 11'3" 5'7"8 13'4"4 2'1"4 16'9"8 3'5"4 22'6" 5'8"8 27'4"6 4'10"6 30'1"12 2'9"6 35'4"14 5'3"2 45' 9'7"2 7'6" 7'6" 15'6" 8' 24'3"3 8'9"3 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a) A B C D EF G H I J K L M N O PQRSTUVWX Y AA 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 1.5X4 1.5X4 1.5X4 H0510(++) 3X4 3X4 5X6 3X8 3X4 1.5X4 1.5X4 1.5X4 1.5X4 3X6 3X6 3X4 3X4 3X4 1.5X3 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B1 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W3 2x4 DF-L #1&Bet.(g); W7,W8,W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (++) - This plate works for both joints covered. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1139 /- /- /677 /- /159 V 1309 /- /- /781 /- /- S 1046 /- /- /559 /- /- N 1310 /- /- /811 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) V Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 1.5 (Truss) N Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & N are a rigid surface. Bearings V & S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 19 -2003 C - D 51 - 1708 D - E 74 - 1158 E - F 80 -1308 F - G 108 - 1300 G - H 160 - 1239 Chords Tens. Comp. H - I 155 -1296 I - J 122 -1793 J - K 84 -1619 K - L 73 -1742 L - M 33 - 2491 M - N 0 -2515 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1793 0 X - W 1161 0 W - V 1161 0 V - U 1162 0 U - T 1131 0 Chords Tens. Comp. T - S 1210 0 S - R 1210 0 R - Q 1210 0 Q - P 1717 0 P - N 2262 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 64 -502 X - D 629 0 Y - E 10 -605 V - Y 4 -1064 H - T 385 - 30 I -AA 580 -14 Webs Tens. Comp. AA- J 50 -596 AA- Q 661 -15 S -AA 50 -755 Q - L 64 -525 L - P 759 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.120 I 999 240 VERT(CL): 0.260 I 773 180 HORZ(LL): 0.064 J - - HORZ(TL): 0.139 J - - Creep Factor: 2.0 Max TC CSI: 0.947 Max BC CSI: 0.958 Max Web CSI: 0.909 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A1 Ply: 1SEQN: 5883 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T168 DrwNo: 167.23.1330.22940 RDF / RTT 06/16/2023 B1 W3 W7 W8 W10 13'4"4 16'9"8 14'10"4 5'7"8 5'7"8 11'3" 5'7"8 13'4"4 2'1"4 16'9"8 3'5"4 22'6" 5'8"8 27'4"6 4'10"6 30'1"12 2'9"6 35'4"14 5'3"2 45' 9'7"2 7'6" 7'6" 15'6" 8' 24'3"3 8'9"3 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a) A B C D EF G H I J K L M N O PQRSTUVWX Y AA 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 1.5X4 1.5X4 1.5X4 H0510(++) 3X4 3X4 5X6 3X8 3X4 1.5X4 1.5X4 1.5X4 1.5X4 3X6 3X6 3X4 3X4 3X4 1.5X3 3X6(A1) $%Lbl:A1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3, T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) B3 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5, W6 2x4 DF-L #2(g); W8 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2146 /- /- /1264 /- /159 Q 741 /- /- /377 /- /- L 1902 /- /- /1134 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.3 (Truss) Q Brg Wid = 3.5 Min Req = 1.5 (Truss) L Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & L are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 23 -4495 C - D 56 - 4236 D - E 87 - 3446 E - F 116 -3374 F - G 180 - 2317 Chords Tens. Comp. G - H 188 -2638 H - I 171 -3182 I - J 134 -3305 J - K 77 -3874 K - L 22 -3939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 4074 0 U - T 3562 0 T - S 3562 0 S - R 2962 0 R - Q 2571 0 Chords Tens. Comp. Q - P 2580 0 P - O 2580 0 O - N 3158 0 N - L 3559 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 65 -376 U - D 611 0 D - S 53 -682 S - F 818 0 F - R 61 - 1229 G - R 1496 - 58 Webs Tens. Comp. R - H 123 - 579 H - V 566 -29 V - O 706 -31 O - J 79 -710 J - N 665 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.252 S 999 240 VERT(CL): 0.546 S 658 180 HORZ(LL): 0.087 L - - HORZ(TL): 0.189 L - - Creep Factor: 2.0 Max TC CSI: 0.762 Max BC CSI: 0.938 Max Web CSI: 0.907 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A2 Ply: 1SEQN: 5886 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T167 DrwNo: 167.23.1330.27560 RDF / RTT 06/16/2023 T3 T4 B3 W5 W6 W8 30'1"12 14'10"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'4"14 8'0"8 45' 9'7"2 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a) A B C D E F G H I J K L M NOPQRSTU V 5 12 4X8(A2) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 4X8 3X4 1.5X4 1.5X4 3X6 H0308 3X4 3X4 3X4 1.5X3 3X10(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3, T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) B3 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5, W6 2x4 DF-L #2(g); W8 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2146 /- /- /1264 /- /159 Q 741 /- /- /377 /- /- L 1902 /- /- /1134 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.3 (Truss) Q Brg Wid = 3.5 Min Req = 1.5 (Truss) L Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & L are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 23 -4495 C - D 56 - 4236 D - E 87 - 3446 E - F 116 -3374 F - G 180 - 2317 Chords Tens. Comp. G - H 188 -2638 H - I 171 -3182 I - J 134 -3305 J - K 77 -3874 K - L 22 -3939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 4074 0 U - T 3562 0 T - S 3562 0 S - R 2962 0 R - Q 2571 0 Chords Tens. Comp. Q - P 2580 0 P - O 2580 0 O - N 3158 0 N - L 3559 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - U 65 -376 U - D 611 0 D - S 53 -682 S - F 818 0 F - R 61 - 1229 G - R 1496 - 58 Webs Tens. Comp. R - H 123 - 579 H - V 566 -29 V - O 706 -31 O - J 79 -710 J - N 665 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.252 S 999 240 VERT(CL): 0.546 S 658 180 HORZ(LL): 0.087 L - - HORZ(TL): 0.189 L - - Creep Factor: 2.0 Max TC CSI: 0.762 Max BC CSI: 0.938 Max Web CSI: 0.907 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A2 Ply: 1SEQN: 5886 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T167 DrwNo: 167.23.1330.27560 RDF / RTT 06/16/2023 T3 T4 B3 W5 W6 W8 30'1"12 14'10"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'4"14 8'0"8 45' 9'7"2 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a) A B C D E F G H I J K L M NOPQRSTU V 5 12 4X8(A2) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 4X8 3X4 1.5X4 1.5X4 3X6 H0308 3X4 3X4 3X4 1.5X3 3X10(A1) $%Lbl:a2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T1 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); W9 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (++) - This plate works for both joints covered. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1790 /- /- /1068 /- /159 P 2743 /- /- /1488 /- /- M 418 /- /- /231 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.9 (Truss) P Brg Wid = 3.5 Min Req = 2.6 (Truss) M Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & M are a rigid surface. Bearing P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3620 C - D 27 - 3337 D - E 61 - 2497 E - F 90 -2426 F - G 151 - 1436 Chords Tens. Comp. G - H 150 -1580 H - I 432 0 J - K 617 0 K - L 388 -237 L - M 381 - 244 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 3269 0 V - U 2732 0 U - T 2732 0 T - S 2118 0 Chords Tens. Comp. S - R 1206 0 R - Q 1206 0 Q - P 114 - 598 P - O 114 -599 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 66 -392 V - W 619 0 D - W 531 0 W - T 51 - 718 T - F 760 0 F - S 64 - 1188 G - S 716 - 30 S - H 483 0 Webs Tens. Comp. H - Q 2 -2198 Q - X 1651 0 X - P 0 -2453 X - K 579 0 J - X 79 -1176 K - O 735 -15 O - L 53 -417 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.142 D 999 240 VERT(CL): 0.305 D 999 180 HORZ(LL): 0.047 Q - - HORZ(TL): 0.103 Q - - Creep Factor: 2.0 Max TC CSI: 0.861 Max BC CSI: 0.938 Max Web CSI: 0.944 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A3 Ply: 1SEQN: 5889 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T166 DrwNo: 167.23.1330.31433 RDF / RTT 06/16/2023 T1 B2 W5 W6 W8 W9 34'10"4 10'1"12 5'7"8 5'7"8 11'3" 5'7"8 11'4"3 1"4 16'9"8 5'5"5 22'6" 5'8"8 27'4"6 4'10"6 34'10"4 7'5"14 35'5"7 7"3 40'0"15 4'7"9 45' 4'11"1 7'8"7 7'8"7 15'8"7 8' 24'3"3 8'6"12 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a)(a) A B C D E F G H I J K L M N OPQRSTUV W X 5 12 3X10(A1) 1.5X3 3X4 3X4(++) H0308 3X6 3X4 4X4 5X6 4X8 3X10 3X6 3X6 4X6 3X63X4 1.5X4 3X43X4 3X4 1.5X3 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T1 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); W9 2x4 DF-L #1&Bet.(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (++) - This plate works for both joints covered. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1790 /- /- /1068 /- /159 P 2743 /- /- /1488 /- /- M 418 /- /- /231 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.9 (Truss) P Brg Wid = 3.5 Min Req = 2.6 (Truss) M Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & M are a rigid surface. Bearing P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3620 C - D 27 - 3337 D - E 61 - 2497 E - F 90 -2426 F - G 151 - 1436 Chords Tens. Comp. G - H 150 -1580 H - I 432 0 J - K 617 0 K - L 388 -237 L - M 381 - 244 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 3269 0 V - U 2732 0 U - T 2732 0 T - S 2118 0 Chords Tens. Comp. S - R 1206 0 R - Q 1206 0 Q - P 114 - 598 P - O 114 -599 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 66 -392 V - W 619 0 D - W 531 0 W - T 51 - 718 T - F 760 0 F - S 64 - 1188 G - S 716 - 30 S - H 483 0 Webs Tens. Comp. H - Q 2 -2198 Q - X 1651 0 X - P 0 -2453 X - K 579 0 J - X 79 -1176 K - O 735 -15 O - L 53 -417 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.142 D 999 240 VERT(CL): 0.305 D 999 180 HORZ(LL): 0.047 Q - - HORZ(TL): 0.103 Q - - Creep Factor: 2.0 Max TC CSI: 0.861 Max BC CSI: 0.938 Max Web CSI: 0.944 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A3 Ply: 1SEQN: 5889 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T166 DrwNo: 167.23.1330.31433 RDF / RTT 06/16/2023 T1 B2 W5 W6 W8 W9 34'10"4 10'1"12 5'7"8 5'7"8 11'3" 5'7"8 11'4"3 1"4 16'9"8 5'5"5 22'6" 5'8"8 27'4"6 4'10"6 34'10"4 7'5"14 35'5"7 7"3 40'0"15 4'7"9 45' 4'11"1 7'8"7 7'8"7 15'8"7 8' 24'3"3 8'6"12 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a)(a) A B C D E F G H I J K L M N OPQRSTUV W X 5 12 3X10(A1) 1.5X3 3X4 3X4(++) H0308 3X6 3X4 4X4 5X6 4X8 3X10 3X6 3X6 4X6 3X63X4 1.5X4 3X43X4 3X4 1.5X3 3X6(A1) $%Lbl:A3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /572 /- /159 Q 3348 /- /- /1780 /- /- L 708 /- /- /438 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) Q Brg Wid = 3.5 Min Req = 3.2 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 16 -1541 C - D 48 - 1267 F - G 1125 0 Chords Tens. Comp. G - H 1366 0 J - K 50 -935 K - L 0 -977 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1361 0 T - S 744 - 34 S - R 744 -34 Q - P 109 - 823 Chords Tens. Comp. P - O 109 -823 O - N 444 - 145 N - L 845 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 66 -429 T - D 680 0 D - R 50 -711 R - F 769 0 F - Q 75 - 1232 Webs Tens. Comp. G - Q 0 -1234 Q - H 119 -1048 H - O 1176 0 O - J 83 -677 J - N 686 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.036 T 999 240 VERT(CL): 0.090 T 999 180 HORZ(LL): 0.009 C - - HORZ(TL): 0.023 C - - Creep Factor: 2.0 Max TC CSI: 0.606 Max BC CSI: 0.762 Max Web CSI: 0.539 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A4 Ply: 1SEQN: 5892 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T169 DrwNo: 167.23.1330.35280 RDF / RTT 06/16/2023 T3 W5 W6 W8 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'4"14 8'0"8 45' 9'7"2 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRST 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 3X10 3X6 H0308 3X6 4X4 3X4 3X4 1.5X3 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /572 /- /159 Q 3348 /- /- /1780 /- /- L 708 /- /- /438 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) Q Brg Wid = 3.5 Min Req = 3.2 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 16 -1541 C - D 48 - 1267 F - G 1125 0 Chords Tens. Comp. G - H 1366 0 J - K 50 -935 K - L 0 -977 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1361 0 T - S 744 - 34 S - R 744 -34 Q - P 109 - 823 Chords Tens. Comp. P - O 109 -823 O - N 444 - 145 N - L 845 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 66 -429 T - D 680 0 D - R 50 -711 R - F 769 0 F - Q 75 - 1232 Webs Tens. Comp. G - Q 0 -1234 Q - H 119 -1048 H - O 1176 0 O - J 83 -677 J - N 686 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.036 T 999 240 VERT(CL): 0.090 T 999 180 HORZ(LL): 0.009 C - - HORZ(TL): 0.023 C - - Creep Factor: 2.0 Max TC CSI: 0.606 Max BC CSI: 0.762 Max Web CSI: 0.539 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A4 Ply: 1SEQN: 5892 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T169 DrwNo: 167.23.1330.35280 RDF / RTT 06/16/2023 T3 W5 W6 W8 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'4"14 8'0"8 45' 9'7"2 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 34'2"5 9'11"3 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"19'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRST 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 3X10 3X6 H0308 3X6 4X4 3X4 3X4 1.5X3 3X6(A1) $%Lbl:A4?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) B3 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 104 plf at -1.28 to 104 plf at 46.28 BC: From 6 plf at -1.28 to 6 plf at 0.00 BC: From 21 plf at 0.00 to 21 plf at 45.00 BC: From 6 plf at 45.00 to 6 plf at 46.28 PLB: From 53 plf at 16.31 to 53 plf at 20.16 BC: 90 lb Conc. Load at 28.46 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 24.167' 1 13" 8 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1244 /- /- /743 /- /209 S 4280 /- /0 /2354 /- /- L 903 /- /- /569 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = - L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 31 -2014 C - D 73 - 1654 D - E 176 - 482 E - F 239 - 388 F - G 1500 0 Chords Tens. Comp. G - H 1820 0 H - I 558 - 221 I - J 478 - 383 J - K 74 -1183 K - L 6 -1239 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1779 0 V - U 974 -50 U - T 974 - 50 S - R 131 -1122 R - S 178 - 1642 Chords Tens. Comp. R - Q 710 -1927 Q - P 131 -1122 P - O 131 -1122 O - N 491 - 290 N - L 1068 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 87 -566 V - D 797 0 D - T 66 -927 T - F 1037 0 F - S 96 - 1643 G - S 0 -1639 Webs Tens. Comp. S - H 157 -1334 H - O 1447 0 O - J 106 - 911 J - N 788 -3 N - K 62 -381 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 31.5 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046 V 999 240 VERT(CL): 0.281 Q 874 180 HORZ(LL): 0.012 C - - HORZ(TL): 0.033 S - - Creep Factor: 2.0 Max TC CSI: 0.910 Max BC CSI: 0.980 Max Web CSI: 0.719 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A5 Ply: 1SEQN: 5898 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T170 DrwNo: 167.23.1330.51783 RDF / RTT 06/16/2023 T3 B3 W5 W6 W8 BL1 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'5"7 8'1" 40'2"11 4'9"5 45' 4'9"5 7'6" 7'6" 15'6" 8' 24'4"15 8'10"15 25'10"14 1'5"15 30'10"14 5' 32'6" 1'7"2 34'2"5 1'8"5 40'2"11 6'0"6 45' 4'9"51'2"1'2" 4"13"89'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRSTUV 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X6 5X6 4X10 3X4 4X6 3X41.5X3 3X6 H0308 3X6 4X6 3X4 3X4 1.5X3 3X6(A1) 28'5"8 90# 16'6"8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) B3 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 104 plf at -1.28 to 104 plf at 46.28 BC: From 6 plf at -1.28 to 6 plf at 0.00 BC: From 21 plf at 0.00 to 21 plf at 45.00 BC: From 6 plf at 45.00 to 6 plf at 46.28 PLB: From 53 plf at 16.31 to 53 plf at 20.16 BC: 90 lb Conc. Load at 28.46 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 24.167' 1 13" 8 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1244 /- /- /743 /- /209 S 4280 /- /0 /2354 /- /- L 903 /- /- /569 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = - L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 31 -2014 C - D 73 - 1654 D - E 176 - 482 E - F 239 - 388 F - G 1500 0 Chords Tens. Comp. G - H 1820 0 H - I 558 - 221 I - J 478 - 383 J - K 74 -1183 K - L 6 -1239 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1779 0 V - U 974 -50 U - T 974 - 50 S - R 131 -1122 R - S 178 - 1642 Chords Tens. Comp. R - Q 710 -1927 Q - P 131 -1122 P - O 131 -1122 O - N 491 - 290 N - L 1068 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 87 -566 V - D 797 0 D - T 66 -927 T - F 1037 0 F - S 96 - 1643 G - S 0 -1639 Webs Tens. Comp. S - H 157 -1334 H - O 1447 0 O - J 106 - 911 J - N 788 -3 N - K 62 -381 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 31.5 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046 V 999 240 VERT(CL): 0.281 Q 874 180 HORZ(LL): 0.012 C - - HORZ(TL): 0.033 S - - Creep Factor: 2.0 Max TC CSI: 0.910 Max BC CSI: 0.980 Max Web CSI: 0.719 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A5 Ply: 1SEQN: 5898 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T170 DrwNo: 167.23.1330.51783 RDF / RTT 06/16/2023 T3 B3 W5 W6 W8 BL1 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'5"7 8'1" 40'2"11 4'9"5 45' 4'9"5 7'6" 7'6" 15'6" 8' 24'4"15 8'10"15 25'10"14 1'5"15 30'10"14 5' 32'6" 1'7"2 34'2"5 1'8"5 40'2"11 6'0"6 45' 4'9"51'2"1'2" 4"13"89'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRSTUV 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X6 5X6 4X10 3X4 4X6 3X41.5X3 3X6 H0308 3X6 4X6 3X4 3X4 1.5X3 3X6(A1) 28'5"8 90# 16'6"8 $%Lbl:a5?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Minimum Required bearing length for support points with bearing plates (BP) and/or bearing blocks (BLn) is equal to the nominal Brg Width shown. WARNING: 20 psf additional bottom chord live load check has been modified WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A5 Ply: 1 Qty: 1 SEQN: 5898 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T170 DrwNo: 167.23.1330.51783 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Minimum Required bearing length for support points with bearing plates (BP) and/or bearing blocks (BLn) is equal to the nominal Brg Width shown. WARNING: 20 psf additional bottom chord live load check has been modified WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A5 Ply: 1 Qty: 1 SEQN: 5898 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T170 DrwNo: 167.23.1330.51783 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B3 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 46.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 45.00 BC: From 4 plf at 45.00 to 4 plf at 46.28 BC: From 40 plf at 16.31 to 40 plf at 20.16 BC: 90 lb Conc. Load at 28.25 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: 20 psf additional bottom chord live load check has been modified WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /568 /- /159 S 3276 /- /0 /1788 /- /- L 691 /- /- /435 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 22 -1538 C - D 54 - 1264 F - G 1138 0 G - H 1382 0 Chords Tens. Comp. H - I 410 - 181 J - K 55 -908 K - L 0 -951 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1359 0 V - U 746 -37 U - T 746 - 37 S - R 102 - 849 R - S 273 - 1348 Chords Tens. Comp. R - Q 768 -1659 Q - P 102 - 849 P - O 102 -849 O - N 386 - 207 N - L 820 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 66 -431 V - D 681 0 D - T 50 -707 T - F 789 0 F - S 73 - 1251 Webs Tens. Comp. G - S 0 -1247 S - H 120 -1019 H - O 1116 0 O - J 81 -695 J - N 680 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.038 Q 999 240 VERT(CL): 0.263 Q 932 180 HORZ(LL): 0.009 C - - HORZ(TL): 0.026 S - - Creep Factor: 2.0 Max TC CSI: 0.916 Max BC CSI: 0.919 Max Web CSI: 0.547 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A6 Ply: 1SEQN: 5896 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T5 DrwNo: 167.23.1331.46677 RDF / RTT 06/16/2023 B3 W5 W6 W8 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'5"7 8'1" 45' 9'6"9 7'6" 7'6" 15'6" 8' 24'3"3 8'9"3 25'10"14 1'7"11 30'10"14 5' 32'6" 1'7"2 34'4"12 1'10"12 40'0"15 5'8"3 45' 4'11"11'2"1'2" 4"13"89'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRSTUV 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 3X10 3X4 3X6 2X31.5X3 3X6 H0308 3X6 4X4 3X4 3X4 1.5X3 3X6(A1) 28'3" 90# 16'9" **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B3 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 46.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 45.00 BC: From 4 plf at 45.00 to 4 plf at 46.28 BC: From 40 plf at 16.31 to 40 plf at 20.16 BC: 90 lb Conc. Load at 28.25 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: 20 psf additional bottom chord live load check has been modified WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /568 /- /159 S 3276 /- /0 /1788 /- /- L 691 /- /- /435 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 22 -1538 C - D 54 - 1264 F - G 1138 0 G - H 1382 0 Chords Tens. Comp. H - I 410 - 181 J - K 55 -908 K - L 0 -951 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 1359 0 V - U 746 -37 U - T 746 - 37 S - R 102 - 849 R - S 273 - 1348 Chords Tens. Comp. R - Q 768 -1659 Q - P 102 - 849 P - O 102 -849 O - N 386 - 207 N - L 820 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 66 -431 V - D 681 0 D - T 50 -707 T - F 789 0 F - S 73 - 1251 Webs Tens. Comp. G - S 0 -1247 S - H 120 -1019 H - O 1116 0 O - J 81 -695 J - N 680 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.038 Q 999 240 VERT(CL): 0.263 Q 932 180 HORZ(LL): 0.009 C - - HORZ(TL): 0.026 S - - Creep Factor: 2.0 Max TC CSI: 0.916 Max BC CSI: 0.919 Max Web CSI: 0.547 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A6 Ply: 1SEQN: 5896 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T5 DrwNo: 167.23.1331.46677 RDF / RTT 06/16/2023 B3 W5 W6 W8 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'5"7 8'1" 45' 9'6"9 7'6" 7'6" 15'6" 8' 24'3"3 8'9"3 25'10"14 1'7"11 30'10"14 5' 32'6" 1'7"2 34'4"12 1'10"12 40'0"15 5'8"3 45' 4'11"11'2"1'2" 4"13"89'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRSTUV 5 12 3X6(A1) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 3X10 3X4 3X6 2X31.5X3 3X6 H0308 3X6 4X4 3X4 3X4 1.5X3 3X6(A1) 28'3" 90# 16'9" $%Lbl:a6?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B3 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 46.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 45.00 BC: From 4 plf at 45.00 to 4 plf at 46.28 BC: From 40 plf at 16.31 to 40 plf at 20.16 BC: 90 lb Conc. Load at 28.53 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 4400 # ( 97.79 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4400 97.79 TC 0.00 45.00 4400 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /1762 /793 /4401 S 3275 /- /0 /2536 /- /- L 692 /- /- /838 /170 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.9 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2429 -3901 C - D 2048 - 3247 D - E 2052 - 2162 E - F 1838 -1878 F - G 2070 - 984 Chords Tens. Comp. G - H 1849 - 323 H - I 682 - 471 J - K 338 -1106 K - L 761 -1570 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2080 - 779 V - U 1657 -1090 U - T 1657 - 1090 T - S 1300 - 1421 S - R 718 -1674 R - S 718 - 2088 Chords Tens. Comp. R - Q 776 -2494 Q - P 718 -1674 P - O 718 -1674 O - N 1256 - 1108 N - L 1474 - 782 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 66 -431 V - D 681 0 D - T 50 -707 T - F 789 0 F - S 73 - 1251 Webs Tens. Comp. G - S 112 -1459 S - H 120 -1021 H - O 1120 0 O - J 81 -695 J - N 679 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 V 999 240 VERT(CL): 0.263 Q 931 180 HORZ(LL): 0.059 H - - HORZ(TL): 0.092 H - - Creep Factor: 2.0 Max TC CSI: 0.916 Max BC CSI: 0.919 Max Web CSI: 0.547 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A7 Ply: 1SEQN: 5904 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T6 DrwNo: 167.23.1332.02640 RDF / RTT 06/16/2023 B3 W5 W6 W8 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'5"7 8'1" 40'0"15 4'7"9 45' 4'11"1 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 25'10"14 1'7"11 30'10"14 5' 32'6" 1'7"2 34'2"5 1'8"5 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"13"89'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRSTUV 5 12 4X6(A2) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 3X10 3X4 3X6 2X31.5X3 3X6 H0308 3X6 4X4 3X4 3X4 1.5X3 3X6(A1) 28'6"5 90# 16'5"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B3 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 46.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 45.00 BC: From 4 plf at 45.00 to 4 plf at 46.28 BC: From 40 plf at 16.31 to 40 plf at 20.16 BC: 90 lb Conc. Load at 28.53 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 4400 # ( 97.79 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4400 97.79 TC 0.00 45.00 4400 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 949 /- /- /1762 /793 /4401 S 3275 /- /0 /2536 /- /- L 692 /- /- /838 /170 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.9 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 2429 -3901 C - D 2048 - 3247 D - E 2052 - 2162 E - F 1838 -1878 F - G 2070 - 984 Chords Tens. Comp. G - H 1849 - 323 H - I 682 - 471 J - K 338 -1106 K - L 761 -1570 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2080 - 779 V - U 1657 -1090 U - T 1657 - 1090 T - S 1300 - 1421 S - R 718 -1674 R - S 718 - 2088 Chords Tens. Comp. R - Q 776 -2494 Q - P 718 -1674 P - O 718 -1674 O - N 1256 - 1108 N - L 1474 - 782 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 66 -431 V - D 681 0 D - T 50 -707 T - F 789 0 F - S 73 - 1251 Webs Tens. Comp. G - S 112 -1459 S - H 120 -1021 H - O 1120 0 O - J 81 -695 J - N 679 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 V 999 240 VERT(CL): 0.263 Q 931 180 HORZ(LL): 0.059 H - - HORZ(TL): 0.092 H - - Creep Factor: 2.0 Max TC CSI: 0.916 Max BC CSI: 0.919 Max Web CSI: 0.547 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A7 Ply: 1SEQN: 5904 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T6 DrwNo: 167.23.1332.02640 RDF / RTT 06/16/2023 B3 W5 W6 W8 24'3"12 20'8"4 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 27'4"6 4'10"6 35'5"7 8'1" 40'0"15 4'7"9 45' 4'11"1 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 25'10"14 1'7"11 30'10"14 5' 32'6" 1'7"2 34'2"5 1'8"5 40'0"15 5'10"10 45' 4'11"11'2"1'2" 4"13"89'8"910'2"2(a) (a) (a) A B C D E F G H I J K L M NOPQRSTUV 5 12 4X6(A2) 1.5X3 3X4 3X4 H0308 3X6 4X4 4X4 5X6 3X10 3X4 3X6 2X31.5X3 3X6 H0308 3X6 4X4 3X4 3X4 1.5X3 3X6(A1) 28'6"5 90# 16'5"11 $%Lbl:a7?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. WARNING: 20 psf additional bottom chord live load check has been modified WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A7 Ply: 1 Qty: 1 SEQN: 5904 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T6 DrwNo: 167.23.1332.02640 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. WARNING: 20 psf additional bottom chord live load check has been modified WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A7 Ply: 1 Qty: 1 SEQN: 5904 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T6 DrwNo: 167.23.1332.02640 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W9,W14, M13 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 8.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 89 plf at -1.28 to 89 plf at 0.00 TC: From 92 plf at 0.00 to 148 plf at 13.49 TC: From 148 plf at 13.49 to 186 plf at 22.50 TC: From 186 plf at 22.50 to 148 plf at 31.51 TC: From 148 plf at 31.51 to 92 plf at 45.00 TC: From 89 plf at 45.00 to 89 plf at 46.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 8 plf at 0.00 to 8 plf at 0.65 BC: From 108 plf at 0.65 to 108 plf at 24.05 BC: From 8 plf at 24.05 to 8 plf at 45.00 BC: From 4 plf at 45.00 to 4 plf at 46.28 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2177 /- /- /676 /- /179 AY 6401 /- /- /1820 /- /- AH 830 /- /- /577 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) AY Brg Wid = 3.5 Min Req = 2.1 (Support) AH Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & AH are a rigid surface. Bearing AY Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 14 -1299 C - D 16 - 1197 D - G 11 -921 M - R 609 0 Chords Tens. Comp. R - S 576 0 S - V 765 0 V - W 440 0 W - Y 468 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BB 1172 0 BB-BA 791 0 Chords Tens. Comp. BA-AZ 791 0 AY-AV 49 -587 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. BB-BD 493 0 BD- G 539 0 G -BH 8 -405 BH-AZ 18 -503 AZ-BL 642 0 BL-BM 672 0 BM- M 698 0 M -BN 12 -863 BN-BQ 11 -858 Webs Tens. Comp. BQ-BT 12 -862 BT-BW 17 -894 BW-BX 44 -1100 BX-AY 46 -1069 R -CA 9 -773 CA-AY 0 -774 AV- W 55 -1338 AT- Y 23 -699 AQ-AA 28 -811 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. BZ- S 50 -444 V -AV 678 -24 Gables Tens. Comp. W -AU 642 -22 AA-AP 442 -11 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.153 AM 999 240 VERT(CL): 0.447 AM 553 180 HORZ(LL): -0.061 AD - - HORZ(TL): 0.179 AD - - Creep Factor: 2.0 Max TC CSI: 0.651 Max BC CSI: 0.590 Max Web CSI: 0.375 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A8 Ply: 3SEQN: 2455 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T189 DrwNo: 167.23.1358.08470 / RTT 06/16/2023 3 Complete Trusses Required W9 W14 M13 24'3"12 20'8"4 9'2"1'4" (TYP) 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 45' 22'6" 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 45' 20'8"131'2"1'2" 4"19'8"910'2"2A B C D G J M R S V W Y AA AH AI APAQARATAUAVAYAZBABB BD BH BL BM BN BQ BT BW BX BZ CA 5 12 3X6(A1T) 1.5X3 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X4 1.5X3 1.5X3 3X6 3X6 3X41.5X4(**)3X4 4X41.5X4(**) 3X4 5X10(R1) 3X43X4 3X4 4X4 3X4 3X4 3X4 5X12 3X6 1.5X3 3X4 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X6(A1T) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W9,W14, M13 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 8.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 89 plf at -1.28 to 89 plf at 0.00 TC: From 92 plf at 0.00 to 148 plf at 13.49 TC: From 148 plf at 13.49 to 186 plf at 22.50 TC: From 186 plf at 22.50 to 148 plf at 31.51 TC: From 148 plf at 31.51 to 92 plf at 45.00 TC: From 89 plf at 45.00 to 89 plf at 46.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 8 plf at 0.00 to 8 plf at 0.65 BC: From 108 plf at 0.65 to 108 plf at 24.05 BC: From 8 plf at 24.05 to 8 plf at 45.00 BC: From 4 plf at 45.00 to 4 plf at 46.28 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2177 /- /- /676 /- /179 AY 6401 /- /- /1820 /- /- AH 830 /- /- /577 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) AY Brg Wid = 3.5 Min Req = 2.1 (Support) AH Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & AH are a rigid surface. Bearing AY Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 14 -1299 C - D 16 - 1197 D - G 11 -921 M - R 609 0 Chords Tens. Comp. R - S 576 0 S - V 765 0 V - W 440 0 W - Y 468 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BB 1172 0 BB-BA 791 0 Chords Tens. Comp. BA-AZ 791 0 AY-AV 49 -587 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. BB-BD 493 0 BD- G 539 0 G -BH 8 -405 BH-AZ 18 -503 AZ-BL 642 0 BL-BM 672 0 BM- M 698 0 M -BN 12 -863 BN-BQ 11 -858 Webs Tens. Comp. BQ-BT 12 -862 BT-BW 17 -894 BW-BX 44 -1100 BX-AY 46 -1069 R -CA 9 -773 CA-AY 0 -774 AV- W 55 -1338 AT- Y 23 -699 AQ-AA 28 -811 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. BZ- S 50 -444 V -AV 678 -24 Gables Tens. Comp. W -AU 642 -22 AA-AP 442 -11 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.153 AM 999 240 VERT(CL): 0.447 AM 553 180 HORZ(LL): -0.061 AD - - HORZ(TL): 0.179 AD - - Creep Factor: 2.0 Max TC CSI: 0.651 Max BC CSI: 0.590 Max Web CSI: 0.375 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A8 Ply: 3SEQN: 2455 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T189 DrwNo: 167.23.1358.08470 / RTT 06/16/2023 3 Complete Trusses Required W9 W14 M13 24'3"12 20'8"4 9'2"1'4" (TYP) 5'7"8 5'7"8 11'3" 5'7"8 16'9"8 5'6"8 22'6" 5'8"8 45' 22'6" 7'6" 7'6" 15'6"5 8'0"5 24'3"3 8'8"13 45' 20'8"131'2"1'2" 4"19'8"910'2"2A B C D G J M R S V W Y AA AH AI APAQARATAUAVAYAZBABB BD BH BL BM BN BQ BT BW BX BZ CA 5 12 3X6(A1T) 1.5X3 1.5X3 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X4 1.5X3 1.5X3 3X6 3X6 3X41.5X4(**)3X4 4X41.5X4(**) 3X4 5X10(R1) 3X43X4 3X4 4X4 3X4 3X4 3X4 5X12 3X6 1.5X3 3X4 3X4 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 3X6(A1T) $%Lbl:a8?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Top Chord overhang(s) may be field trimmed. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A8 Ply: 3 Qty: 1 SEQN: 2455 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T189 DrwNo: 167.23.1358.08470 / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Top Chord overhang(s) may be field trimmed. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:A8 Ply: 3 Qty: 1 SEQN: 2455 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T189 DrwNo: 167.23.1358.08470 / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 6.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 8.00 37.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1698 /- /- /240 /- /- Q 3058 /- /- /331 /- /- N 5293 /- /1 /603 /- /0 J 1138 /- /- /169 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) Q Brg Wid = 3.5 Min Req = 1.5 (Truss) N Brg Wid = 3.5 Min Req = 2.5 (Support) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Bearings Q & N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -1379 B - C 0 -1530 D - E 0 -1368 E - F 0 -1145 Chords Tens. Comp. F - G 766 0 G - H 766 0 H - I 0 -742 I - J 0 -844 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 1370 0 S - R 1150 0 R - Q 1150 0 Q - P 1150 0 P - O 1632 0 Chords Tens. Comp. O - N 1632 0 N - M 0 -1247 M - L 0 -623 L - J 742 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - Q 0 -1101 D - T 0 -857 P - F 0 -533 F - N 0 -2592 Webs Tens. Comp. N - H 0 -1507 H - L 1464 0 L - I 10 -505 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.099 O 999 240 VERT(CL): 0.233 O 865 180 HORZ(LL): 0.026 J - - HORZ(TL): 0.060 J - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.900 Max Web CSI: 0.721 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AA Ply: 2SEQN: 5947 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T220 DrwNo: 167.23.1333.48610 RDF / RTT 06/16/2023 2 Complete Trusses Required T2 T3 W2 13'4"4 16'9"8 14'10"4 7'11"11 7'11"11 13'4"4 5'4"9 15' 1'7"12 22'6" 7'6" 30' 7'6" 37'0"5 7'0"5 45' 7'11"11 7'7"13 7'7"13 13'4"4 5'8"7 15' 1'7"12 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"13'7"154'1"8(a) A B C DE F G H I J K LMNOPQRS T 5 12 3X6(A1T) 3X4 3X4 H0308 1.5X4 1.5X4 1.5X4 1.5X4 3X4 3X4 4X12 1.5X4 H0308 4X6 4X6 3X6 4X6 3X4 3X6(A1T) 794# 29'0"10 794# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2, T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 6.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 8.00 37.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1698 /- /- /240 /- /- Q 3058 /- /- /331 /- /- N 5293 /- /1 /603 /- /0 J 1138 /- /- /169 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) Q Brg Wid = 3.5 Min Req = 1.5 (Truss) N Brg Wid = 3.5 Min Req = 2.5 (Support) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Bearings Q & N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -1379 B - C 0 -1530 D - E 0 -1368 E - F 0 -1145 Chords Tens. Comp. F - G 766 0 G - H 766 0 H - I 0 -742 I - J 0 -844 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 1370 0 S - R 1150 0 R - Q 1150 0 Q - P 1150 0 P - O 1632 0 Chords Tens. Comp. O - N 1632 0 N - M 0 -1247 M - L 0 -623 L - J 742 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - Q 0 -1101 D - T 0 -857 P - F 0 -533 F - N 0 -2592 Webs Tens. Comp. N - H 0 -1507 H - L 1464 0 L - I 10 -505 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.099 O 999 240 VERT(CL): 0.233 O 865 180 HORZ(LL): 0.026 J - - HORZ(TL): 0.060 J - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.900 Max Web CSI: 0.721 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AA Ply: 2SEQN: 5947 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T220 DrwNo: 167.23.1333.48610 RDF / RTT 06/16/2023 2 Complete Trusses Required T2 T3 W2 13'4"4 16'9"8 14'10"4 7'11"11 7'11"11 13'4"4 5'4"9 15' 1'7"12 22'6" 7'6" 30' 7'6" 37'0"5 7'0"5 45' 7'11"11 7'7"13 7'7"13 13'4"4 5'8"7 15' 1'7"12 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"13'7"154'1"8(a) A B C DE F G H I J K LMNOPQRS T 5 12 3X6(A1T) 3X4 3X4 H0308 1.5X4 1.5X4 1.5X4 1.5X4 3X4 3X4 4X12 1.5X4 H0308 4X6 4X6 3X6 4X6 3X4 3X6(A1T) 794# 29'0"10 794# $%Lbl:AA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AA Ply: 2 Qty: 1 SEQN: 5947 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T220 DrwNo: 167.23.1333.48610 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AA Ply: 2 Qty: 1 SEQN: 5947 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T220 DrwNo: 167.23.1333.48610 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 53 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 901 /- /- /577 /- /73 S 1036 /- /- /588 /- /- P 1856 /- /0 /1046 /- /0 L 744 /- /- /464 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 1.5 (Truss) P Brg Wid = 3.5 Min Req = 1.6 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearings S & P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 115 -1230 C - E 162 - 1043 E - F 161 -1036 F - G 135 - 911 Chords Tens. Comp. G - H 517 0 H - I 517 0 I - K 156 - 695 K - L 109 -855 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1036 -29 U - T 914 - 7 T - S 914 - 7 S - R 913 -7 R - Q 1232 - 14 Chords Tens. Comp. Q - P 1232 - 14 P - O 111 -896 O - N 55 -448 N - L 693 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - V 399 - 156 V - S 62 -739 E - V 53 -561 R - G 42 -475 Webs Tens. Comp. G - Q 426 0 G - P 84 - 1895 P - I 124 -1033 I - N 1023 - 43 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 Q 999 240 VERT(CL): 0.167 Q 999 180 HORZ(LL): 0.019 L - - HORZ(TL): 0.045 L - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.881 Max Web CSI: 0.583 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AB Ply: 1SEQN: 5951 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T221 DrwNo: 167.23.1333.56860 RDF / RTT 06/16/2023 W2 13'4"4 16'9"8 14'10"4 8' 8' 13'4"4 5'4"4 15' 1'7"12 22'6" 7'6" 30' 7'6" 36'0"5 6'0"5 37'4"3 1'3"14 45' 7'7"13 7'7"13 7'7"13 13'4"4 5'8"7 15' 1'7"12 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"14'0"154'6"8(a) A B C D EF G H I J K L M NOPQRSTU V 5 12 3X6(A1) 3X4 3X4 3X6 3X4 3X4 4X10 H0308 4X6 4X4 3X6 4X4 4X4 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 53 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 901 /- /- /577 /- /73 S 1036 /- /- /588 /- /- P 1856 /- /0 /1046 /- /0 L 744 /- /- /464 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 1.5 (Truss) P Brg Wid = 3.5 Min Req = 1.6 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearings S & P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 115 -1230 C - E 162 - 1043 E - F 161 -1036 F - G 135 - 911 Chords Tens. Comp. G - H 517 0 H - I 517 0 I - K 156 - 695 K - L 109 -855 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1036 -29 U - T 914 - 7 T - S 914 - 7 S - R 913 -7 R - Q 1232 - 14 Chords Tens. Comp. Q - P 1232 - 14 P - O 111 -896 O - N 55 -448 N - L 693 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - V 399 - 156 V - S 62 -739 E - V 53 -561 R - G 42 -475 Webs Tens. Comp. G - Q 426 0 G - P 84 - 1895 P - I 124 -1033 I - N 1023 - 43 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 Q 999 240 VERT(CL): 0.167 Q 999 180 HORZ(LL): 0.019 L - - HORZ(TL): 0.045 L - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.881 Max Web CSI: 0.583 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AB Ply: 1SEQN: 5951 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T221 DrwNo: 167.23.1333.56860 RDF / RTT 06/16/2023 W2 13'4"4 16'9"8 14'10"4 8' 8' 13'4"4 5'4"4 15' 1'7"12 22'6" 7'6" 30' 7'6" 36'0"5 6'0"5 37'4"3 1'3"14 45' 7'7"13 7'7"13 7'7"13 13'4"4 5'8"7 15' 1'7"12 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"14'0"154'6"8(a) A B C D EF G H I J K L M NOPQRSTU V 5 12 3X6(A1) 3X4 3X4 3X6 3X4 3X4 4X10 H0308 4X6 4X4 3X6 4X4 4X4 3X6(A1) $%Lbl:AB?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 4X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1394 /- /- /864 /- /79 O 2569 /- /1 /1442 /- /0 K 642 /- /- /374 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) O Brg Wid = 3.5 Min Req = 2.4 (Truss) K Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & K are a rigid surface. Bearing O Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 194 -2536 C - E 255 - 2260 E - F 254 -2845 F - G 1302 0 Chords Tens. Comp. G - H 1302 0 H - J 211 - 481 J - K 281 -619 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2247 - 109 S - R 2880 - 117 R - Q 2880 - 117 Q - P 1728 - 37 Chords Tens. Comp. P - O 1728 -37 O - N 218 -2437 N - M 109 -1218 M - K 483 -204 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 491 0 S - E 93 -681 E - Q 103 - 376 Q - F 1217 - 76 F - P 412 0 Webs Tens. Comp. F - O 169 -3282 O - H 136 -1191 H - M 1458 - 77 M - J 101 -499 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.171 E 999 240 VERT(CL): 0.400 E 899 180 HORZ(LL): 0.038 C - - HORZ(TL): 0.091 C - - Creep Factor: 2.0 Max TC CSI: 0.982 Max BC CSI: 0.976 Max Web CSI: 0.781 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AC Ply: 1SEQN: 5956 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T222 DrwNo: 167.23.1334.00737 RDF / RTT 06/16/2023 30'1"12 14'10"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 35'0"5 5'0"5 37'4"3 2'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"14'5"154'11"8(a) (a) A B C D EFGHIJ K L MNOPQRS 5 12 3X6(A1)3X4 H0308 3X4 4X4 6X10 1.5X4 H0308 3X10 3X6 3X4 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 4X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1394 /- /- /864 /- /79 O 2569 /- /1 /1442 /- /0 K 642 /- /- /374 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) O Brg Wid = 3.5 Min Req = 2.4 (Truss) K Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & K are a rigid surface. Bearing O Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 194 -2536 C - E 255 - 2260 E - F 254 -2845 F - G 1302 0 Chords Tens. Comp. G - H 1302 0 H - J 211 - 481 J - K 281 -619 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2247 - 109 S - R 2880 - 117 R - Q 2880 - 117 Q - P 1728 - 37 Chords Tens. Comp. P - O 1728 -37 O - N 218 -2437 N - M 109 -1218 M - K 483 -204 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 491 0 S - E 93 -681 E - Q 103 - 376 Q - F 1217 - 76 F - P 412 0 Webs Tens. Comp. F - O 169 -3282 O - H 136 -1191 H - M 1458 - 77 M - J 101 -499 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.171 E 999 240 VERT(CL): 0.400 E 899 180 HORZ(LL): 0.038 C - - HORZ(TL): 0.091 C - - Creep Factor: 2.0 Max TC CSI: 0.982 Max BC CSI: 0.976 Max Web CSI: 0.781 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AC Ply: 1SEQN: 5956 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T222 DrwNo: 167.23.1334.00737 RDF / RTT 06/16/2023 30'1"12 14'10"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 35'0"5 5'0"5 37'4"3 2'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"14'5"154'11"8(a) (a) A B C D EFGHIJ K L MNOPQRS 5 12 3X6(A1)3X4 H0308 3X4 4X4 6X10 1.5X4 H0308 3X10 3X6 3X4 3X6(A1) $%Lbl:AC?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (C-F) 41 7.59 37.41 TC 120 11.59 33.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1466 /- /- /900 /- /90 K 2461 /- /1 /1369 /- /0 G 715 /- /- /431 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.6 (Truss) K Brg Wid = 3.5 Min Req = 2.3 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & G are a rigid surface. Bearing K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 200 -2714 C - D 51 -585 Chords Tens. Comp. E - F 58 -583 F - G 127 - 809 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2411 - 124 O - N 2903 - 112 N - M 2903 - 112 M - L 1903 -56 Chords Tens. Comp. L - K 1903 - 56 K - J 192 -2096 J - I 96 -1048 I - G 659 -16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 449 0 C - P 231 - 2030 O - Q 79 -558 P - Q 230 -2027 D - R 60 -469 Q - S 211 - 2510 M - W 1051 -51 R - S 71 -437 R - T 59 -461 S - U 211 -2510 T - V 59 -461 U - W 211 - 2510 V - W 77 -452 V - X 59 -461 Webs Tens. Comp. W - L 408 0 W - Y 1553 0 W - K 172 - 3244 X - Z 59 -461 Y -AA 1553 0 Z -AB 59 -461 AA-AC 1553 0 AB-AC 72 -441 AB- E 60 -469 AC-AD 1553 0 K -AD 121 -1089 AD- I 1531 - 77 I - F 100 - 526 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.190 U 999 240 VERT(CL): 0.429 U 839 180 HORZ(LL): 0.050 D - - HORZ(TL): 0.135 D - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.948 Max Web CSI: 0.998 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AD Ply: 1SEQN: 6012 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T224 DrwNo: 167.23.1334.44453 RDF / RTT 06/16/2023 B2 12'15'7"13 17'4"3 30'1"12 14'10"4 8' 8' 11'7"13 3'7"13 15' 3'4"4 22'6" 7'6" 30' 7'6" 33'0"5 3'0"5 37'4"3 4'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"15'3"155'9"8(a) A B C D E F G H IJKLMNO PQ R S T U V W X Y Z AA AB ACAD 5 12 4X6(A2T) 4X4 3X4 1.5X33X4 H0308 3X4 4X4 12X12 H0308H0308 3X10 4X6 3X6 3X41.5X3 4X6 3X4 3X6(A1T) 11'11"11 79# 2' 150# 17'0"10 150# 2' 79# 11'11"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (C-F) 41 7.59 37.41 TC 120 11.59 33.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1466 /- /- /900 /- /90 K 2461 /- /1 /1369 /- /0 G 715 /- /- /431 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.6 (Truss) K Brg Wid = 3.5 Min Req = 2.3 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & G are a rigid surface. Bearing K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 200 -2714 C - D 51 -585 Chords Tens. Comp. E - F 58 -583 F - G 127 - 809 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2411 - 124 O - N 2903 - 112 N - M 2903 - 112 M - L 1903 -56 Chords Tens. Comp. L - K 1903 - 56 K - J 192 -2096 J - I 96 -1048 I - G 659 -16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 449 0 C - P 231 - 2030 O - Q 79 -558 P - Q 230 -2027 D - R 60 -469 Q - S 211 - 2510 M - W 1051 -51 R - S 71 -437 R - T 59 -461 S - U 211 -2510 T - V 59 -461 U - W 211 - 2510 V - W 77 -452 V - X 59 -461 Webs Tens. Comp. W - L 408 0 W - Y 1553 0 W - K 172 - 3244 X - Z 59 -461 Y -AA 1553 0 Z -AB 59 -461 AA-AC 1553 0 AB-AC 72 -441 AB- E 60 -469 AC-AD 1553 0 K -AD 121 -1089 AD- I 1531 - 77 I - F 100 - 526 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.190 U 999 240 VERT(CL): 0.429 U 839 180 HORZ(LL): 0.050 D - - HORZ(TL): 0.135 D - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.948 Max Web CSI: 0.998 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AD Ply: 1SEQN: 6012 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T224 DrwNo: 167.23.1334.44453 RDF / RTT 06/16/2023 B2 12'15'7"13 17'4"3 30'1"12 14'10"4 8' 8' 11'7"13 3'7"13 15' 3'4"4 22'6" 7'6" 30' 7'6" 33'0"5 3'0"5 37'4"3 4'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 30' 7'6" 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"15'3"155'9"8(a) A B C D E F G H IJKLMNO PQ R S T U V W X Y Z AA AB ACAD 5 12 4X6(A2T) 4X4 3X4 1.5X33X4 H0308 3X4 4X4 12X12 H0308H0308 3X10 4X6 3X6 3X41.5X3 4X6 3X4 3X6(A1T) 11'11"11 79# 2' 150# 17'0"10 150# 2' 79# 11'11"11 $%Lbl:AD?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AD Ply: 1 Qty: 1 SEQN: 6012 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T224 DrwNo: 167.23.1334.44453 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AD Ply: 1 Qty: 1 SEQN: 6012 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T224 DrwNo: 167.23.1334.44453 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 4X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 30 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1389 /- /- /877 /- /105 S 2604 /- /1 /1478 /- /0 O 619 /- /- /369 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 2.4 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 173 -2534 C - E 293 - 2226 E - G 302 -2256 G - H 345 - 2842 H - I 1388 0 Chords Tens. Comp. I - J 1388 0 J - L 230 -441 L - N 232 - 420 N - O 304 - 576 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 2249 - 105 W - V 2879 - 160 V - U 2879 - 160 U - T 1677 - 16 Chords Tens. Comp. T - S 1677 - 16 S - R 334 -2545 R - Q 167 -1272 Q - O 448 - 223 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 485 0 W - G 88 - 677 G - U 129 - 401 U - H 1286 - 143 H - T 412 0 Webs Tens. Comp. H - S 209 -3284 S - J 173 -1222 J - Q 1524 -58 Q - N 95 -531 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.282 E 999 240 VERT(CL): 0.672 E 535 180 HORZ(LL): 0.106 D - - HORZ(TL): 0.253 D - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.984 Max Web CSI: 0.782 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AE Ply: 1SEQN: 5965 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T226 DrwNo: 167.23.1335.11087 RDF / RTT 06/16/2023 2'9"42'10"14 7'2"8 30'1"12 14'10"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 31'0"5 1'0"5 37'4"3 6'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 30' 7'6" 45' 15'1'2"1'2" 4"1 30'1"12 7'2"8 7'7"136'1"152'11"6'7"8(a) (a) A B C D E F GHIJ K L M N O P QRSTUVW 5 12 3X6(A1)3X4 1.5X31.5X4 H0308 3X4 4X4 6X10 1.5X4 H0308 3X10 3X6 1.5X31.5X3 3X4 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 4X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 30 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1389 /- /- /877 /- /105 S 2604 /- /1 /1478 /- /0 O 619 /- /- /369 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 2.4 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 173 -2534 C - E 293 - 2226 E - G 302 -2256 G - H 345 - 2842 H - I 1388 0 Chords Tens. Comp. I - J 1388 0 J - L 230 -441 L - N 232 - 420 N - O 304 - 576 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 2249 - 105 W - V 2879 - 160 V - U 2879 - 160 U - T 1677 - 16 Chords Tens. Comp. T - S 1677 - 16 S - R 334 -2545 R - Q 167 -1272 Q - O 448 - 223 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 485 0 W - G 88 - 677 G - U 129 - 401 U - H 1286 - 143 H - T 412 0 Webs Tens. Comp. H - S 209 -3284 S - J 173 -1222 J - Q 1524 -58 Q - N 95 -531 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.282 E 999 240 VERT(CL): 0.672 E 535 180 HORZ(LL): 0.106 D - - HORZ(TL): 0.253 D - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.984 Max Web CSI: 0.782 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AE Ply: 1SEQN: 5965 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T226 DrwNo: 167.23.1335.11087 RDF / RTT 06/16/2023 2'9"42'10"14 7'2"8 30'1"12 14'10"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 31'0"5 1'0"5 37'4"3 6'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 30' 7'6" 45' 15'1'2"1'2" 4"1 30'1"12 7'2"8 7'7"136'1"152'11"6'7"8(a) (a) A B C D E F GHIJ K L M N O P QRSTUVW 5 12 3X6(A1)3X4 1.5X31.5X4 H0308 3X4 4X4 6X10 1.5X4 H0308 3X10 3X6 1.5X31.5X3 3X4 3X6(A1) $%Lbl:AE?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W5, W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 16.00 29.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1634 /- /- /983 /- /118 N 2298 /- /- /1254 /- /- J 832 /- /- /523 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) N Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 182 -1905 B - C 98 -3125 C - D 144 - 2183 Chords Tens. Comp. D - E 185 -1975 G - H 112 - 589 I - J 12 - 1048 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2787 -10 T - S 2782 - 11 S - R 2782 -11 R - Q 1896 0 Q - P 1654 0 Chords Tens. Comp. P - O 1654 0 N - M 868 0 M - L 868 0 L - J 870 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - C 408 0 C - R 62 - 1023 Q - F 481 - 27 F - P 387 0 Webs Tens. Comp. F - O 81 - 1910 O - G 597 -24 H - N 121 -1090 N - I 54 -830 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.163 D 999 240 VERT(CL): 0.362 D 998 180 HORZ(LL): 0.046 J - - HORZ(TL): 0.103 J - - Creep Factor: 2.0 Max TC CSI: 0.970 Max BC CSI: 0.958 Max Web CSI: 0.985 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AF Ply: 1SEQN: 6017 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T227 DrwNo: 167.23.1336.20017 RDF / RTT 06/16/2023 B2 W5 W7 30'1"12 14'10"4 8'1"13 8'1"13 14'10"4 6'8"7 15'11"11 1'1"7 22'6" 6'6"5 29'0"5 6'6"5 30'1"12 1'1"7 36'10"3 6'8"7 45' 8'1"13 8'1"13 8'1"13 14'10"4 6'8"7 15'7"13 9"9 22'6" 6'10"3 29'4"3 6'10"3 30'1"12 9"9 36'10"3 6'8"7 45' 8'1"131'2"1'2" 4"16'11"157'5"8(a) (a) A B C D E FGH I J K LMNOPQRST 5 12 4X6(A2T)1.5X4 3X4 H0308 3X4 1.5X44X4 3X4 4X10 1.5X4 4X6 3X41.5X4 3X4 H0308 3X4 1.5X3 3X6(A1T) 15'11"11 79# 2' 150# 9'0"10 150# 2' 79# 15'11"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W5, W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 16.00 29.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1634 /- /- /983 /- /118 N 2298 /- /- /1254 /- /- J 832 /- /- /523 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) N Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 182 -1905 B - C 98 -3125 C - D 144 - 2183 Chords Tens. Comp. D - E 185 -1975 G - H 112 - 589 I - J 12 - 1048 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2787 -10 T - S 2782 - 11 S - R 2782 -11 R - Q 1896 0 Q - P 1654 0 Chords Tens. Comp. P - O 1654 0 N - M 868 0 M - L 868 0 L - J 870 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - C 408 0 C - R 62 - 1023 Q - F 481 - 27 F - P 387 0 Webs Tens. Comp. F - O 81 - 1910 O - G 597 -24 H - N 121 -1090 N - I 54 -830 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.163 D 999 240 VERT(CL): 0.362 D 998 180 HORZ(LL): 0.046 J - - HORZ(TL): 0.103 J - - Creep Factor: 2.0 Max TC CSI: 0.970 Max BC CSI: 0.958 Max Web CSI: 0.985 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AF Ply: 1SEQN: 6017 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T227 DrwNo: 167.23.1336.20017 RDF / RTT 06/16/2023 B2 W5 W7 30'1"12 14'10"4 8'1"13 8'1"13 14'10"4 6'8"7 15'11"11 1'1"7 22'6" 6'6"5 29'0"5 6'6"5 30'1"12 1'1"7 36'10"3 6'8"7 45' 8'1"13 8'1"13 8'1"13 14'10"4 6'8"7 15'7"13 9"9 22'6" 6'10"3 29'4"3 6'10"3 30'1"12 9"9 36'10"3 6'8"7 45' 8'1"131'2"1'2" 4"16'11"157'5"8(a) (a) A B C D E FGH I J K LMNOPQRST 5 12 4X6(A2T)1.5X4 3X4 H0308 3X4 1.5X44X4 3X4 4X10 1.5X4 4X6 3X41.5X4 3X4 H0308 3X4 1.5X3 3X6(A1T) 15'11"11 79# 2' 150# 9'0"10 150# 2' 79# 15'11"11 $%Lbl:AF?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AF Ply: 1 Qty: 1 SEQN: 6017 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T227 DrwNo: 167.23.1336.20017 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AF Ply: 1 Qty: 1 SEQN: 6017 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T227 DrwNo: 167.23.1336.20017 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5, W7 2x4 DF-L #2(g); Lt Wedge: 2x4 DF-L Standard(g); Rt Wedge: 2x4 DF-L Standard(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 15.59 29.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Y 1639 /- /- /1001 /- /130 R 2169 /- /- /1203 /- /- N 883 /- /- /565 /- /- Wind reactions based on MWFRS Y Brg Wid = 3.5 Min Req = 1.7 (Truss) R Brg Wid = 3.5 Min Req = 1.9 (Truss) N Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings Y & N are a rigid surface. Bearing R Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 108 -3114 C - D 151 - 2210 D - E 162 - 2049 E - F 187 -1965 F - H 236 - 1933 Chords Tens. Comp. H - J 178 - 404 J - K 133 -611 L - M 87 -454 M - N 39 -1147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 2791 -28 X - W 2786 - 29 W - V 2786 - 29 V - U 1926 0 U - T 1662 0 Chords Tens. Comp. T - S 1662 0 S - R 397 -11 R - Q 972 0 Q - P 972 0 P - N 975 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - C 408 0 C - V 49 -974 U - H 448 - 41 H - T 396 0 Webs Tens. Comp. H - S 89 - 1796 S - J 475 -14 K - R 71 -927 R - M 43 -727 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.152 V 999 240 VERT(CL): 0.338 V 999 180 HORZ(LL): 0.045 K - - HORZ(TL): 0.101 K - - Creep Factor: 2.0 Max TC CSI: 0.972 Max BC CSI: 0.789 Max Web CSI: 0.953 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AG Ply: 1SEQN: 6022 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T228 DrwNo: 167.23.1336.26127 RDF / RTT 06/16/2023 W5 W7 30'1"12 14'10"4 8'1"13 8'1"13 14'8"8 6'6"11 16' 1'3"8 22'6" 6'6" 27'0"5 4'6"5 29'4"3 2'3"14 30'3"8 11"5 36'10"3 6'6"11 45' 8'1"13 8'1"13 8'1"13 14'8"8 6'6"11 15'7"13 11"5 22'6" 6'10"3 29'4"3 6'10"3 30'3"8 11"5 36'10"3 6'6"11 45' 8'1"131'2"1'2" 4"17'9"158'3"8(a) A B C D E F G HIJKL M N O PQRSTUVWXY 5 12 4X6(A2T)3X8 1.5X4 H0308 3X6 1.5X44X4 4X10 1.5X4 4X6 1.5X4 H0308 H0308 1.5X3 3X6(A1T)3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W5, W7 2x4 DF-L #2(g); Lt Wedge: 2x4 DF-L Standard(g); Rt Wedge: 2x4 DF-L Standard(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 50 15.59 29.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Y 1639 /- /- /1001 /- /130 R 2169 /- /- /1203 /- /- N 883 /- /- /565 /- /- Wind reactions based on MWFRS Y Brg Wid = 3.5 Min Req = 1.7 (Truss) R Brg Wid = 3.5 Min Req = 1.9 (Truss) N Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings Y & N are a rigid surface. Bearing R Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 108 -3114 C - D 151 - 2210 D - E 162 - 2049 E - F 187 -1965 F - H 236 - 1933 Chords Tens. Comp. H - J 178 - 404 J - K 133 -611 L - M 87 -454 M - N 39 -1147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 2791 -28 X - W 2786 - 29 W - V 2786 - 29 V - U 1926 0 U - T 1662 0 Chords Tens. Comp. T - S 1662 0 S - R 397 -11 R - Q 972 0 Q - P 972 0 P - N 975 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - C 408 0 C - V 49 -974 U - H 448 - 41 H - T 396 0 Webs Tens. Comp. H - S 89 - 1796 S - J 475 -14 K - R 71 -927 R - M 43 -727 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.152 V 999 240 VERT(CL): 0.338 V 999 180 HORZ(LL): 0.045 K - - HORZ(TL): 0.101 K - - Creep Factor: 2.0 Max TC CSI: 0.972 Max BC CSI: 0.789 Max Web CSI: 0.953 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AG Ply: 1SEQN: 6022 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T228 DrwNo: 167.23.1336.26127 RDF / RTT 06/16/2023 W5 W7 30'1"12 14'10"4 8'1"13 8'1"13 14'8"8 6'6"11 16' 1'3"8 22'6" 6'6" 27'0"5 4'6"5 29'4"3 2'3"14 30'3"8 11"5 36'10"3 6'6"11 45' 8'1"13 8'1"13 8'1"13 14'8"8 6'6"11 15'7"13 11"5 22'6" 6'10"3 29'4"3 6'10"3 30'3"8 11"5 36'10"3 6'6"11 45' 8'1"131'2"1'2" 4"17'9"158'3"8(a) A B C D E F G HIJKL M N O PQRSTUVWXY 5 12 4X6(A2T)3X8 1.5X4 H0308 3X6 1.5X44X4 4X10 1.5X4 4X6 1.5X4 H0308 H0308 1.5X3 3X6(A1T)3X8 $%Lbl:AG?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.31 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 3-3-4 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1625 /- /- /1010 /- /165 Q 3300 /- /- /1833 /- /- M 583 /- /- /361 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) Q Brg Wid = 3.5 Min Req = 3.1 (Truss) M Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & M are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. G - H 201 - 1022 B - C 36 -3125 C - D 55 - 2784 D - E 118 - 1880 E - F 133 -1746 Chords Tens. Comp. F - G 183 -1198 I - J 1286 0 J - K 1243 0 K - L 465 -190 L - M 260 - 558 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2812 0 V - U 2271 0 U - T 2271 0 T - S 1628 0 Chords Tens. Comp. R - Q 122 -1007 Q - P 91 -574 P - O 91 -574 O - M 458 - 195 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 67 -409 V - D 583 0 D - T 42 -807 T - F 649 0 F - S 70 - 1044 S - H 1292 -41 Webs Tens. Comp. H - R 32 - 1436 R - I 2009 0 I - Q 50 - 2667 Q - K 42 -848 K - O 630 0 O - L 67 -477 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.102 D 999 240 VERT(CL): 0.236 D 999 180 HORZ(LL): 0.028 R - - HORZ(TL): 0.066 R - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.870 Max Web CSI: 0.816 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AH Ply: 1SEQN: 6024 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T229 DrwNo: 167.23.1337.10723 RDF / RTT 06/16/2023 W7 30'1"12 14'10"4 4'10"13 4'10"13 9'9"11 4'10"13 14'10"4 5'0"9 19'11"11 5'1"7 25'0"5 5'0"10 30'1"12 5'1"7 35'2"5 5'0"9 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'10"4 7'6" 19'7"13 4'9"9 25'4"3 5'8"6 30'1"12 4'9"9 37'7"12 7'6" 45' 7'4"41'2"1'2" 4"18'7"159'1"8(a) (a)(a) (a) A B C D E F G H I J K L M N OPQRSTUV 5 12 4X6(A2T) 1.5X3 3X4 3X4 H0308 3X6 3X4 3X4 5X8 3X4 8X8 5X6 6X6 4X6 3X6 3X6 3X4 3X4 1.5X3 3X6(A1T) 13'7"4 91# 2'3"12186# 13'2" 186# 2'3"1291# 13'7"4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.31 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 3-3-4 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1625 /- /- /1010 /- /165 Q 3300 /- /- /1833 /- /- M 583 /- /- /361 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) Q Brg Wid = 3.5 Min Req = 3.1 (Truss) M Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & M are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. G - H 201 - 1022 B - C 36 -3125 C - D 55 - 2784 D - E 118 - 1880 E - F 133 -1746 Chords Tens. Comp. F - G 183 -1198 I - J 1286 0 J - K 1243 0 K - L 465 -190 L - M 260 - 558 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2812 0 V - U 2271 0 U - T 2271 0 T - S 1628 0 Chords Tens. Comp. R - Q 122 -1007 Q - P 91 -574 P - O 91 -574 O - M 458 - 195 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - V 67 -409 V - D 583 0 D - T 42 -807 T - F 649 0 F - S 70 - 1044 S - H 1292 -41 Webs Tens. Comp. H - R 32 - 1436 R - I 2009 0 I - Q 50 - 2667 Q - K 42 -848 K - O 630 0 O - L 67 -477 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.102 D 999 240 VERT(CL): 0.236 D 999 180 HORZ(LL): 0.028 R - - HORZ(TL): 0.066 R - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.870 Max Web CSI: 0.816 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AH Ply: 1SEQN: 6024 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T229 DrwNo: 167.23.1337.10723 RDF / RTT 06/16/2023 W7 30'1"12 14'10"4 4'10"13 4'10"13 9'9"11 4'10"13 14'10"4 5'0"9 19'11"11 5'1"7 25'0"5 5'0"10 30'1"12 5'1"7 35'2"5 5'0"9 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'10"4 7'6" 19'7"13 4'9"9 25'4"3 5'8"6 30'1"12 4'9"9 37'7"12 7'6" 45' 7'4"41'2"1'2" 4"18'7"159'1"8(a) (a)(a) (a) A B C D E F G H I J K L M N OPQRSTUV 5 12 4X6(A2T) 1.5X3 3X4 3X4 H0308 3X6 3X4 3X4 5X8 3X4 8X8 5X6 6X6 4X6 3X6 3X6 3X4 3X4 1.5X3 3X6(A1T) 13'7"4 91# 2'3"12186# 13'2" 186# 2'3"1291# 13'7"4 $%Lbl:AH?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 19.97 TC 50 20.00 25.00 TC 24 25.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AH Ply: 1 Qty: 1 SEQN: 6024 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T229 DrwNo: 167.23.1337.10723 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 19.97 TC 50 20.00 25.00 TC 24 25.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AH Ply: 1 Qty: 1 SEQN: 6024 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T229 DrwNo: 167.23.1337.10723 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 21.97 TC 65 19.59 25.41 TC 24 23.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1626 /- /- /1011 /- /180 S 3265 /- /- /1840 /- /- O 584 /- /- /361 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 31 -3127 C - D 52 - 2788 D - E 113 - 1880 E - F 128 -1747 F - G 181 - 1206 G - J 249 - 1047 Chords Tens. Comp. J - K 180 -380 K - L 1283 0 L - M 1234 0 M - N 458 -193 N - O 255 - 560 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 2813 0 X - W 2277 0 W - V 2277 0 V - U 1624 0 Chords Tens. Comp. T - S 123 -1003 S - R 90 -565 R - Q 90 -565 Q - O 460 - 190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 65 -405 X - D 581 0 D - V 44 -817 V - F 656 0 F - U 50 -983 U - J 1279 - 61 Webs Tens. Comp. J - T 41 -1461 T - K 2039 0 K - S 47 -2627 S - M 44 -854 M - Q 629 0 Q - N 66 -473 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.101 D 999 240 VERT(CL): 0.236 D 999 180 HORZ(LL): 0.028 T - - HORZ(TL): 0.066 T - - Creep Factor: 2.0 Max TC CSI: 0.987 Max BC CSI: 0.871 Max Web CSI: 0.829 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AJ Ply: 1SEQN: 5996 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T230 DrwNo: 167.23.1337.15570 RDF / RTT 06/16/2023 W7 30'1"12 14'10"4 4'10"13 4'10"13 9'9"11 4'10"13 15' 5'2"5 20' 5' 23'0"5 3'0"5 25'4"3 2'3"14 30' 4'7"13 35'2"5 5'2"5 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'8"8 7'4"4 19'7"13 4'11"5 25'4"3 5'8"6 30'3"8 4'11"5 37'7"12 7'4"4 45' 7'4"41'2"1'2" 4"19'5"159'11"8(a) (a)(a) (a) A B C D E F G H IJ K L M N O P QRSTUVWX 5 12 4X6(A2) 1.5X3 H0308 3X6 5X8 8X8 5X6 6X6 4X6 3X6 3X6 1.5X3 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 21.97 TC 65 19.59 25.41 TC 24 23.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1626 /- /- /1011 /- /180 S 3265 /- /- /1840 /- /- O 584 /- /- /361 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 31 -3127 C - D 52 - 2788 D - E 113 - 1880 E - F 128 -1747 F - G 181 - 1206 G - J 249 - 1047 Chords Tens. Comp. J - K 180 -380 K - L 1283 0 L - M 1234 0 M - N 458 -193 N - O 255 - 560 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 2813 0 X - W 2277 0 W - V 2277 0 V - U 1624 0 Chords Tens. Comp. T - S 123 -1003 S - R 90 -565 R - Q 90 -565 Q - O 460 - 190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - X 65 -405 X - D 581 0 D - V 44 -817 V - F 656 0 F - U 50 -983 U - J 1279 - 61 Webs Tens. Comp. J - T 41 -1461 T - K 2039 0 K - S 47 -2627 S - M 44 -854 M - Q 629 0 Q - N 66 -473 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.101 D 999 240 VERT(CL): 0.236 D 999 180 HORZ(LL): 0.028 T - - HORZ(TL): 0.066 T - - Creep Factor: 2.0 Max TC CSI: 0.987 Max BC CSI: 0.871 Max Web CSI: 0.829 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AJ Ply: 1SEQN: 5996 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T230 DrwNo: 167.23.1337.15570 RDF / RTT 06/16/2023 W7 30'1"12 14'10"4 4'10"13 4'10"13 9'9"11 4'10"13 15' 5'2"5 20' 5' 23'0"5 3'0"5 25'4"3 2'3"14 30' 4'7"13 35'2"5 5'2"5 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'8"8 7'4"4 19'7"13 4'11"5 25'4"3 5'8"6 30'3"8 4'11"5 37'7"12 7'4"4 45' 7'4"41'2"1'2" 4"19'5"159'11"8(a) (a)(a) (a) A B C D E F G H IJ K L M N O P QRSTUVWX 5 12 4X6(A2) 1.5X3 H0308 3X6 5X8 8X8 5X6 6X6 4X6 3X6 3X6 1.5X3 3X6(A1) $%Lbl:AJ?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 21.97 TC 70 19.59 25.41 TC 24 23.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1209 /- /- /753 /- /180 U 3158 /- /- /1848 /- /- O 960 /- /- /618 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) U Brg Wid = 3.5 Min Req = 3.0 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing U Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 27 -2101 C - D 47 - 1749 D - E 108 - 818 E - F 122 - 684 Chords Tens. Comp. J - K 887 0 M - N 51 -1128 N - O 31 - 1488 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 1873 0 Y - X 1304 0 X - W 1304 0 W - V 643 - 16 V - U 142 -1111 Chords Tens. Comp. U - T 143 -1135 S - R 719 0 R - Q 719 0 Q - O 1311 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 65 -434 Y - D 599 0 D - W 45 -826 W - F 674 0 F - V 48 - 1020 V - G 70 -549 V - Z 1709 -71 U - Z 44 - 2828 Webs Tens. Comp. Z - J 1053 - 59 Z - T 2253 - 34 J - T 41 -1583 T - K 46 - 1053 K - S 684 0 S - M 45 -832 M - Q 610 0 Q - N 65 -450 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.060 D 999 240 VERT(CL): 0.148 D 999 180 HORZ(LL): 0.016 O - - HORZ(TL): 0.038 O - - Creep Factor: 2.0 Max TC CSI: 0.629 Max BC CSI: 0.796 Max Web CSI: 0.915 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AK Ply: 1SEQN: 6002 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T363 DrwNo: 167.23.1337.21080 RDF / RTT 06/16/2023 W7 24'3"12 20'8"4 4'10"13 4'10"13 9'9"11 4'10"13 15' 5'2"5 20' 5' 23'0"5 3'0"5 25'4"3 2'3"14 30' 4'7"13 35'2"5 5'2"5 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'8"8 7'4"4 19'7"13 4'11"5 24'3"12 4'7"15 25'4"3 1'0"7 30'3"8 4'11"5 37'7"12 7'4"4 45' 7'4"41'2"1'2" 4"19'5"159'11"8(a) (a) (a) (a) (a) A B C D E F G H IJ K L M N O P QRSTUVWXY Z512 3X6(A1) 1.5X3 3X6 3X6 6X8 4X4 4X12 8X8 6X10 3X6 3X6 1.5X3 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 21.97 TC 70 19.59 25.41 TC 24 23.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1209 /- /- /753 /- /180 U 3158 /- /- /1848 /- /- O 960 /- /- /618 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) U Brg Wid = 3.5 Min Req = 3.0 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing U Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 27 -2101 C - D 47 - 1749 D - E 108 - 818 E - F 122 - 684 Chords Tens. Comp. J - K 887 0 M - N 51 -1128 N - O 31 - 1488 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 1873 0 Y - X 1304 0 X - W 1304 0 W - V 643 - 16 V - U 142 -1111 Chords Tens. Comp. U - T 143 -1135 S - R 719 0 R - Q 719 0 Q - O 1311 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Y 65 -434 Y - D 599 0 D - W 45 -826 W - F 674 0 F - V 48 - 1020 V - G 70 -549 V - Z 1709 -71 U - Z 44 - 2828 Webs Tens. Comp. Z - J 1053 - 59 Z - T 2253 - 34 J - T 41 -1583 T - K 46 - 1053 K - S 684 0 S - M 45 -832 M - Q 610 0 Q - N 65 -450 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.060 D 999 240 VERT(CL): 0.148 D 999 180 HORZ(LL): 0.016 O - - HORZ(TL): 0.038 O - - Creep Factor: 2.0 Max TC CSI: 0.629 Max BC CSI: 0.796 Max Web CSI: 0.915 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AK Ply: 1SEQN: 6002 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T363 DrwNo: 167.23.1337.21080 RDF / RTT 06/16/2023 W7 24'3"12 20'8"4 4'10"13 4'10"13 9'9"11 4'10"13 15' 5'2"5 20' 5' 23'0"5 3'0"5 25'4"3 2'3"14 30' 4'7"13 35'2"5 5'2"5 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'8"8 7'4"4 19'7"13 4'11"5 24'3"12 4'7"15 25'4"3 1'0"7 30'3"8 4'11"5 37'7"12 7'4"4 45' 7'4"41'2"1'2" 4"19'5"159'11"8(a) (a) (a) (a) (a) A B C D E F G H IJ K L M N O P QRSTUVWXY Z512 3X6(A1) 1.5X3 3X6 3X6 6X8 4X4 4X12 8X8 6X10 3X6 3X6 1.5X3 3X6(A1) $%Lbl:AK?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.31 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 3-3-4 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1209 /- /- /753 /- /165 S 3273 /- /- /1837 /- /- M 959 /- /- /618 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) M Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & M are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 34 -2101 C - D 53 - 1747 D - E 116 - 819 E - F 130 - 686 Chords Tens. Comp. H - I 881 0 K - L 55 -1126 L - M 35 - 1487 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1873 0 W - V 1299 0 V - U 1299 0 U - T 648 - 9 T - S 145 - 1135 Chords Tens. Comp. S - R 146 -1159 Q - P 716 0 P - O 716 0 O - M 1310 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 67 -436 W - D 600 0 D - U 43 -815 U - F 668 0 F - T 67 - 1064 T - G 37 -567 T - X 1771 - 50 S - X 40 -2933 Webs Tens. Comp. X - H 1050 - 39 X - R 2337 - 31 H - R 31 - 1639 R - I 65 - 1081 I - Q 683 0 Q - K 43 -821 K - O 611 0 O - L 67 -453 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.062 D 999 240 VERT(CL): 0.148 D 999 180 HORZ(LL): 0.017 M - - HORZ(TL): 0.039 M - - Creep Factor: 2.0 Max TC CSI: 0.864 Max BC CSI: 0.795 Max Web CSI: 0.950 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AL Ply: 1SEQN: 6027 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T364 DrwNo: 167.23.1337.27420 RDF / RTT 06/16/2023 T3 W7 24'3"12 20'8"4 4'10"13 4'10"13 9'9"11 4'10"13 14'10"4 5'0"9 19'11"11 5'1"7 25'0"5 5'0"10 30'1"12 5'1"7 35'2"5 5'0"9 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'10"4 7'6" 19'7"13 4'9"9 25'4"3 5'8"6 30'1"12 4'9"9 37'7"12 7'6" 45' 7'4"41'2"1'2" 4"18'7"159'1"8(a) (a) (a) (a) (a) A B C D E F G H I J K L M N OPQRSTUVW X 5 12 3X6(A1T) 1.5X3 3X4 3X4 3X6 3X6 3X4 3X4 6X8 4X4 4X4 4X128X8 6X12 3X4 3X4 3X6 3X6 3X4 3X4 1.5X3 3X6(A1T) 20' 91# 2'3"12186#4"8 186# 2'3"1291# 20' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.31 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 3-3-4 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1209 /- /- /753 /- /165 S 3273 /- /- /1837 /- /- M 959 /- /- /618 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) S Brg Wid = 3.5 Min Req = 3.1 (Truss) M Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & M are a rigid surface. Bearing S Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 34 -2101 C - D 53 - 1747 D - E 116 - 819 E - F 130 - 686 Chords Tens. Comp. H - I 881 0 K - L 55 -1126 L - M 35 - 1487 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1873 0 W - V 1299 0 V - U 1299 0 U - T 648 - 9 T - S 145 - 1135 Chords Tens. Comp. S - R 146 -1159 Q - P 716 0 P - O 716 0 O - M 1310 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - W 67 -436 W - D 600 0 D - U 43 -815 U - F 668 0 F - T 67 - 1064 T - G 37 -567 T - X 1771 - 50 S - X 40 -2933 Webs Tens. Comp. X - H 1050 - 39 X - R 2337 - 31 H - R 31 - 1639 R - I 65 - 1081 I - Q 683 0 Q - K 43 -821 K - O 611 0 O - L 67 -453 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.062 D 999 240 VERT(CL): 0.148 D 999 180 HORZ(LL): 0.017 M - - HORZ(TL): 0.039 M - - Creep Factor: 2.0 Max TC CSI: 0.864 Max BC CSI: 0.795 Max Web CSI: 0.950 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AL Ply: 1SEQN: 6027 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T364 DrwNo: 167.23.1337.27420 RDF / RTT 06/16/2023 T3 W7 24'3"12 20'8"4 4'10"13 4'10"13 9'9"11 4'10"13 14'10"4 5'0"9 19'11"11 5'1"7 25'0"5 5'0"10 30'1"12 5'1"7 35'2"5 5'0"9 40'1"3 4'10"13 45' 4'10"13 7'4"4 7'4"4 14'10"4 7'6" 19'7"13 4'9"9 25'4"3 5'8"6 30'1"12 4'9"9 37'7"12 7'6" 45' 7'4"41'2"1'2" 4"18'7"159'1"8(a) (a) (a) (a) (a) A B C D E F G H I J K L M N OPQRSTUVW X 5 12 3X6(A1T) 1.5X3 3X4 3X4 3X6 3X6 3X4 3X4 6X8 4X4 4X4 4X128X8 6X12 3X4 3X4 3X6 3X6 3X4 3X4 1.5X3 3X6(A1T) 20' 91# 2'3"12186#4"8 186# 2'3"1291# 20' $%Lbl:AL?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 19.97 TC 60 20.00 25.00 TC 24 25.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AL Ply: 1 Qty: 1 SEQN: 6027 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T364 DrwNo: 167.23.1337.27420 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 19.97 TC 60 20.00 25.00 TC 24 25.03 46.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AL Ply: 1 Qty: 1 SEQN: 6027 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T364 DrwNo: 167.23.1337.27420 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 15.59 29.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1112 /- /- /694 /- /130 Q 2651 /- /- /1484 /- /- L 915 /- /- /592 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) Q Brg Wid = 3.5 Min Req = 2.5 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 87 -1797 C - D 129 - 847 D - E 148 - 685 Chords Tens. Comp. E - G 215 -679 K - L 88 -1308 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1563 -10 U - T 1559 - 12 T - S 1559 - 12 R - Q 102 - 1012 Chords Tens. Comp. Q - P 103 -1036 P - O 1109 0 O - N 1109 0 N - L 1113 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - C 385 0 C - S 52 -987 S - G 1232 -46 G - R 95 - 1773 G - V 686 - 36 R - V 2037 - 42 Webs Tens. Comp. V - Q 54 -2580 V - P 1489 -53 I - P 79 -504 P - K 51 -1020 K - N 397 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.051 U 999 240 VERT(CL): 0.119 U 999 180 HORZ(LL): 0.017 L - - HORZ(TL): 0.038 L - - Creep Factor: 2.0 Max TC CSI: 0.797 Max BC CSI: 0.919 Max Web CSI: 0.828 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AM Ply: 1SEQN: 6008 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T365 DrwNo: 167.23.1337.40270 RDF / RTT 06/16/2023 T3 B2 W4 W6 24'3"12 20'8"4 8'1"13 8'1"13 16' 7'10"3 22'6" 6'6" 27'0"5 4'6"5 29'4"3 2'3"14 36'10"3 7'6" 45' 8'1"13 8'1"13 8'1"13 15'7"13 7'6" 22'6" 6'10"3 24'3"12 1'9"12 29'4"3 5'0"7 36'10"3 7'6" 45' 8'1"131'2"1'2" 4"17'9"158'3"8(a) (a) (a) (a) A B C D E F GHI J K L M NOPQRSTU V 5 12 3X6(A1)1.5X4 H0308 3X6 4X10 4X10 6X6 4X10 5X8 3X6 H0308 1.5X4 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T3 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 15.59 29.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1112 /- /- /694 /- /130 Q 2651 /- /- /1484 /- /- L 915 /- /- /592 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) Q Brg Wid = 3.5 Min Req = 2.5 (Truss) L Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & L are a rigid surface. Bearing Q Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 87 -1797 C - D 129 - 847 D - E 148 - 685 Chords Tens. Comp. E - G 215 -679 K - L 88 -1308 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1563 -10 U - T 1559 - 12 T - S 1559 - 12 R - Q 102 - 1012 Chords Tens. Comp. Q - P 103 -1036 P - O 1109 0 O - N 1109 0 N - L 1113 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - C 385 0 C - S 52 -987 S - G 1232 -46 G - R 95 - 1773 G - V 686 - 36 R - V 2037 - 42 Webs Tens. Comp. V - Q 54 -2580 V - P 1489 -53 I - P 79 -504 P - K 51 -1020 K - N 397 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.051 U 999 240 VERT(CL): 0.119 U 999 180 HORZ(LL): 0.017 L - - HORZ(TL): 0.038 L - - Creep Factor: 2.0 Max TC CSI: 0.797 Max BC CSI: 0.919 Max Web CSI: 0.828 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AM Ply: 1SEQN: 6008 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T365 DrwNo: 167.23.1337.40270 RDF / RTT 06/16/2023 T3 B2 W4 W6 24'3"12 20'8"4 8'1"13 8'1"13 16' 7'10"3 22'6" 6'6" 27'0"5 4'6"5 29'4"3 2'3"14 36'10"3 7'6" 45' 8'1"13 8'1"13 8'1"13 15'7"13 7'6" 22'6" 6'10"3 24'3"12 1'9"12 29'4"3 5'0"7 36'10"3 7'6" 45' 8'1"131'2"1'2" 4"17'9"158'3"8(a) (a) (a) (a) A B C D E F GHI J K L M NOPQRSTU V 5 12 3X6(A1)1.5X4 H0308 3X6 4X10 4X10 6X6 4X10 5X8 3X6 H0308 1.5X4 3X6(A1) $%Lbl:AM?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 16.00 29.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1081 /- /- /689 /- /118 M 2722 /- /- /1480 /- /- H 853 /- /- /585 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) M Brg Wid = 3.5 Min Req = 2.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & H are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 166 - 585 B - C 87 -1725 Chords Tens. Comp. C - D 139 - 753 G - H 85 - 1161 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1499 0 Q - P 1496 - 2 P - O 1496 -2 N - M 102 - 1037 Chords Tens. Comp. M - L 103 -1062 L - K 975 0 K - J 975 0 J - H 979 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 384 0 C - O 67 - 1026 O - E 1222 - 22 E - N 93 -1827 E - R 544 -14 N - R 2092 - 41 Webs Tens. Comp. R - M 52 - 2649 R - L 1487 - 32 F - L 58 -488 L - G 66 - 1058 G - J 396 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.052 Q 999 240 VERT(CL): 0.119 Q 999 180 HORZ(LL): 0.017 H - - HORZ(TL): 0.038 H - - Creep Factor: 2.0 Max TC CSI: 0.999 Max BC CSI: 0.915 Max Web CSI: 0.850 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AN Ply: 1SEQN: 6029 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T366 DrwNo: 167.23.1337.59553 RDF / RTT 06/16/2023 B2 W4 W6 24'3"12 20'8"4 8'1"13 8'1"13 15'11"11 7'9"14 22'6" 6'6"5 29'0"5 6'6"5 36'10"3 7'9"14 45' 8'1"13 8'1"13 8'1"13 15'7"13 7'6" 22'6" 6'10"3 29'4"3 6'10"3 36'10"3 7'6" 45' 8'1"131'2"1'2" 4"16'11"157'5"8(a) (a) (a) (a) A B C D EF G H I JKLMNOPQ R512 3X6(A1T)1.5X4 3X4 H0308 4X10 4X4 4X10 5X8 5X8 3X4 4X4 4X10 H0308 3X4 1.5X4 3X6(A1T) 15'11"11 79# 2' 150# 9'0"10 150# 2' 79# 15'11"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 16.00 29.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1081 /- /- /689 /- /118 M 2722 /- /- /1480 /- /- H 853 /- /- /585 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) M Brg Wid = 3.5 Min Req = 2.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & H are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 166 - 585 B - C 87 -1725 Chords Tens. Comp. C - D 139 - 753 G - H 85 - 1161 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1499 0 Q - P 1496 - 2 P - O 1496 -2 N - M 102 - 1037 Chords Tens. Comp. M - L 103 -1062 L - K 975 0 K - J 975 0 J - H 979 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 384 0 C - O 67 - 1026 O - E 1222 - 22 E - N 93 -1827 E - R 544 -14 N - R 2092 - 41 Webs Tens. Comp. R - M 52 - 2649 R - L 1487 - 32 F - L 58 -488 L - G 66 - 1058 G - J 396 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.052 Q 999 240 VERT(CL): 0.119 Q 999 180 HORZ(LL): 0.017 H - - HORZ(TL): 0.038 H - - Creep Factor: 2.0 Max TC CSI: 0.999 Max BC CSI: 0.915 Max Web CSI: 0.850 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AN Ply: 1SEQN: 6029 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T366 DrwNo: 167.23.1337.59553 RDF / RTT 06/16/2023 B2 W4 W6 24'3"12 20'8"4 8'1"13 8'1"13 15'11"11 7'9"14 22'6" 6'6"5 29'0"5 6'6"5 36'10"3 7'9"14 45' 8'1"13 8'1"13 8'1"13 15'7"13 7'6" 22'6" 6'10"3 29'4"3 6'10"3 36'10"3 7'6" 45' 8'1"131'2"1'2" 4"16'11"157'5"8(a) (a) (a) (a) A B C D EF G H I JKLMNOPQ R512 3X6(A1T)1.5X4 3X4 H0308 4X10 4X4 4X10 5X8 5X8 3X4 4X4 4X10 H0308 3X4 1.5X4 3X6(A1T) 15'11"11 79# 2' 150# 9'0"10 150# 2' 79# 15'11"11 $%Lbl:AN?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AN Ply: 1 Qty: 1 SEQN: 6029 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T366 DrwNo: 167.23.1337.59553 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AN Ply: 1 Qty: 1 SEQN: 6029 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T366 DrwNo: 167.23.1337.59553 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1115 /- /- /707 /- /105 T 2503 /- /- /1422 /- /- O 945 /- /- /600 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) T Brg Wid = 3.5 Min Req = 2.3 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing T Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 135 -1847 C - E 258 - 1592 E - G 266 -1618 G - H 269 - 1514 H - I 241 - 666 Chords Tens. Comp. I - J 241 - 666 J - L 252 -1222 L - N 243 -1199 N - O 119 -1420 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1616 -70 X - W 1577 - 85 W - V 1577 - 85 V - U 120 - 521 U - T 187 - 1838 Chords Tens. Comp. T - S 191 -1923 S - R 746 -18 R - Q 746 -18 Q - O 1223 - 10 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - V 145 - 683 V - H 2061 - 177 H - U 153 - 1768 H - Y 1286 - 134 U - Y 2200 - 116 Webs Tens. Comp. Y - T 128 -2413 Y - S 2495 -205 S - J 150 -894 J - Q 680 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.187 E 999 240 VERT(CL): 0.453 E 640 180 HORZ(LL): 0.071 D - - HORZ(TL): 0.170 D - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.861 Max Web CSI: 0.894 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AP Ply: 1SEQN: 6032 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T367 DrwNo: 167.23.1338.06367 RDF / RTT 06/16/2023 W6 2'9"42'10"14 7'2"8 24'3"12 20'8"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 31'0"5 1'0"5 37'4"3 6'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 45' 15'1'2"1'2" 4"1 30'1"12 7'2"8 7'7"136'1"152'11"6'7"8A B C D E F GHIJ K L M N O P QRSTUVWX Y 5 12 3X6(A1T) 4X4 1.5X31.5X3 H0308 4X8 5X12 5X6 5X6 H0308 3X10 3X6 1.5X31.5X3 3X6(A1T) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1115 /- /- /707 /- /105 T 2503 /- /- /1422 /- /- O 945 /- /- /600 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) T Brg Wid = 3.5 Min Req = 2.3 (Truss) O Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & O are a rigid surface. Bearing T Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 135 -1847 C - E 258 - 1592 E - G 266 -1618 G - H 269 - 1514 H - I 241 - 666 Chords Tens. Comp. I - J 241 - 666 J - L 252 -1222 L - N 243 -1199 N - O 119 -1420 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1616 -70 X - W 1577 - 85 W - V 1577 - 85 V - U 120 - 521 U - T 187 - 1838 Chords Tens. Comp. T - S 191 -1923 S - R 746 -18 R - Q 746 -18 Q - O 1223 - 10 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - V 145 - 683 V - H 2061 - 177 H - U 153 - 1768 H - Y 1286 - 134 U - Y 2200 - 116 Webs Tens. Comp. Y - T 128 -2413 Y - S 2495 -205 S - J 150 -894 J - Q 680 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.187 E 999 240 VERT(CL): 0.453 E 640 180 HORZ(LL): 0.071 D - - HORZ(TL): 0.170 D - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.861 Max Web CSI: 0.894 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AP Ply: 1SEQN: 6032 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T367 DrwNo: 167.23.1338.06367 RDF / RTT 06/16/2023 W6 2'9"42'10"14 7'2"8 24'3"12 20'8"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 31'0"5 1'0"5 37'4"3 6'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 45' 15'1'2"1'2" 4"1 30'1"12 7'2"8 7'7"136'1"152'11"6'7"8A B C D E F GHIJ K L M N O P QRSTUVWX Y 5 12 3X6(A1T) 4X4 1.5X31.5X3 H0308 4X8 5X12 5X6 5X6 H0308 3X10 3X6 1.5X31.5X3 3X6(A1T) $%Lbl:AP?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (C-F) 58 7.59 37.41 TC 120 11.59 33.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1172 /- /- /734 /- /90 L 2400 /- /- /1338 /- /- G 1003 /- /- /634 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) L Brg Wid = 3.5 Min Req = 2.2 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & G are a rigid surface. Bearing L Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 171 -1977 C - D 54 -588 Chords Tens. Comp. E - F 53 -588 F - G 164 -1558 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1732 -97 P - O 1575 -58 O - N 1575 - 58 M - L 88 -1494 Chords Tens. Comp. L - K 91 - 1575 K - J 787 -7 J - I 787 -7 I - G 1347 - 50 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 208 - 1402 Q - R 207 - 1398 D - S 57 -472 R - N 105 - 584 R - T 160 - 1187 N - X 1806 - 76 S - T 71 -424 S - U 56 -465 T - V 160 - 1187 U - W 56 -465 V - X 160 -1187 W - X 77 - 469 W - Z 56 - 465 X - M 120 - 1695 X - Y 1096 - 50 Webs Tens. Comp. X -AA 339 -391 M - Y 2109 -76 Y - L 83 -2310 Y - K 2222 -95 Z -AB 56 -465 AA-AC 339 -391 AB-AD 56 -465 AC-AE 339 -391 AD-AE 71 -424 AD- E 57 -472 AE-AF 339 -391 K -AF 107 -787 AF-AG 201 -1021 AF- I 797 -45 AG- F 201 -1024 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.080 T 999 240 VERT(CL): 0.193 T 999 180 HORZ(LL): 0.020 D - - HORZ(TL): 0.061 D - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.873 Max Web CSI: 0.857 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AQ Ply: 1SEQN: 6034 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T368 DrwNo: 167.23.1338.47763 RDF / RTT 06/16/2023 B2 W6 12'15'7"13 17'4"3 24'3"12 20'8"4 8' 8' 11'7"13 3'7"13 15' 3'4"4 22'6" 7'6" 30' 7'6" 33'0"5 3'0"5 37'4"3 4'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"15'3"155'9"8A B C D E F G H IJKLMNOP QR S T U V W X Y Z AA AB AC AD AE AF AG 5 12 3X6(A1T) 1.5X3 H0308 4X6 1.5X41.5X4 1.5X41.5X4 1.5X410X10 5X6 5X6 1.5X41.5X4 H0308 H0308 1.5X41.5X4 3X10 H0308 1.5X3 3X6(A1T) 11'11"11 79# 2' 150# 17'0"10 150# 2' 79# 11'11"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (C-F) 58 7.59 37.41 TC 120 11.59 33.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1172 /- /- /734 /- /90 L 2400 /- /- /1338 /- /- G 1003 /- /- /634 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) L Brg Wid = 3.5 Min Req = 2.2 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & G are a rigid surface. Bearing L Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 171 -1977 C - D 54 -588 Chords Tens. Comp. E - F 53 -588 F - G 164 -1558 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1732 -97 P - O 1575 -58 O - N 1575 - 58 M - L 88 -1494 Chords Tens. Comp. L - K 91 - 1575 K - J 787 -7 J - I 787 -7 I - G 1347 - 50 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 208 - 1402 Q - R 207 - 1398 D - S 57 -472 R - N 105 - 584 R - T 160 - 1187 N - X 1806 - 76 S - T 71 -424 S - U 56 -465 T - V 160 - 1187 U - W 56 -465 V - X 160 -1187 W - X 77 - 469 W - Z 56 - 465 X - M 120 - 1695 X - Y 1096 - 50 Webs Tens. Comp. X -AA 339 -391 M - Y 2109 -76 Y - L 83 -2310 Y - K 2222 -95 Z -AB 56 -465 AA-AC 339 -391 AB-AD 56 -465 AC-AE 339 -391 AD-AE 71 -424 AD- E 57 -472 AE-AF 339 -391 K -AF 107 -787 AF-AG 201 -1021 AF- I 797 -45 AG- F 201 -1024 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.080 T 999 240 VERT(CL): 0.193 T 999 180 HORZ(LL): 0.020 D - - HORZ(TL): 0.061 D - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.873 Max Web CSI: 0.857 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AQ Ply: 1SEQN: 6034 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T368 DrwNo: 167.23.1338.47763 RDF / RTT 06/16/2023 B2 W6 12'15'7"13 17'4"3 24'3"12 20'8"4 8' 8' 11'7"13 3'7"13 15' 3'4"4 22'6" 7'6" 30' 7'6" 33'0"5 3'0"5 37'4"3 4'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"15'3"155'9"8A B C D E F G H IJKLMNOP QR S T U V W X Y Z AA AB AC AD AE AF AG 5 12 3X6(A1T) 1.5X3 H0308 4X6 1.5X41.5X4 1.5X41.5X4 1.5X410X10 5X6 5X6 1.5X41.5X4 H0308 H0308 1.5X41.5X4 3X10 H0308 1.5X3 3X6(A1T) 11'11"11 79# 2' 150# 17'0"10 150# 2' 79# 11'11"11 $%Lbl:AQ?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1126 /- /- /700 /- /79 P 2470 /- /- /1390 /- /- K 958 /- /- /595 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) P Brg Wid = 3.5 Min Req = 2.3 (Truss) K Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & K are a rigid surface. Bearing P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 163 -1861 C - E 227 - 1633 E - F 192 -1545 F - G 170 - 713 Chords Tens. Comp. G - H 170 - 713 H - J 214 -1244 J - K 149 -1441 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1625 -80 T - S 1606 - 56 S - R 1606 -56 R - Q 65 -403 Q - P 123 - 1703 Chords Tens. Comp. P - O 127 -1787 O - N 791 -3 N - M 791 -3 M - K 1238 -36 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - R 116 - 656 R - F 1988 - 103 F - Q 139 - 1743 F - U 1238 - 67 Q - U 2172 - 99 Webs Tens. Comp. U - P 109 -2382 U - O 2420 - 128 O - H 120 - 866 H - M 637 -35 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.067 E 999 240 VERT(CL): 0.163 E 999 180 HORZ(LL): 0.018 C - - HORZ(TL): 0.042 C - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.871 Max Web CSI: 0.883 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AR Ply: 1SEQN: 6036 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T369 DrwNo: 167.23.1339.00697 RDF / RTT 06/16/2023 W6 24'3"12 20'8"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 35'0"5 5'0"5 37'4"3 2'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"14'5"154'11"8A B C D EFGHIJ K L MNOPQRST U 5 12 3X6(A1T) 4X4 H0308 3X10 4X12 5X6 5X6 H0308 3X10 3X6 3X6(A1T) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1126 /- /- /700 /- /79 P 2470 /- /- /1390 /- /- K 958 /- /- /595 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) P Brg Wid = 3.5 Min Req = 2.3 (Truss) K Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & K are a rigid surface. Bearing P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 163 -1861 C - E 227 - 1633 E - F 192 -1545 F - G 170 - 713 Chords Tens. Comp. G - H 170 - 713 H - J 214 -1244 J - K 149 -1441 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1625 -80 T - S 1606 - 56 S - R 1606 -56 R - Q 65 -403 Q - P 123 - 1703 Chords Tens. Comp. P - O 127 -1787 O - N 791 -3 N - M 791 -3 M - K 1238 -36 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - R 116 - 656 R - F 1988 - 103 F - Q 139 - 1743 F - U 1238 - 67 Q - U 2172 - 99 Webs Tens. Comp. U - P 109 -2382 U - O 2420 - 128 O - H 120 - 866 H - M 637 -35 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.067 E 999 240 VERT(CL): 0.163 E 999 180 HORZ(LL): 0.018 C - - HORZ(TL): 0.042 C - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.871 Max Web CSI: 0.883 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AR Ply: 1SEQN: 6036 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T369 DrwNo: 167.23.1339.00697 RDF / RTT 06/16/2023 W6 24'3"12 20'8"4 8' 8' 15' 7' 22'6" 7'6" 30' 7'6" 35'0"5 5'0"5 37'4"3 2'3"14 45' 7'7"13 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"14'5"154'11"8A B C D EFGHIJ K L MNOPQRST U 5 12 3X6(A1T) 4X4 H0308 3X10 4X12 5X6 5X6 H0308 3X10 3X6 3X6(A1T) $%Lbl:AR?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2, T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2,W4,W6, W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 110 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 9-4-0 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 0" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1397 /- /- /310 /- /- P 3212 /- /- /757 /- /- K 1137 /- /- /248 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) P Brg Wid = 3.5 Min Req = 1.5 (Support) K Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & K are a rigid surface. Bearing P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1169 C - E 0 -1076 E - F 0 -1040 Chords Tens. Comp. F - G 0 -932 I - J 0 -706 J - K 0 -814 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1037 0 T - S 964 0 S - R 964 0 Chords Tens. Comp. Q - P 0 -1115 P - O 0 -1168 M - K 702 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - G 1316 0 G - Q 0 -1052 G - U 662 0 Q - U 1395 0 Webs Tens. Comp. U - P 0 -1529 U - O 1576 0 O - I 0 -484 I - M 410 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.070 E 999 240 VERT(CL): 0.196 E 999 180 HORZ(LL): 0.017 D - - HORZ(TL): 0.047 D - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.538 Max Web CSI: 0.354 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AS Ply: 2SEQN: 6068 SPEC FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520004 T370 DrwNo: 170.23.1817.35997 / RTT 06/19/2023 2 Complete Trusses Required T2 T4 W2 W4 W6W7 24'3"12 20'8"4 8' 8' 11'5"2 3'5"2 15' 3'6"15 22'6" 7'6" 27'7"13 5'1"13 30' 2'4"3 37'0"5 7'0"5 45' 7'11"11 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"1 3'7"154'2"114'8"5A B C D EF G HI J K L MNOPQRST U 5 12 3X6(A1T) 3X6 1.5X3 3X6 4X4 4X10 4X6 4X6 H0308 4X6 3X6 3X6(A1T) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2, T4 2x4 DF-L #1&Bet.(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2,W4,W6, W7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 110 7.59 37.41 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 9-4-0 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 0" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1397 /- /- /310 /- /- P 3212 /- /- /757 /- /- K 1137 /- /- /248 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) P Brg Wid = 3.5 Min Req = 1.5 (Support) K Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & K are a rigid surface. Bearing P Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1169 C - E 0 -1076 E - F 0 -1040 Chords Tens. Comp. F - G 0 -932 I - J 0 -706 J - K 0 -814 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1037 0 T - S 964 0 S - R 964 0 Chords Tens. Comp. Q - P 0 -1115 P - O 0 -1168 M - K 702 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - G 1316 0 G - Q 0 -1052 G - U 662 0 Q - U 1395 0 Webs Tens. Comp. U - P 0 -1529 U - O 1576 0 O - I 0 -484 I - M 410 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.50 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.070 E 999 240 VERT(CL): 0.196 E 999 180 HORZ(LL): 0.017 D - - HORZ(TL): 0.047 D - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.538 Max Web CSI: 0.354 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AS Ply: 2SEQN: 6068 SPEC FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520004 T370 DrwNo: 170.23.1817.35997 / RTT 06/19/2023 2 Complete Trusses Required T2 T4 W2 W4 W6W7 24'3"12 20'8"4 8' 8' 11'5"2 3'5"2 15' 3'6"15 22'6" 7'6" 27'7"13 5'1"13 30' 2'4"3 37'0"5 7'0"5 45' 7'11"11 7'7"13 7'7"13 15' 7'4"4 22'6" 7'6" 24'3"12 1'9"12 30' 5'8"4 37'4"3 7'4"4 45' 7'7"131'2"1'2" 4"1 3'7"154'2"114'8"5A B C D EF G HI J K L MNOPQRST U 5 12 3X6(A1T) 3X6 1.5X3 3X6 4X4 4X10 4X6 4X6 H0308 4X6 3X6 3X6(A1T) $%Lbl:AS?$ 06/19/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AS Ply: 2 Qty: 1 SEQN: 6068 SPEC FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520004 T370 DrwNo: 170.23.1817.35997 / RTT 06/19/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:AS Ply: 2 Qty: 1 SEQN: 6068 SPEC FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520004 T370 DrwNo: 170.23.1817.35997 / RTT 06/19/2023 06/19/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 132 /- /- /66 /- /107 B /-320 U /-259 N /-483 Wind reactions based on MWFRS B Brg Wid = 224 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 999 -1044 Chords Tens. Comp. H - N 1436 - 1481 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 950 - 938 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 N 999 240 VERT(CL): 0.005 B 999 180 HORZ(LL): -0.012 E - - HORZ(TL): 0.019 E - - Creep Factor: 2.0 Max TC CSI: 0.237 Max BC CSI: 0.180 Max Web CSI: 0.026 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:B Ply: 1SEQN: 10870 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T13 DrwNo: 167.23.1359.55890 RDF / RTT 06/16/2023 18'8" 2'8"1'4" (TYP) 9'4" 9'4" 18'8" 9'4" 18'8" 18'8"1'2"1'2" 4"14'2"114'8"5A B H N O U 5 12 3X4(A1) 4X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 132 /- /- /66 /- /107 B /-320 U /-259 N /-483 Wind reactions based on MWFRS B Brg Wid = 224 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 999 -1044 Chords Tens. Comp. H - N 1436 - 1481 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 950 - 938 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 N 999 240 VERT(CL): 0.005 B 999 180 HORZ(LL): -0.012 E - - HORZ(TL): 0.019 E - - Creep Factor: 2.0 Max TC CSI: 0.237 Max BC CSI: 0.180 Max Web CSI: 0.026 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:B Ply: 1SEQN: 10870 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T13 DrwNo: 167.23.1359.55890 RDF / RTT 06/16/2023 18'8" 2'8"1'4" (TYP) 9'4" 9'4" 18'8" 9'4" 18'8" 18'8"1'2"1'2" 4"14'2"114'8"5A B H N O U 5 12 3X4(A1) 4X4 3X4(A1) $%Lbl:B?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 107.15 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 107.15 TC 0.00 18.67 2000 BC 18.52 Case 2: 2000 107.15 TC 0.00 18.67 2000 108.84 BC 0.15 18.52 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:B Ply: 1 Qty: 1 SEQN: 10870 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T13 DrwNo: 167.23.1359.55890 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 107.15 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 107.15 TC 0.00 18.67 2000 BC 18.52 Case 2: 2000 107.15 TC 0.00 18.67 2000 108.84 BC 0.15 18.52 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:B Ply: 1 Qty: 1 SEQN: 10870 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T13 DrwNo: 167.23.1359.55890 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W1 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. (S) 2x4 x 6'0" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 325 /- /- /171 /- /132 N 1328 /- /- /754 /- /- S /-399 Wind reactions based on MWFRS B Brg Wid = 73.0 Min Req = - N Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 230 - 588 E - J 77 -538 J - L 69 -478 Chords Tens. Comp. L - M 49 - 1848 M - N 50 -2432 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 554 - 259 R - Q 2079 0 Chords Tens. Comp. Q - P 2169 0 P - N 2169 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - X 124 - 1846 X - Q 97 -505 X - L 53 - 1438 Webs Tens. Comp. Q - L 546 0 Q - M 67 -615 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - R 59 -555 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.053 H 999 240 VERT(CL): 0.144 H 999 180 HORZ(LL): 0.021 N - - HORZ(TL): 0.057 N - - Creep Factor: 2.0 Max TC CSI: 0.456 Max BC CSI: 0.900 Max Web CSI: 0.927 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C Ply: 1SEQN: 10872 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T15 DrwNo: 167.23.1403.41300 RDF / RTT 06/16/2023 B2 W1 24'5"8 2'10"12 1'4" (TYP) 12'2"12 12'2"12 15'1"8 2'10"12 19'5"10 4'4"2 24'5"8 4'11"14 6'5"5 6'5"5 15'1"8 8'8"3 24'5"8 9'4"1'2"1'2" 4"15'5"35'10"12(a) A B E J L M N O PQR S X 5 12 3X4(A1)3X12 4X4 3X8 4X6 H0308 3X6(A1) (S) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W1 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. (S) 2x4 x 6'0" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 325 /- /- /171 /- /132 N 1328 /- /- /754 /- /- S /-399 Wind reactions based on MWFRS B Brg Wid = 73.0 Min Req = - N Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 230 - 588 E - J 77 -538 J - L 69 -478 Chords Tens. Comp. L - M 49 - 1848 M - N 50 -2432 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 554 - 259 R - Q 2079 0 Chords Tens. Comp. Q - P 2169 0 P - N 2169 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - X 124 - 1846 X - Q 97 -505 X - L 53 - 1438 Webs Tens. Comp. Q - L 546 0 Q - M 67 -615 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - R 59 -555 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.053 H 999 240 VERT(CL): 0.144 H 999 180 HORZ(LL): 0.021 N - - HORZ(TL): 0.057 N - - Creep Factor: 2.0 Max TC CSI: 0.456 Max BC CSI: 0.900 Max Web CSI: 0.927 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C Ply: 1SEQN: 10872 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T15 DrwNo: 167.23.1403.41300 RDF / RTT 06/16/2023 B2 W1 24'5"8 2'10"12 1'4" (TYP) 12'2"12 12'2"12 15'1"8 2'10"12 19'5"10 4'4"2 24'5"8 4'11"14 6'5"5 6'5"5 15'1"8 8'8"3 24'5"8 9'4"1'2"1'2" 4"15'5"35'10"12(a) A B E J L M N O PQR S X 5 12 3X4(A1)3X12 4X4 3X8 4X6 H0308 3X6(A1) (S) $%Lbl:C?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 800 # ( 32.71 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 32.71 TC 0.00 24.46 800 BC 0.15 Case 2: 800 32.71 TC 0.00 24.46 800 133.80 BC 0.15 6.12 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C Ply: 1 Qty: 1 SEQN: 10872 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T15 DrwNo: 167.23.1403.41300 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 800 # ( 32.71 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 32.71 TC 0.00 24.46 800 BC 0.15 Case 2: 800 32.71 TC 0.00 24.46 800 133.80 BC 0.15 6.12 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C Ply: 1 Qty: 1 SEQN: 10872 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T15 DrwNo: 167.23.1403.41300 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1264 /- /- /769 /- /82 F 1264 /- /- /769 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 40 -2268 C - D 75 - 1982 Chords Tens. Comp. D - E 75 - 1981 E - F 41 -2267 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2019 0 I - H 1366 0 Chords Tens. Comp. H - F 2018 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 82 -461 I - D 698 0 Webs Tens. Comp. D - H 697 0 H - E 82 -461 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 I 999 240 VERT(CL): 0.167 I 999 180 HORZ(LL): 0.026 F - - HORZ(TL): 0.060 F - - Creep Factor: 2.0 Max TC CSI: 0.418 Max BC CSI: 0.936 Max Web CSI: 0.256 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C1 Ply: 1SEQN: 5931 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T14 DrwNo: 167.23.1340.15080 RDF / RTT 06/16/2023 24'5"8 6'5"4 6'5"4 12'2"12 5'9"8 18'0"4 5'9"8 24'5"8 6'5"4 8'4"7 8'4"7 16'1"1 7'8"10 24'5"8 8'4"71'2"1'2" 4"15'5"35'10"12A B C D E F G HI 5 12 4X4(A2) 1.5X3 3X4 4X6 5X6 1.5X3 4X4(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1264 /- /- /769 /- /82 F 1264 /- /- /769 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 40 -2268 C - D 75 - 1982 Chords Tens. Comp. D - E 75 - 1981 E - F 41 -2267 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 2019 0 I - H 1366 0 Chords Tens. Comp. H - F 2018 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 82 -461 I - D 698 0 Webs Tens. Comp. D - H 697 0 H - E 82 -461 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 I 999 240 VERT(CL): 0.167 I 999 180 HORZ(LL): 0.026 F - - HORZ(TL): 0.060 F - - Creep Factor: 2.0 Max TC CSI: 0.418 Max BC CSI: 0.936 Max Web CSI: 0.256 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C1 Ply: 1SEQN: 5931 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T14 DrwNo: 167.23.1340.15080 RDF / RTT 06/16/2023 24'5"8 6'5"4 6'5"4 12'2"12 5'9"8 18'0"4 5'9"8 24'5"8 6'5"4 8'4"7 8'4"7 16'1"1 7'8"10 24'5"8 8'4"71'2"1'2" 4"15'5"35'10"12A B C D E F G HI 5 12 4X4(A2) 1.5X3 3X4 4X6 5X6 1.5X3 4X4(A2) $%Lbl:C1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 1000 # ( 40.89 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 40.89 TC 0.00 24.46 1000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1159 /- /- /882 /- /1000 E 1267 /- /- /938 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -2292 B - C 80 -2003 Chords Tens. Comp. C - D 76 - 1989 D - E 43 - 2275 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2044 0 H - G 1374 0 Chords Tens. Comp. G - E 2025 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 83 -472 H - C 708 0 Webs Tens. Comp. C - G 696 0 G - D 82 -462 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 G 999 240 VERT(CL): 0.167 G 999 180 HORZ(LL): 0.025 E - - HORZ(TL): 0.060 E - - Creep Factor: 2.0 Max TC CSI: 0.452 Max BC CSI: 0.944 Max Web CSI: 0.264 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C2 Ply: 1SEQN: 5937 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T21 DrwNo: 167.23.1340.21300 RDF / RTT 06/16/2023 24'5"8 6'5"4 6'5"4 12'2"12 5'9"8 18'0"4 5'9"8 24'5"8 6'5"4 8'4"7 8'4"7 16'1"1 7'8"10 24'5"8 8'4"7 1'2" 4"15'5"35'10"12A B C D E F GH 5 12 4X4(A2) 1.5X3 3X4 4X6 5X6 1.5X3 4X4(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 1000 # ( 40.89 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 40.89 TC 0.00 24.46 1000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1159 /- /- /882 /- /1000 E 1267 /- /- /938 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -2292 B - C 80 -2003 Chords Tens. Comp. C - D 76 - 1989 D - E 43 - 2275 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2044 0 H - G 1374 0 Chords Tens. Comp. G - E 2025 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 83 -472 H - C 708 0 Webs Tens. Comp. C - G 696 0 G - D 82 -462 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 G 999 240 VERT(CL): 0.167 G 999 180 HORZ(LL): 0.025 E - - HORZ(TL): 0.060 E - - Creep Factor: 2.0 Max TC CSI: 0.452 Max BC CSI: 0.944 Max Web CSI: 0.264 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C2 Ply: 1SEQN: 5937 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T21 DrwNo: 167.23.1340.21300 RDF / RTT 06/16/2023 24'5"8 6'5"4 6'5"4 12'2"12 5'9"8 18'0"4 5'9"8 24'5"8 6'5"4 8'4"7 8'4"7 16'1"1 7'8"10 24'5"8 8'4"7 1'2" 4"15'5"35'10"12A B C D E F GH 5 12 4X4(A2) 1.5X3 3X4 4X6 5X6 1.5X3 4X4(A2) $%Lbl:C2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1159 /- /- /697 /- /76 E 1267 /- /- /770 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -2292 B - C 80 -2003 Chords Tens. Comp. C - D 76 - 1989 D - E 43 - 2275 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2044 0 H - G 1374 0 Chords Tens. Comp. G - E 2025 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 83 -472 H - C 708 0 Webs Tens. Comp. C - G 696 0 G - D 82 -462 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 G 999 240 VERT(CL): 0.167 G 999 180 HORZ(LL): 0.025 E - - HORZ(TL): 0.060 E - - Creep Factor: 2.0 Max TC CSI: 0.452 Max BC CSI: 0.944 Max Web CSI: 0.264 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C3 Ply: 1SEQN: 5941 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T34 DrwNo: 167.23.1340.25120 RDF / RTT 06/16/2023 24'5"8 6'5"4 6'5"4 12'2"12 5'9"8 18'0"4 5'9"8 24'5"8 6'5"4 8'4"7 8'4"7 16'1"1 7'8"10 24'5"8 8'4"7 1'2" 4"15'5"35'10"12A B C D E F GH 5 12 4X4(A2) 1.5X3 3X4 4X6 5X6 1.5X3 4X4(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1159 /- /- /697 /- /76 E 1267 /- /- /770 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -2292 B - C 80 -2003 Chords Tens. Comp. C - D 76 - 1989 D - E 43 - 2275 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2044 0 H - G 1374 0 Chords Tens. Comp. G - E 2025 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 83 -472 H - C 708 0 Webs Tens. Comp. C - G 696 0 G - D 82 -462 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 G 999 240 VERT(CL): 0.167 G 999 180 HORZ(LL): 0.025 E - - HORZ(TL): 0.060 E - - Creep Factor: 2.0 Max TC CSI: 0.452 Max BC CSI: 0.944 Max Web CSI: 0.264 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C3 Ply: 1SEQN: 5941 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T34 DrwNo: 167.23.1340.25120 RDF / RTT 06/16/2023 24'5"8 6'5"4 6'5"4 12'2"12 5'9"8 18'0"4 5'9"8 24'5"8 6'5"4 8'4"7 8'4"7 16'1"1 7'8"10 24'5"8 8'4"7 1'2" 4"15'5"35'10"12A B C D E F GH 5 12 4X4(A2) 1.5X3 3X4 4X6 5X6 1.5X3 4X4(A2) $%Lbl:C3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 982 /- /- /591 /- /66 E 1091 /- /- /664 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 71 -1882 B - C 67 -1376 Chords Tens. Comp. C - D 66 - 1375 D - E 70 - 1869 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 1681 -1 H - G 1664 0 Chords Tens. Comp. G - E 1664 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 90 -534 C - H 658 0 Webs Tens. Comp. H - D 87 -515 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.047 H 999 240 VERT(CL): 0.111 H 999 180 HORZ(LL): 0.017 E - - HORZ(TL): 0.041 E - - Creep Factor: 2.0 Max TC CSI: 0.499 Max BC CSI: 0.813 Max Web CSI: 0.276 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C4 Ply: 1SEQN: 74781 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T33 DrwNo: 167.23.1340.32137 RDF / RTT 06/16/2023 20'9" 5'6"2 5'6"2 10'4"8 4'10"6 15'2"14 4'10"6 20'9" 5'6"2 10'4"8 10'4"8 20'9" 10'4"8 1'2" 4"14'7"155'1"8A B C D E F GH 5 12 4X4(A2) 1.5X3 4X4 3X8 H0308 1.5X3 4X4(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 982 /- /- /591 /- /66 E 1091 /- /- /664 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 71 -1882 B - C 67 -1376 Chords Tens. Comp. C - D 66 - 1375 D - E 70 - 1869 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 1681 -1 H - G 1664 0 Chords Tens. Comp. G - E 1664 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 90 -534 C - H 658 0 Webs Tens. Comp. H - D 87 -515 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.047 H 999 240 VERT(CL): 0.111 H 999 180 HORZ(LL): 0.017 E - - HORZ(TL): 0.041 E - - Creep Factor: 2.0 Max TC CSI: 0.499 Max BC CSI: 0.813 Max Web CSI: 0.276 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:C4 Ply: 1SEQN: 74781 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T33 DrwNo: 167.23.1340.32137 RDF / RTT 06/16/2023 20'9" 5'6"2 5'6"2 10'4"8 4'10"6 15'2"14 4'10"6 20'9" 5'6"2 10'4"8 10'4"8 20'9" 10'4"8 1'2" 4"14'7"155'1"8A B C D E F GH 5 12 4X4(A2) 1.5X3 4X4 3X8 H0308 1.5X3 4X4(A2) $%Lbl:C4?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 57 8.00 12.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2224 /- /- /1892 /- /3002 E 2329 /- /- /1949 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2114 A - B 0 -2326 Chords Tens. Comp. C - D 0 -2140 D - E 0 -2349 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 2095 0 I - H 2367 0 Chords Tens. Comp. H - G 2367 0 G - E 2123 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - C 0 -398 B - I 431 0 Webs Tens. Comp. G - D 390 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 C 999 240 VERT(CL): 0.170 C 999 180 HORZ(LL): 0.031 E - - HORZ(TL): 0.061 E - - Creep Factor: 2.0 Max TC CSI: 0.628 Max BC CSI: 0.608 Max Web CSI: 0.175 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:CA Ply: 2SEQN: 74782 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T19 DrwNo: 167.23.1341.40410 RDF / RTT 06/16/2023 2 Complete Trusses Required 20'9" 7'11"11 7'11"11 10'4"8 2'4"13 12'9"5 2'4"13 20'9" 7'11"11 7'7"13 7'7"13 13'1"3 5'5"6 20'9" 7'7"13 1'2" 4"13'7"154'1"8A B CD E F GHI 5 12 4X4(A2) 4X4 3X4 3X4 3X6 3X4 4X4 4X4(A2T) 734# 4'9"10 734# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 57 8.00 12.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2224 /- /- /1892 /- /3002 E 2329 /- /- /1949 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2114 A - B 0 -2326 Chords Tens. Comp. C - D 0 -2140 D - E 0 -2349 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 2095 0 I - H 2367 0 Chords Tens. Comp. H - G 2367 0 G - E 2123 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - C 0 -398 B - I 431 0 Webs Tens. Comp. G - D 390 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.071 C 999 240 VERT(CL): 0.170 C 999 180 HORZ(LL): 0.031 E - - HORZ(TL): 0.061 E - - Creep Factor: 2.0 Max TC CSI: 0.628 Max BC CSI: 0.608 Max Web CSI: 0.175 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:CA Ply: 2SEQN: 74782 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T19 DrwNo: 167.23.1341.40410 RDF / RTT 06/16/2023 2 Complete Trusses Required 20'9" 7'11"11 7'11"11 10'4"8 2'4"13 12'9"5 2'4"13 20'9" 7'11"11 7'7"13 7'7"13 13'1"3 5'5"6 20'9" 7'7"13 1'2" 4"13'7"154'1"8A B CD E F GHI 5 12 4X4(A2) 4X4 3X4 3X4 3X6 3X4 4X4 4X4(A2T) 734# 4'9"10 734# $%Lbl:CA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 3000 # ( 144.59 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 3000 144.59 TC 0.00 20.75 3000 BC 0.15 #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:CA Ply: 2 Qty: 1 SEQN: 74782 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T19 DrwNo: 167.23.1341.40410 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 3000 # ( 144.59 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 3000 144.59 TC 0.00 20.75 3000 BC 0.15 #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:CA Ply: 2 Qty: 1 SEQN: 74782 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T19 DrwNo: 167.23.1341.40410 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lt Wedge: 2x8 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 22.03 BC: From 16 plf at 0.00 to 16 plf at 20.75 BC: From 4 plf at 20.75 to 4 plf at 22.03 TC: 500 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 55 7.59 13.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1461 /- /- /591 /- /64 G 1112 /- /- /664 /- /- Wind reactions based on MWFRS L Brg Wid = 3.5 Min Req = 1.6 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings L & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 119 -1856 B - D 180 -1667 Chords Tens. Comp. D - F 177 -1576 F - G 114 -1802 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1660 -32 K - J 1693 -21 Chords Tens. Comp. J - I 1693 -21 I - G 1570 - 6 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.099 A 999 240 VERT(CL): 0.333 A 737 180 HORZ(LL): 0.040 A - - HORZ(TL): 0.136 A - - Creep Factor: 2.0 Max TC CSI: 0.954 Max BC CSI: 0.888 Max Web CSI: 0.125 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:CB Ply: 1SEQN: 74783 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T20 DrwNo: 167.23.1342.15803 RDF / RTT 06/16/2023 B2 20'9" 8' 8' 10'4"8 2'4"8 10'9"5 4"13 13'1"3 2'3"14 20'9" 7'7"13 7'7"13 7'7"13 13'1"3 5'5"6 20'9" 7'7"13 1'2" 4"14'5"154'11"8A B C D EF G H IJKL 5 12 4X4(A2)H0308 4X4 4X4 4X4(A2) 1' 500# 19'9" **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) B2 2x4 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lt Wedge: 2x8 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 22.03 BC: From 16 plf at 0.00 to 16 plf at 20.75 BC: From 4 plf at 20.75 to 4 plf at 22.03 TC: 500 lb Conc. Load at 1.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 55 7.59 13.16 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1461 /- /- /591 /- /64 G 1112 /- /- /664 /- /- Wind reactions based on MWFRS L Brg Wid = 3.5 Min Req = 1.6 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings L & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 119 -1856 B - D 180 -1667 Chords Tens. Comp. D - F 177 -1576 F - G 114 -1802 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1660 -32 K - J 1693 -21 Chords Tens. Comp. J - I 1693 -21 I - G 1570 - 6 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.099 A 999 240 VERT(CL): 0.333 A 737 180 HORZ(LL): 0.040 A - - HORZ(TL): 0.136 A - - Creep Factor: 2.0 Max TC CSI: 0.954 Max BC CSI: 0.888 Max Web CSI: 0.125 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:CB Ply: 1SEQN: 74783 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T20 DrwNo: 167.23.1342.15803 RDF / RTT 06/16/2023 B2 20'9" 8' 8' 10'4"8 2'4"8 10'9"5 4"13 13'1"3 2'3"14 20'9" 7'7"13 7'7"13 7'7"13 13'1"3 5'5"6 20'9" 7'7"13 1'2" 4"14'5"154'11"8A B C D EF G H IJKL 5 12 4X4(A2)H0308 4X4 4X4 4X4(A2) 1' 500# 19'9" $%Lbl:CB?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 882 /- /- /531 /- /60 E 993 /- /- /605 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 100 -1675 B - C 85 -1228 Chords Tens. Comp. C - D 84 - 1227 D - E 99 - 1660 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1495 -26 Chords Tens. Comp. G - E 1476 - 16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 96 -472 C - G 600 0 Webs Tens. Comp. G - D 92 -450 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 G 999 240 VERT(CL): 0.094 G 999 180 HORZ(LL): 0.016 E - - HORZ(TL): 0.037 E - - Creep Factor: 2.0 Max TC CSI: 0.444 Max BC CSI: 0.956 Max Web CSI: 0.238 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D Ply: 1SEQN: 6042 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T32 DrwNo: 167.23.1342.23387 RDF / RTT 06/16/2023 18'8" 4'11"14 4'11"14 9'4" 4'4"2 13'8"2 4'4"2 18'8" 4'11"14 9'4" 9'4" 18'8" 9'4"1'2" 4"14'2"114'8"5A B C D E F G 5 12 3X4(A1) 1.5X3 4X4 3X8 1.5X3 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 882 /- /- /531 /- /60 E 993 /- /- /605 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 100 -1675 B - C 85 -1228 Chords Tens. Comp. C - D 84 - 1227 D - E 99 - 1660 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1495 -26 Chords Tens. Comp. G - E 1476 - 16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 96 -472 C - G 600 0 Webs Tens. Comp. G - D 92 -450 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 G 999 240 VERT(CL): 0.094 G 999 180 HORZ(LL): 0.016 E - - HORZ(TL): 0.037 E - - Creep Factor: 2.0 Max TC CSI: 0.444 Max BC CSI: 0.956 Max Web CSI: 0.238 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D Ply: 1SEQN: 6042 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T32 DrwNo: 167.23.1342.23387 RDF / RTT 06/16/2023 18'8" 4'11"14 4'11"14 9'4" 4'4"2 13'8"2 4'4"2 18'8" 4'11"14 9'4" 9'4" 18'8" 9'4"1'2" 4"14'2"114'8"5A B C D E F G 5 12 3X4(A1) 1.5X3 4X4 3X8 1.5X3 3X4(A1) $%Lbl:D?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 132 /- /- /66 /- /43 N /-101 Wind reactions based on MWFRS B Brg Wid = 224 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. J - N 545 - 589 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 N 999 240 VERT(CL): 0.005 N 999 180 HORZ(LL): -0.003 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.142 Max BC CSI: 0.164 Max Web CSI: 0.059 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D1 Ply: 1SEQN: 10875 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T374 DrwNo: 167.23.1406.47383 RDF / RTT 06/16/2023 18'8" 2'8"1'4" (TYP) 9'4" 9'4" 18'8" 9'4" 6'9"12 6'9"12 18'8" 11'10"41'2"1'2" 4"14'2"114'8"5A B H J N O X 5 12 3X4(A1)3X4 4X6 4X6 4X4 4X6 4X6 3X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 132 /- /- /66 /- /43 N /-101 Wind reactions based on MWFRS B Brg Wid = 224 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. J - N 545 - 589 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 N 999 240 VERT(CL): 0.005 N 999 180 HORZ(LL): -0.003 D - - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.142 Max BC CSI: 0.164 Max Web CSI: 0.059 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D1 Ply: 1SEQN: 10875 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T374 DrwNo: 167.23.1406.47383 RDF / RTT 06/16/2023 18'8" 2'8"1'4" (TYP) 9'4" 9'4" 18'8" 9'4" 6'9"12 6'9"12 18'8" 11'10"41'2"1'2" 4"14'2"114'8"5A B H J N O X 5 12 3X4(A1)3X4 4X6 4X6 4X4 4X6 4X6 3X4 3X4(A1) $%Lbl:D1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 800 # ( 42.86 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 42.86 TC 0.00 18.67 800 BC 18.52 Case 2: 800 42.86 TC 0.00 18.67 800 43.54 BC 0.15 18.52 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D1 Ply: 1 Qty: 1 SEQN: 10875 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T374 DrwNo: 167.23.1406.47383 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 800 # ( 42.86 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 42.86 TC 0.00 18.67 800 BC 18.52 Case 2: 800 42.86 TC 0.00 18.67 800 43.54 BC 0.15 18.52 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D1 Ply: 1 Qty: 1 SEQN: 10875 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T374 DrwNo: 167.23.1406.47383 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 1000 # ( 53.58 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 53.58 TC 0.00 18.67 1000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 882 /- /- /723 /- /1000 E 993 /- /- /781 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 100 -1675 B - C 85 -1228 Chords Tens. Comp. C - D 84 - 1227 D - E 99 - 1660 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1495 -26 Chords Tens. Comp. G - E 1476 - 16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 96 -472 C - G 600 0 Webs Tens. Comp. G - D 92 -450 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 G 999 240 VERT(CL): 0.094 G 999 180 HORZ(LL): 0.017 E - - HORZ(TL): 0.037 E - - Creep Factor: 2.0 Max TC CSI: 0.444 Max BC CSI: 0.956 Max Web CSI: 0.238 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D2 Ply: 1SEQN: 6052 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T375 DrwNo: 167.23.1342.47827 RDF / RTT 06/16/2023 18'8" 4'11"14 4'11"14 9'4" 4'4"2 13'8"2 4'4"2 18'8" 4'11"14 9'4" 9'4" 18'8" 9'4"1'2" 4"14'2"114'8"5A B C D E F G 5 12 3X4(A1) 1.5X3 4X4 3X8 1.5X3 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 1000 # ( 53.58 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 53.58 TC 0.00 18.67 1000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 882 /- /- /723 /- /1000 E 993 /- /- /781 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 100 -1675 B - C 85 -1228 Chords Tens. Comp. C - D 84 - 1227 D - E 99 - 1660 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1495 -26 Chords Tens. Comp. G - E 1476 - 16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 96 -472 C - G 600 0 Webs Tens. Comp. G - D 92 -450 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 G 999 240 VERT(CL): 0.094 G 999 180 HORZ(LL): 0.017 E - - HORZ(TL): 0.037 E - - Creep Factor: 2.0 Max TC CSI: 0.444 Max BC CSI: 0.956 Max Web CSI: 0.238 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:D2 Ply: 1SEQN: 6052 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T375 DrwNo: 167.23.1342.47827 RDF / RTT 06/16/2023 18'8" 4'11"14 4'11"14 9'4" 4'4"2 13'8"2 4'4"2 18'8" 4'11"14 9'4" 9'4" 18'8" 9'4"1'2" 4"14'2"114'8"5A B C D E F G 5 12 3X4(A1) 1.5X3 4X4 3X8 1.5X3 3X4(A1) $%Lbl:D2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 7.97 TC: From 152 plf at 7.97 to 231 plf at 9.33 TC: From 231 plf at 9.33 to 153 plf at 10.67 TC: From 78 plf at 10.67 to 77 plf at 10.69 TC: From 79 plf at 10.69 to 79 plf at 19.95 BC: From 39 plf at 0.00 to 39 plf at 18.67 BC: From 4 plf at 18.67 to 4 plf at 19.95 TC: 710 lb Conc. Load at 7.97,10.69 BC: 240 lb Conc. Load at 4.00,14.67 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 32 8.00 10.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes California hip girder load case modified Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2197 /- /- /293 /- /- D 2307 /- /- /299 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 81 -1983 A - B 70 -2178 Chords Tens. Comp. C - D 70 - 2191 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1963 -15 G - F 1957 - 16 Chords Tens. Comp. F - D 1981 - 11 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.051 F 999 240 VERT(CL): 0.122 F 999 180 HORZ(LL): 0.020 D - - HORZ(TL): 0.048 D - - Creep Factor: 2.0 Max TC CSI: 0.660 Max BC CSI: 0.903 Max Web CSI: 0.093 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:DA Ply: 2SEQN: 6040 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T371 DrwNo: 167.23.1343.00543 RDF / RTT 06/16/2023 2 Complete Trusses Required 18'8" 7'11"11 7'11"11 10'8"5 2'8"10 18'8" 7'11"11 7'7"13 7'7"13 11'0"3 3'4"6 18'8" 7'7"13 1'2" 4"13'7"154'1"8A B C D E FG 5 12 4X4(A2)1.5X3 6X8 3X4 4X4 4X4(A2T) 4' 240# 710#710# 10'8" 240# 4' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 7.97 TC: From 152 plf at 7.97 to 231 plf at 9.33 TC: From 231 plf at 9.33 to 153 plf at 10.67 TC: From 78 plf at 10.67 to 77 plf at 10.69 TC: From 79 plf at 10.69 to 79 plf at 19.95 BC: From 39 plf at 0.00 to 39 plf at 18.67 BC: From 4 plf at 18.67 to 4 plf at 19.95 TC: 710 lb Conc. Load at 7.97,10.69 BC: 240 lb Conc. Load at 4.00,14.67 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 32 8.00 10.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes California hip girder load case modified Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2197 /- /- /293 /- /- D 2307 /- /- /299 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 81 -1983 A - B 70 -2178 Chords Tens. Comp. C - D 70 - 2191 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 1963 -15 G - F 1957 - 16 Chords Tens. Comp. F - D 1981 - 11 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.051 F 999 240 VERT(CL): 0.122 F 999 180 HORZ(LL): 0.020 D - - HORZ(TL): 0.048 D - - Creep Factor: 2.0 Max TC CSI: 0.660 Max BC CSI: 0.903 Max Web CSI: 0.093 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:DA Ply: 2SEQN: 6040 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T371 DrwNo: 167.23.1343.00543 RDF / RTT 06/16/2023 2 Complete Trusses Required 18'8" 7'11"11 7'11"11 10'8"5 2'8"10 18'8" 7'11"11 7'7"13 7'7"13 11'0"3 3'4"6 18'8" 7'7"13 1'2" 4"13'7"154'1"8A B C D E FG 5 12 4X4(A2)1.5X3 6X8 3X4 4X4 4X4(A2T) 4' 240# 710#710# 10'8" 240# 4' $%Lbl:DA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:DA Ply: 2 Qty: 1 SEQN: 6040 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T371 DrwNo: 167.23.1343.00543 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:DA Ply: 2 Qty: 1 SEQN: 6040 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T371 DrwNo: 167.23.1343.00543 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are not exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 546 /- /- /279 /- /36 G 546 /- /- /279 /- /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & G are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 240 VERT(CL): 0.003 F 999 180 HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.429 Max Web CSI: 0.097 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:E Ply: 1SEQN: 6046 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T373 DrwNo: 167.23.1343.05553 RDF / RTT 06/16/2023 8"8 6'1"8"8 3'9" 3'9" 7'6" 3'9" 10"4 10"4 6'7"12 5'9"8 7'6" 10"4 1'2"1'2"3'4'6"12A B C D E FGHI 5 12 3X4 3X6 3X4 4X4 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are not exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 546 /- /- /279 /- /36 G 546 /- /- /279 /- /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & G are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 240 VERT(CL): 0.003 F 999 180 HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.429 Max Web CSI: 0.097 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:E Ply: 1SEQN: 6046 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T373 DrwNo: 167.23.1343.05553 RDF / RTT 06/16/2023 8"8 6'1"8"8 3'9" 3'9" 7'6" 3'9" 10"4 10"4 6'7"12 5'9"8 7'6" 10"4 1'2"1'2"3'4'6"12A B C D E FGHI 5 12 3X4 3X6 3X4 4X4 3X4 3X4 3X6 $%Lbl:E?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W1,W2,M1, M7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2000 # ( 266.74 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 266.74 TC 0.00 7.50 2000 BC 0.00 Case 2: 2000 266.74 TC 0.00 7.50 2000 266.67 BC 0.00 7.50 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates shown, or use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P* 182 /- /- /82 /19 /294 P /-5896 O /-4900 M /-623 L /-375 K /-323 Wind reactions based on MWFRS P Brg Wid = 81.5 Min Req = - Bearing P is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 1870 -1859 Chords Tens. Comp. E - G 955 -876 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1489 -1489 O - M 1551 - 1605 Chords Tens. Comp. M - K 802 -858 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 5299 -5517 Webs Tens. Comp. K - H 415 -632 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. P - B 5896 -5911 E - M 616 - 754 Gables Tens. Comp. G - K 519 - 532 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043 J 195 240 VERT(CL): 0.046 J 182 180 HORZ(LL): 0.144 G - - HORZ(TL): 0.164 G - - Creep Factor: 2.0 Max TC CSI: 0.402 Max BC CSI: 0.356 Max Web CSI: 0.761 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:E1 Ply: 1SEQN: 10877 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T377 DrwNo: 167.23.1410.25240 RDF / RTT 06/16/2023 W1 W2 M1 M7 7'6" 1'1"1'4" (TYP) 11"4 3'9" 3'9" 7'6" 3'9" 7'6" 7'6"1'2"1'2"3'4'6"12A B E G H I JK LMO P 5 12 H0610 6X8 6X8 4X4 3X4 1.5X4 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W1,W2,M1, M7 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2000 # ( 266.74 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 266.74 TC 0.00 7.50 2000 BC 0.00 Case 2: 2000 266.74 TC 0.00 7.50 2000 266.67 BC 0.00 7.50 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is not exposed to wind Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates shown, or use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P* 182 /- /- /82 /19 /294 P /-5896 O /-4900 M /-623 L /-375 K /-323 Wind reactions based on MWFRS P Brg Wid = 81.5 Min Req = - Bearing P is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 1870 -1859 Chords Tens. Comp. E - G 955 -876 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 1489 -1489 O - M 1551 - 1605 Chords Tens. Comp. M - K 802 -858 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 5299 -5517 Webs Tens. Comp. K - H 415 -632 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. P - B 5896 -5911 E - M 616 - 754 Gables Tens. Comp. G - K 519 - 532 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043 J 195 240 VERT(CL): 0.046 J 182 180 HORZ(LL): 0.144 G - - HORZ(TL): 0.164 G - - Creep Factor: 2.0 Max TC CSI: 0.402 Max BC CSI: 0.356 Max Web CSI: 0.761 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:E1 Ply: 1SEQN: 10877 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T377 DrwNo: 167.23.1410.25240 RDF / RTT 06/16/2023 W1 W2 M1 M7 7'6" 1'1"1'4" (TYP) 11"4 3'9" 3'9" 7'6" 3'9" 7'6" 7'6"1'2"1'2"3'4'6"12A B E G H I JK LMO P 5 12 H0610 6X8 6X8 4X4 3X4 1.5X4 3X4 3X4 3X6 $%Lbl:E1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 1000 # ( 133.37 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 133.37 TC 0.00 7.50 1000 BC 0.85 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are not exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 546 /- /- /995 /476 /1000 G 546 /- /- /995 /476 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 587 - 483 Chords Tens. Comp. C - D 588 - 483 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 525 - 475 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - C 789 - 969 Webs Tens. Comp. C - G 790 - 969 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 B 999 240 VERT(CL): 0.005 B 999 180 HORZ(LL): 0.011 D - - HORZ(TL): 0.016 D - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.429 Max Web CSI: 0.453 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:E2 Ply: 1SEQN: 6066 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T378 DrwNo: 167.23.1343.39017 RDF / RTT 06/16/2023 8"8 6'1"8"8 3'9" 3'9" 7'6" 3'9" 10"4 10"4 6'7"12 5'9"8 7'6" 10"4 1'2"1'2"3'4'6"12A B C D E FGHI 5 12 3X4 3X6 3X4 4X4 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 1000 # ( 133.37 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 133.37 TC 0.00 7.50 1000 BC 0.85 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are not exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 546 /- /- /995 /476 /1000 G 546 /- /- /995 /476 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 587 - 483 Chords Tens. Comp. C - D 588 - 483 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 525 - 475 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - C 789 - 969 Webs Tens. Comp. C - G 790 - 969 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 B 999 240 VERT(CL): 0.005 B 999 180 HORZ(LL): 0.011 D - - HORZ(TL): 0.016 D - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.429 Max Web CSI: 0.453 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:E2 Ply: 1SEQN: 6066 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T378 DrwNo: 167.23.1343.39017 RDF / RTT 06/16/2023 8"8 6'1"8"8 3'9" 3'9" 7'6" 3'9" 10"4 10"4 6'7"12 5'9"8 7'6" 10"4 1'2"1'2"3'4'6"12A B C D E FGHI 5 12 3X4 3X6 3X4 4X4 3X4 3X4 3X6 $%Lbl:E2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 18 3.00 4.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 2-11-11 setback supports end jacks on bottom chord. Corner(s) framed with a hipJack supporting corner rafters and joists, or open-end jacks. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are not exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 585 /- /- /60 /- /- H 585 /- /- /60 /- /- Wind reactions based on MWFRS K Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings K & H are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 I 999 240 VERT(CL): 0.003 I 999 180 HORZ(LL): 0.000 E - - HORZ(TL): 0.001 E - - Creep Factor: 2.0 Max TC CSI: 0.118 Max BC CSI: 0.104 Max Web CSI: 0.050 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:EA Ply: 2SEQN: 6044 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T372 DrwNo: 167.23.1343.54210 RDF / RTT 06/16/2023 2 Complete Trusses Required 8"8 6'1"8"8 2'11"11 2'11"11 4'6"5 1'6"10 7'6" 2'11"11 10"4 10"4 2'7"13 1'9"9 4'10"3 2'2"6 6'7"12 1'9"9 7'6" 10"4 1'2"1'2"3'4'2"14A B C D E F GHIJKL 5 12 3X4 1.5X4 3X4 3X8 3X4 1.5X3 6X10 3X4 3X4 1.5X4 4# 66# 4# 66# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 18 3.00 4.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 2-11-11 setback supports end jacks on bottom chord. Corner(s) framed with a hipJack supporting corner rafters and joists, or open-end jacks. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are not exposed to wind Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 585 /- /- /60 /- /- H 585 /- /- /60 /- /- Wind reactions based on MWFRS K Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings K & H are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 I 999 240 VERT(CL): 0.003 I 999 180 HORZ(LL): 0.000 E - - HORZ(TL): 0.001 E - - Creep Factor: 2.0 Max TC CSI: 0.118 Max BC CSI: 0.104 Max Web CSI: 0.050 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:EA Ply: 2SEQN: 6044 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T372 DrwNo: 167.23.1343.54210 RDF / RTT 06/16/2023 2 Complete Trusses Required 8"8 6'1"8"8 2'11"11 2'11"11 4'6"5 1'6"10 7'6" 2'11"11 10"4 10"4 2'7"13 1'9"9 4'10"3 2'2"6 6'7"12 1'9"9 7'6" 10"4 1'2"1'2"3'4'2"14A B C D E F GHIJKL 5 12 3X4 1.5X4 3X4 3X8 3X4 1.5X3 6X10 3X4 3X4 1.5X4 4# 66# 4# 66# $%Lbl:EA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:EA Ply: 2 Qty: 1 SEQN: 6044 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T372 DrwNo: 167.23.1343.54210 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:EA Ply: 2 Qty: 1 SEQN: 6044 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T372 DrwNo: 167.23.1343.54210 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 131 /- /- /68 /- /148 B /-318 O /-264 J /-477 Wind reactions based on MWFRS B Brg Wid = 162 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 974 -1016 Chords Tens. Comp. F - J 1400 - 1456 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 928 - 918 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 J 999 240 VERT(CL): 0.006 B 999 180 HORZ(LL): 0.010 D - - HORZ(TL): 0.014 D - - Creep Factor: 2.0 Max TC CSI: 0.231 Max BC CSI: 0.176 Max Web CSI: 0.016 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:F Ply: 1SEQN: 10881 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T376 DrwNo: 167.23.1413.15523 RDF / RTT 06/16/2023 13'6" 2'9"1'4" (TYP) 6'9" 6'9" 13'6" 6'9" 13'6" 13'6"1'2"1'2" 4"13'1"133'7"6A B F J K O 5 12 3X4(A1) 4X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS S11515ENC160118 & GBLLETIN0118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 131 /- /- /68 /- /148 B /-318 O /-264 J /-477 Wind reactions based on MWFRS B Brg Wid = 162 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 974 -1016 Chords Tens. Comp. F - J 1400 - 1456 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 928 - 918 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 J 999 240 VERT(CL): 0.006 B 999 180 HORZ(LL): 0.010 D - - HORZ(TL): 0.014 D - - Creep Factor: 2.0 Max TC CSI: 0.231 Max BC CSI: 0.176 Max Web CSI: 0.016 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:F Ply: 1SEQN: 10881 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T376 DrwNo: 167.23.1413.15523 RDF / RTT 06/16/2023 13'6" 2'9"1'4" (TYP) 6'9" 6'9" 13'6" 6'9" 13'6" 13'6"1'2"1'2" 4"13'1"133'7"6A B F J K O 5 12 3X4(A1) 4X4 3X4(A1) $%Lbl:F?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 148.18 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 148.18 TC 0.00 13.50 2000 BC 13.35 Case 2: 2000 148.17 TC 0.00 13.50 2000 151.42 BC 0.15 13.35 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates shown, or use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:F Ply: 1 Qty: 1 SEQN: 10881 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T376 DrwNo: 167.23.1413.15523 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 148.18 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 148.18 TC 0.00 13.50 2000 BC 13.35 Case 2: 2000 148.17 TC 0.00 13.50 2000 151.42 BC 0.15 13.35 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates shown, or use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:F Ply: 1 Qty: 1 SEQN: 10881 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T376 DrwNo: 167.23.1413.15523 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2000 /- /- /1172 /- /124 J 1894 /- /- /1099 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4118 C - D 52 - 3896 D - E 76 - 3185 E - F 125 -3138 Chords Tens. Comp. F - G 124 -3134 G - H 75 - 3181 H - I 68 - 3957 I - J 12 - 4091 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3725 0 O - N 3165 0 N - M 2329 0 Chords Tens. Comp. M - L 2329 0 L - K 3164 0 K - J 3692 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 65 -391 O - D 675 0 D - N 88 -724 N - F 1040 0 Webs Tens. Comp. F - L 1037 0 L - H 88 -726 H - K 722 -2 K - I 67 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.214 N 999 240 VERT(CL): 0.475 N 951 180 HORZ(LL): 0.075 J - - HORZ(TL): 0.168 J - - Creep Factor: 2.0 Max TC CSI: 0.772 Max BC CSI: 0.994 Max Web CSI: 0.404 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A1 Ply: 1SEQN: 74238 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T241 DrwNo: 167.23.1120.09050 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"141'2" 4"18'3"18'8"10A B C D E F G H I J KLMNO 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2000 /- /- /1172 /- /124 J 1894 /- /- /1099 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4118 C - D 52 - 3896 D - E 76 - 3185 E - F 125 -3138 Chords Tens. Comp. F - G 124 -3134 G - H 75 - 3181 H - I 68 - 3957 I - J 12 - 4091 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3725 0 O - N 3165 0 N - M 2329 0 Chords Tens. Comp. M - L 2329 0 L - K 3164 0 K - J 3692 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 65 -391 O - D 675 0 D - N 88 -724 N - F 1040 0 Webs Tens. Comp. F - L 1037 0 L - H 88 -726 H - K 722 -2 K - I 67 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.214 N 999 240 VERT(CL): 0.475 N 951 180 HORZ(LL): 0.075 J - - HORZ(TL): 0.168 J - - Creep Factor: 2.0 Max TC CSI: 0.772 Max BC CSI: 0.994 Max Web CSI: 0.404 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A1 Ply: 1SEQN: 74238 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T241 DrwNo: 167.23.1120.09050 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"141'2" 4"18'3"18'8"10A B C D E F G H I J KLMNO 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) $%Lbl:2a1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1400 # ( 36.97 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1400 36.97 TC 0.00 38.00 1400 37.13 BC 0.15 37.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 144 /- /- /71 /- /7 AO*142 /- /- /72 /- /- B /-170 AB /-241 Wind reactions based on MWFRS B Brg Wid = 240 Min Req = - AO Brg Wid = 216 Min Req = - Bearings B & AO are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 707 - 771 Chords Tens. Comp. S -AB 711 -768 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AO 694 -667 Chords Tens. Comp. AO-AB 695 -666 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 AB 999 240 VERT(CL): 0.008 AB 999 180 HORZ(LL): -0.013 O - - HORZ(TL): 0.022 O - - Creep Factor: 2.0 Max TC CSI: 0.162 Max BC CSI: 0.203 Max Web CSI: 0.144 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A Ply: 1SEQN: 74955 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T240 DrwNo: 167.23.1119.04250 RDF / RTT 06/16/2023 38' 3'1'4" (TYP) 19' 19' 38' 19' 38' 38'1'2" 4"18'3"18'8"10A B K O S AB AO 5 12 3X4(A1T) 5X6 5X6 3X6 5X6 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1400 # ( 36.97 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1400 36.97 TC 0.00 38.00 1400 37.13 BC 0.15 37.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 144 /- /- /71 /- /7 AO*142 /- /- /72 /- /- B /-170 AB /-241 Wind reactions based on MWFRS B Brg Wid = 240 Min Req = - AO Brg Wid = 216 Min Req = - Bearings B & AO are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 707 - 771 Chords Tens. Comp. S -AB 711 -768 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AO 694 -667 Chords Tens. Comp. AO-AB 695 -666 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 AB 999 240 VERT(CL): 0.008 AB 999 180 HORZ(LL): -0.013 O - - HORZ(TL): 0.022 O - - Creep Factor: 2.0 Max TC CSI: 0.162 Max BC CSI: 0.203 Max Web CSI: 0.144 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A Ply: 1SEQN: 74955 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T240 DrwNo: 167.23.1119.04250 RDF / RTT 06/16/2023 38' 3'1'4" (TYP) 19' 19' 38' 19' 38' 38'1'2" 4"18'3"18'8"10A B K O S AB AO 5 12 3X4(A1T) 5X6 5X6 3X6 5X6 3X4(A1) $%Lbl:2A?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1896 /- /- /1100 /- /114 I 1896 /- /- /1100 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 14 -4148 B - C 59 -3924 C - D 77 - 3193 D - E 126 - 3145 Chords Tens. Comp. E - F 125 -3139 F - G 76 - 3186 G - H 69 - 3962 H - I 12 - 4096 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3755 0 N - M 3175 0 M - L 2334 0 Chords Tens. Comp. L - K 2334 0 K - J 3169 0 J - I 3696 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 68 -402 N - C 686 0 C - M 89 -731 M - E 1045 0 Webs Tens. Comp. E - K 1037 0 K - G 88 -726 G - J 722 -2 J - H 67 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.213 M 999 240 VERT(CL): 0.476 M 951 180 HORZ(LL): 0.075 I - - HORZ(TL): 0.168 I - - Creep Factor: 2.0 Max TC CSI: 0.773 Max BC CSI: 0.995 Max Web CSI: 0.407 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A2 Ply: 1SEQN: 74239 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T242 DrwNo: 167.23.1120.48890 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1896 /- /- /1100 /- /114 I 1896 /- /- /1100 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 14 -4148 B - C 59 -3924 C - D 77 - 3193 D - E 126 - 3145 Chords Tens. Comp. E - F 125 -3139 F - G 76 - 3186 G - H 69 - 3962 H - I 12 - 4096 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3755 0 N - M 3175 0 M - L 2334 0 Chords Tens. Comp. L - K 2334 0 K - J 3169 0 J - I 3696 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 68 -402 N - C 686 0 C - M 89 -731 M - E 1045 0 Webs Tens. Comp. E - K 1037 0 K - G 88 -726 G - J 722 -2 J - H 67 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.213 M 999 240 VERT(CL): 0.476 M 951 180 HORZ(LL): 0.075 I - - HORZ(TL): 0.168 I - - Creep Factor: 2.0 Max TC CSI: 0.773 Max BC CSI: 0.995 Max Web CSI: 0.407 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A2 Ply: 1SEQN: 74239 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T242 DrwNo: 167.23.1120.48890 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) $%Lbl:2A2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 38.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1850 /- /- /1100 /- /114 I 1850 /- /- /1100 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 13 -4043 B - C 58 -3819 C - D 80 - 3055 D - E 129 - 3008 Chords Tens. Comp. E - F 128 -3001 F - G 79 - 3049 G - H 67 - 3857 H - I 11 - 3992 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 3658 0 P - O 3055 0 O - N 2237 0 N - M 2310 - 629 M - L 2189 0 Chords Tens. Comp. M - L 123 -632 L - K 2237 0 K - J 3048 0 J - I 3599 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 68 -401 P - C 680 0 C - O 87 -746 O - E 985 0 Webs Tens. Comp. E - K 976 0 K - G 86 -741 G - J 715 0 J - H 68 -401 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.225 M 999 240 VERT(CL): 0.480 M 942 180 HORZ(LL): 0.067 I - - HORZ(TL): 0.162 I - - Creep Factor: 2.0 Max TC CSI: 0.903 Max BC CSI: 0.987 Max Web CSI: 0.416 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A3 Ply: 1SEQN: 74240 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T243 DrwNo: 167.23.1121.18750 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"14 4"13"88'3"1A B C D E F G H I JKLMNOP 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 38.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1850 /- /- /1100 /- /114 I 1850 /- /- /1100 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 13 -4043 B - C 58 -3819 C - D 80 - 3055 D - E 129 - 3008 Chords Tens. Comp. E - F 128 -3001 F - G 79 - 3049 G - H 67 - 3857 H - I 11 - 3992 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 3658 0 P - O 3055 0 O - N 2237 0 N - M 2310 - 629 M - L 2189 0 Chords Tens. Comp. M - L 123 -632 L - K 2237 0 K - J 3048 0 J - I 3599 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 68 -401 P - C 680 0 C - O 87 -746 O - E 985 0 Webs Tens. Comp. E - K 976 0 K - G 86 -741 G - J 715 0 J - H 68 -401 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.225 M 999 240 VERT(CL): 0.480 M 942 180 HORZ(LL): 0.067 I - - HORZ(TL): 0.162 I - - Creep Factor: 2.0 Max TC CSI: 0.903 Max BC CSI: 0.987 Max Web CSI: 0.416 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A3 Ply: 1SEQN: 74240 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T243 DrwNo: 167.23.1121.18750 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"14 4"13"88'3"1A B C D E F G H I JKLMNOP 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) 19' 90# 19' $%Lbl:2A3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 39.28 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1848 /- /- /1099 /- /124 I 1954 /- /- /1172 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 13 -4038 B - C 57 -3814 C - D 79 - 3050 D - E 129 - 3003 Chords Tens. Comp. E - F 126 -2994 F - G 77 - 3041 G - H 61 - 3828 H - I 5 -3964 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 3654 0 Q - P 3050 0 P - O 2232 0 O - N 2308 - 629 N - M 2186 0 Chords Tens. Comp. N - M 124 - 631 M - L 2232 0 L - K 3038 0 K - I 3571 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 68 -401 Q - C 680 0 C - P 87 -746 P - E 984 0 Webs Tens. Comp. E - L 971 0 L - G 85 -734 G - K 703 0 K - H 65 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.226 N 999 240 VERT(CL): 0.480 N 943 180 HORZ(LL): 0.067 I - - HORZ(TL): 0.162 I - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.973 Max Web CSI: 0.416 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A4 Ply: 1SEQN: 74241 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T244 DrwNo: 167.23.1121.46073 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"14 1'2" 4"13"88'3"18'8"10A B C D E F G H I J KLMNOPQ 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 39.28 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1848 /- /- /1099 /- /124 I 1954 /- /- /1172 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 13 -4038 B - C 57 -3814 C - D 79 - 3050 D - E 129 - 3003 Chords Tens. Comp. E - F 126 -2994 F - G 77 - 3041 G - H 61 - 3828 H - I 5 -3964 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 3654 0 Q - P 3050 0 P - O 2232 0 O - N 2308 - 629 N - M 2186 0 Chords Tens. Comp. N - M 124 - 631 M - L 2232 0 L - K 3038 0 K - I 3571 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 68 -401 Q - C 680 0 C - P 87 -746 P - E 984 0 Webs Tens. Comp. E - L 971 0 L - G 85 -734 G - K 703 0 K - H 65 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.226 N 999 240 VERT(CL): 0.480 N 943 180 HORZ(LL): 0.067 I - - HORZ(TL): 0.162 I - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.973 Max Web CSI: 0.416 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A4 Ply: 1SEQN: 74241 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T244 DrwNo: 167.23.1121.46073 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"14 1'2" 4"13"88'3"18'8"10A B C D E F G H I J KLMNOPQ 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' $%Lbl:2A4?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1172 /- /130 J 1952 /- /- /1172 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 6 -4008 C - D 51 - 3786 D - E 78 - 3042 E - F 127 -2995 Chords Tens. Comp. F - G 126 -2988 G - H 77 - 3036 H - I 60 - 3823 I - J 4 -3959 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3623 0 R - Q 3040 0 Q - P 2227 0 P - O 2305 - 628 O - N 2183 0 Chords Tens. Comp. O - N 124 - 631 N - M 2227 0 M - L 3033 0 L - J 3566 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 65 -390 R - D 668 0 D - Q 86 -740 Q - F 979 0 Webs Tens. Comp. F - M 971 0 M - H 85 -734 H - L 703 0 L - I 65 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.226 O 999 240 VERT(CL): 0.479 O 943 180 HORZ(LL): 0.067 J - - HORZ(TL): 0.162 J - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.972 Max Web CSI: 0.412 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A5 Ply: 1SEQN: 74242 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T245 DrwNo: 167.23.1121.58177 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"141'2"1'2" 4"13"88'3"18'8"10A B C D E F G H I J K LMNOPQR 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1172 /- /130 J 1952 /- /- /1172 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 6 -4008 C - D 51 - 3786 D - E 78 - 3042 E - F 127 -2995 Chords Tens. Comp. F - G 126 -2988 G - H 77 - 3036 H - I 60 - 3823 I - J 4 -3959 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3623 0 R - Q 3040 0 Q - P 2227 0 P - O 2305 - 628 O - N 2183 0 Chords Tens. Comp. O - N 124 - 631 N - M 2227 0 M - L 3033 0 L - J 3566 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 65 -390 R - D 668 0 D - Q 86 -740 Q - F 979 0 Webs Tens. Comp. F - M 971 0 M - H 85 -734 H - L 703 0 L - I 65 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.226 O 999 240 VERT(CL): 0.479 O 943 180 HORZ(LL): 0.067 J - - HORZ(TL): 0.162 J - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.972 Max Web CSI: 0.412 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A5 Ply: 1SEQN: 74242 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T245 DrwNo: 167.23.1121.58177 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"141'2"1'2" 4"13"88'3"18'8"10A B C D E F G H I J K LMNOPQR 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' $%Lbl:2A5?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 3000 # ( 78.96 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 3000 78.96 TC 0.00 38.00 3000 BC 0.15 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2000 /- /- /1730 /- /3000 J 1894 /- /- /1675 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4118 C - D 52 - 3896 D - E 76 - 3185 E - F 125 -3138 Chords Tens. Comp. F - G 124 -3134 G - H 75 - 3181 H - I 68 - 3957 I - J 12 - 4091 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3725 0 O - N 3195 0 N - M 2733 - 258 Chords Tens. Comp. M - L 2733 -258 L - K 3179 0 K - J 3692 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 65 -391 O - D 675 0 D - N 88 -724 N - F 1040 0 Webs Tens. Comp. F - L 1037 0 L - H 88 -726 H - K 722 -2 K - I 67 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.217 L 999 240 VERT(CL): 0.475 N 951 180 HORZ(LL): 0.103 J - - HORZ(TL): 0.171 J - - Creep Factor: 2.0 Max TC CSI: 0.772 Max BC CSI: 0.994 Max Web CSI: 0.404 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A6 Ply: 1SEQN: 74243 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T246 DrwNo: 167.23.1123.28283 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"141'2" 4"18'3"18'8"10A B C D E F G H I J KLMNO 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 3000 # ( 78.96 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 3000 78.96 TC 0.00 38.00 3000 BC 0.15 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2000 /- /- /1730 /- /3000 J 1894 /- /- /1675 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4118 C - D 52 - 3896 D - E 76 - 3185 E - F 125 -3138 Chords Tens. Comp. F - G 124 -3134 G - H 75 - 3181 H - I 68 - 3957 I - J 12 - 4091 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3725 0 O - N 3195 0 N - M 2733 - 258 Chords Tens. Comp. M - L 2733 -258 L - K 3179 0 K - J 3692 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 65 -391 O - D 675 0 D - N 88 -724 N - F 1040 0 Webs Tens. Comp. F - L 1037 0 L - H 88 -726 H - K 722 -2 K - I 67 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.217 L 999 240 VERT(CL): 0.475 N 951 180 HORZ(LL): 0.103 J - - HORZ(TL): 0.171 J - - Creep Factor: 2.0 Max TC CSI: 0.772 Max BC CSI: 0.994 Max Web CSI: 0.404 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A6 Ply: 1SEQN: 74243 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T246 DrwNo: 167.23.1123.28283 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"141'2" 4"18'3"18'8"10A B C D E F G H I J KLMNO 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) $%Lbl:2A6?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1988 /- /- /1166 /- /123 J 1882 /- /- /1090 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4090 C - D 52 - 3869 D - E 76 - 3154 E - F 125 -3107 Chords Tens. Comp. F - G 124 -3092 G - H 75 - 3140 H - I 69 - 3794 I - J 13 - 3934 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3699 0 O - N 3137 0 N - M 2303 0 Chords Tens. Comp. M - L 2303 0 L - K 3106 0 K - J 3533 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 65 -391 O - D 676 0 D - N 87 -726 N - F 1036 0 Webs Tens. Comp. F - L 1011 0 L - H 89 -684 H - K 637 -4 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.78 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.209 N 999 240 VERT(CL): 0.464 N 969 180 HORZ(LL): 0.071 J - - HORZ(TL): 0.158 J - - Creep Factor: 2.0 Max TC CSI: 0.678 Max BC CSI: 0.981 Max Web CSI: 0.405 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A7 Ply: 1SEQN: 74244 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T247 DrwNo: 167.23.1123.52840 RDF / RTT 06/16/2023 B2 W4 W5 37'9" 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 37'9" 6'5"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 37'9" 7'1"141'2" 4"1 5"58'3"18'8"10A B C D E F G H I J KLMNO 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 5X6(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1988 /- /- /1166 /- /123 J 1882 /- /- /1090 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4090 C - D 52 - 3869 D - E 76 - 3154 E - F 125 -3107 Chords Tens. Comp. F - G 124 -3092 G - H 75 - 3140 H - I 69 - 3794 I - J 13 - 3934 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3699 0 O - N 3137 0 N - M 2303 0 Chords Tens. Comp. M - L 2303 0 L - K 3106 0 K - J 3533 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 65 -391 O - D 676 0 D - N 87 -726 N - F 1036 0 Webs Tens. Comp. F - L 1011 0 L - H 89 -684 H - K 637 -4 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.78 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.209 N 999 240 VERT(CL): 0.464 N 969 180 HORZ(LL): 0.071 J - - HORZ(TL): 0.158 J - - Creep Factor: 2.0 Max TC CSI: 0.678 Max BC CSI: 0.981 Max Web CSI: 0.405 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A7 Ply: 1SEQN: 74244 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T247 DrwNo: 167.23.1123.52840 RDF / RTT 06/16/2023 B2 W4 W5 37'9" 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 37'9" 6'5"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 37'9" 7'1"141'2" 4"1 5"58'3"18'8"10A B C D E F G H I J KLMNO 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 5X6(B1) $%Lbl:2A7?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W2,W3,W4,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 320 /- /- /144 /- /12 V 1786 /- /- /856 /- /- AF /-746 AB /-283 Wind reactions based on MWFRS B Brg Wid = 135 Min Req = - V Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 755 -57 E - I 1386 -12 I - J 1200 0 J - K 76 -798 K - O 174 - 908 Chords Tens. Comp. O - S 143 -1953 S - T 101 -2426 T - U 108 -3506 U - V 44 - 3677 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 70 -658 AF-AD 69 -640 AA- Z 791 0 Z - Y 1749 0 Chords Tens. Comp. Y - X 1749 0 X - W 2545 0 W - V 3279 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E -AD 53 -954 AD- J 0 -2000 AA-AU 60 -928 J -AU 1742 0 AU- Z 1086 0 AU-AW 52 -448 Z -AW 40 - 1165 AW- O 0 -807 Webs Tens. Comp. AW-BI 89 - 724 O -BI 1211 -29 BI- X 913 0 BI- S 68 -619 X - T 56 -787 T - W 835 -22 W - U 82 - 637 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E -AF 759 -33 AO-AA 18 -1168 Gables Tens. Comp. I -AO 17 - 797 AR- K 21 -519 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.78 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.085 W 999 240 VERT(CL): 0.261 W 999 180 HORZ(LL): 0.030 N - - HORZ(TL): 0.094 N - - Creep Factor: 2.0 Max TC CSI: 0.788 Max BC CSI: 0.863 Max Web CSI: 0.904 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A8 Ply: 1SEQN: 74245 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T248 DrwNo: 167.23.1136.32667 RDF / RTT 06/16/2023 B2 W2 W3 W4 W6 W8 37'9" 3'2" 1'4" (TYP) 1'3"9 1'0"15 1'2"2 1'5"14 5'9"9 5'9"9 12'0"10 6'3"1 19' 6'11"6 24'3"12 5'3"12 25'11"6 1'7"11 31'3"13 5'4"6 37'9" 6'5"3 7'4"14 7'4"14 11'7"13 4'2"15 14'5"15 2'10"3 23'6"1 9'0"1 30'7"2 7'1"1 37'9" 7'1"141'2" 4"1 5"58'3"18'8"104'1"2 (a) (a) A B E I J K O S T U V WXYZAAABADAF AO AR AU AW BI 5 12 3X4(A1) 3X4 3X4 4X4 3X4 8X8 5X6 1.5X43X64X4 5X10(R1) H0308 4X4 5X6 4X4 3X4 4X6(B10R) (NNL) (S) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W2,W3,W4,W6, W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 320 /- /- /144 /- /12 V 1786 /- /- /856 /- /- AF /-746 AB /-283 Wind reactions based on MWFRS B Brg Wid = 135 Min Req = - V Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 755 -57 E - I 1386 -12 I - J 1200 0 J - K 76 -798 K - O 174 - 908 Chords Tens. Comp. O - S 143 -1953 S - T 101 -2426 T - U 108 -3506 U - V 44 - 3677 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 70 -658 AF-AD 69 -640 AA- Z 791 0 Z - Y 1749 0 Chords Tens. Comp. Y - X 1749 0 X - W 2545 0 W - V 3279 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E -AD 53 -954 AD- J 0 -2000 AA-AU 60 -928 J -AU 1742 0 AU- Z 1086 0 AU-AW 52 -448 Z -AW 40 - 1165 AW- O 0 -807 Webs Tens. Comp. AW-BI 89 - 724 O -BI 1211 -29 BI- X 913 0 BI- S 68 -619 X - T 56 -787 T - W 835 -22 W - U 82 - 637 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E -AF 759 -33 AO-AA 18 -1168 Gables Tens. Comp. I -AO 17 - 797 AR- K 21 -519 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.78 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.085 W 999 240 VERT(CL): 0.261 W 999 180 HORZ(LL): 0.030 N - - HORZ(TL): 0.094 N - - Creep Factor: 2.0 Max TC CSI: 0.788 Max BC CSI: 0.863 Max Web CSI: 0.904 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A8 Ply: 1SEQN: 74245 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T248 DrwNo: 167.23.1136.32667 RDF / RTT 06/16/2023 B2 W2 W3 W4 W6 W8 37'9" 3'2" 1'4" (TYP) 1'3"9 1'0"15 1'2"2 1'5"14 5'9"9 5'9"9 12'0"10 6'3"1 19' 6'11"6 24'3"12 5'3"12 25'11"6 1'7"11 31'3"13 5'4"6 37'9" 6'5"3 7'4"14 7'4"14 11'7"13 4'2"15 14'5"15 2'10"3 23'6"1 9'0"1 30'7"2 7'1"1 37'9" 7'1"141'2" 4"1 5"58'3"18'8"104'1"2 (a) (a) A B E I J K O S T U V WXYZAAABADAF AO AR AU AW BI 5 12 3X4(A1) 3X4 3X4 4X4 3X4 8X8 5X6 1.5X43X64X4 5X10(R1) H0308 4X4 5X6 4X4 3X4 4X6(B10R) (NNL) (S) $%Lbl:2A8?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support lower roof using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connec- tions shall be designed by the engineer of record. (S) 2x4 x 5'4" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A8 Ply: 1 Qty: 1 SEQN: 74245 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T248 DrwNo: 167.23.1136.32667 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support lower roof using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connec- tions shall be designed by the engineer of record. (S) 2x4 x 5'4" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A8 Ply: 1 Qty: 1 SEQN: 74245 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T248 DrwNo: 167.23.1136.32667 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2200 # ( 57.90 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2200 57.90 TC 0.00 38.00 2200 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1605 /- /2200 J 1952 /- /- /1605 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 6 -4008 C - D 51 - 3786 D - E 78 - 3042 E - F 127 -2995 Chords Tens. Comp. F - G 126 -2988 G - H 77 - 3036 H - I 60 - 3823 I - J 4 -3959 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3623 0 R - Q 3040 0 Q - P 2415 0 P - O 2432 - 628 O - N 2302 0 Chords Tens. Comp. O - N 124 - 631 N - M 2415 0 M - L 3033 0 L - J 3566 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 65 -390 R - D 668 0 D - Q 86 -740 Q - F 979 0 Webs Tens. Comp. F - M 971 0 M - H 85 -734 H - L 703 0 L - I 65 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.226 O 999 240 VERT(CL): 0.479 O 943 180 HORZ(LL): 0.078 J - - HORZ(TL): 0.162 J - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.972 Max Web CSI: 0.412 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A9 Ply: 1SEQN: 74944 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T359 DrwNo: 167.23.1142.43023 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"141'2"1'2" 4"13"88'3"18'8"10A B C D E F G H I J K LMNOPQR 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2200 # ( 57.90 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2200 57.90 TC 0.00 38.00 2200 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1605 /- /2200 J 1952 /- /- /1605 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 6 -4008 C - D 51 - 3786 D - E 78 - 3042 E - F 127 -2995 Chords Tens. Comp. F - G 126 -2988 G - H 77 - 3036 H - I 60 - 3823 I - J 4 -3959 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3623 0 R - Q 3040 0 Q - P 2415 0 P - O 2432 - 628 O - N 2302 0 Chords Tens. Comp. O - N 124 - 631 N - M 2415 0 M - L 3033 0 L - J 3566 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 65 -390 R - D 668 0 D - Q 86 -740 Q - F 979 0 Webs Tens. Comp. F - M 971 0 M - H 85 -734 H - L 703 0 L - I 65 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.226 O 999 240 VERT(CL): 0.479 O 943 180 HORZ(LL): 0.078 J - - HORZ(TL): 0.162 J - - Creep Factor: 2.0 Max TC CSI: 0.765 Max BC CSI: 0.972 Max Web CSI: 0.412 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A9 Ply: 1SEQN: 74944 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T359 DrwNo: 167.23.1142.43023 RDF / RTT 06/16/2023 B2 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 16'6" 2'0"1 20' 3'6" 21'6" 1'6" 23'6"1 2'0"1 30'7"2 7'1"1 38' 7'4"141'2"1'2" 4"13"88'3"18'8"10A B C D E F G H I J K LMNOPQR 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 3X4 2X3 5X6 2X3H0308 3X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' $%Lbl:2A9?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1998 /- /- /1172 /- /130 J 1998 /- /- /1172 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4113 C - D 52 - 3891 D - E 75 - 3180 E - F 124 -3132 Chords Tens. Comp. F - G 123 -3126 G - H 74 - 3173 H - I 62 - 3928 I - J 5 -4063 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3720 0 P - O 3160 0 O - N 2325 0 Chords Tens. Comp. N - M 2325 0 M - L 3153 0 L - J 3663 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 65 -391 P - D 675 0 D - O 88 -725 O - F 1040 0 Webs Tens. Comp. F - M 1032 0 M - H 87 -719 H - L 710 0 L - I 65 -392 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.214 O 999 240 VERT(CL): 0.475 O 951 180 HORZ(LL): 0.075 J - - HORZ(TL): 0.168 J - - Creep Factor: 2.0 Max TC CSI: 0.661 Max BC CSI: 0.993 Max Web CSI: 0.404 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A10 Ply: 1SEQN: 74946 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T360 DrwNo: 167.23.1120.45507 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"141'2"1'2" 4"18'3"18'8"10A B C D E F G H I J K LMNOP 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1998 /- /- /1172 /- /130 J 1998 /- /- /1172 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -4113 C - D 52 - 3891 D - E 75 - 3180 E - F 124 -3132 Chords Tens. Comp. F - G 123 -3126 G - H 74 - 3173 H - I 62 - 3928 I - J 5 -4063 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3720 0 P - O 3160 0 O - N 2325 0 Chords Tens. Comp. N - M 2325 0 M - L 3153 0 L - J 3663 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 65 -391 P - D 675 0 D - O 88 -725 O - F 1040 0 Webs Tens. Comp. F - M 1032 0 M - H 87 -719 H - L 710 0 L - I 65 -392 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.214 O 999 240 VERT(CL): 0.475 O 951 180 HORZ(LL): 0.075 J - - HORZ(TL): 0.168 J - - Creep Factor: 2.0 Max TC CSI: 0.661 Max BC CSI: 0.993 Max Web CSI: 0.404 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2A10 Ply: 1SEQN: 74946 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T360 DrwNo: 167.23.1120.45507 RDF / RTT 06/16/2023 W4 W5 38' 5'11"3 5'11"3 12'0"10 6'1"6 19' 6'11"6 25'11"6 6'11"6 31'3"13 5'4"6 38' 6'8"3 7'4"14 7'4"14 14'5"15 7'1"1 23'6"1 9'0"1 30'7"2 7'1"1 38' 7'4"141'2"1'2" 4"18'3"18'8"10A B C D E F G H I J K LMNOP 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) $%Lbl:2A10?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. See DWG VALTN160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q* 113 /- /- /56 /- /3 Wind reactions based on MWFRS Q Brg Wid = 168 Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.60 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 I 999 240 VERT(CL): 0.014 I 999 180 HORZ(LL): -0.001 I - - HORZ(TL): 0.005 I - - Creep Factor: 2.0 Max TC CSI: 0.123 Max BC CSI: 0.157 Max Web CSI: 0.019 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2AGOV Ply: 1SEQN: 74259 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T257 DrwNo: 167.23.1146.26500 RDF / RTT 06/16/2023 14' 3'1'4" (TYP) 7' 7' 14' 7' 14' 14'2'11"A E I Q 5 12 3X4(D1) 4X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. See DWG VALTN160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q* 113 /- /- /56 /- /3 Wind reactions based on MWFRS Q Brg Wid = 168 Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.60 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 I 999 240 VERT(CL): 0.014 I 999 180 HORZ(LL): -0.001 I - - HORZ(TL): 0.005 I - - Creep Factor: 2.0 Max TC CSI: 0.123 Max BC CSI: 0.157 Max Web CSI: 0.019 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2AGOV Ply: 1SEQN: 74259 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T257 DrwNo: 167.23.1146.26500 RDF / RTT 06/16/2023 14' 3'1'4" (TYP) 7' 7' 14' 7' 14' 14'2'11"A E I Q 5 12 3X4(D1) 4X4 3X4(D1) $%Lbl:2AGOV?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1000 # ( 37.39 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 37.39 TC 0.00 26.75 1000 37.80 BC 0.15 26.60 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 128 /- /- /76 /- /9 AE*136 /- /- /70 /- /- A /-185 Wind reactions based on MWFRS A Brg Wid = 129 Min Req = - AE Brg Wid = 192 Min Req = - Bearings A & AE are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 490 - 547 Chords Tens. Comp. J - S 507 -569 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AE 488 -459 Chords Tens. Comp. AE- S 511 -482 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 A 999 240 VERT(CL): 0.005 S 999 180 HORZ(LL): 0.007 J - - HORZ(TL): 0.011 J - - Creep Factor: 2.0 Max TC CSI: 0.143 Max BC CSI: 0.129 Max Web CSI: 0.057 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2B Ply: 1SEQN: 74961 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T249 DrwNo: 167.23.1258.12173 RDF / RTT 06/16/2023 26'9" 2'5"8 1'4" (TYP) 1'5"4 1'5"12 13'3" 13'3" 26'9" 13'6" 26'9" 26'9"1'2" 5"5 4"15'11"96'5"2A J S T AE 5 12 4X6(B1)3X4 5X6 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1000 # ( 37.39 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1000 37.39 TC 0.00 26.75 1000 37.80 BC 0.15 26.60 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 128 /- /- /76 /- /9 AE*136 /- /- /70 /- /- A /-185 Wind reactions based on MWFRS A Brg Wid = 129 Min Req = - AE Brg Wid = 192 Min Req = - Bearings A & AE are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - J 490 - 547 Chords Tens. Comp. J - S 507 -569 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AE 488 -459 Chords Tens. Comp. AE- S 511 -482 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 A 999 240 VERT(CL): 0.005 S 999 180 HORZ(LL): 0.007 J - - HORZ(TL): 0.011 J - - Creep Factor: 2.0 Max TC CSI: 0.143 Max BC CSI: 0.129 Max Web CSI: 0.057 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2B Ply: 1SEQN: 74961 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T249 DrwNo: 167.23.1258.12173 RDF / RTT 06/16/2023 26'9" 2'5"8 1'4" (TYP) 1'5"4 1'5"12 13'3" 13'3" 26'9" 13'6" 26'9" 26'9"1'2" 5"5 4"15'11"96'5"2A J S T AE 5 12 4X6(B1)3X4 5X6 4X6(A2) $%Lbl:2B?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1320 /- /- /761 /- /83 E 1429 /- /- /836 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -2645 B - C 81 -2298 Chords Tens. Comp. C - D 76 - 2335 D - E 42 - 2691 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 2357 0 I - H 1600 0 Chords Tens. Comp. H - G 1600 0 G - E 2406 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 92 -491 I - C 699 0 Webs Tens. Comp. C - G 752 0 G - D 90 -515 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.095 I 999 240 VERT(CL): 0.214 I 999 180 HORZ(LL): 0.032 E - - HORZ(TL): 0.071 E - - Creep Factor: 2.0 Max TC CSI: 0.513 Max BC CSI: 0.766 Max Web CSI: 0.305 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2B1 Ply: 1SEQN: 74247 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T250 DrwNo: 167.23.1146.40297 RDF / RTT 06/16/2023 26'9" 6'4"14 6'4"14 13'3" 6'10"2 20'1"2 6'10"2 26'9" 6'7"14 8'10"10 8'10"10 17'7"6 8'8"13 26'9" 9'1"10 1'2" 5"5 4"15'11"96'5"2A B C D E F GHI 5 12 4X6(B1) 1.5X3 3X4 3X4 5X6 3X4 1.5X3 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1320 /- /- /761 /- /83 E 1429 /- /- /836 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -2645 B - C 81 -2298 Chords Tens. Comp. C - D 76 - 2335 D - E 42 - 2691 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 2357 0 I - H 1600 0 Chords Tens. Comp. H - G 1600 0 G - E 2406 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 92 -491 I - C 699 0 Webs Tens. Comp. C - G 752 0 G - D 90 -515 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.095 I 999 240 VERT(CL): 0.214 I 999 180 HORZ(LL): 0.032 E - - HORZ(TL): 0.071 E - - Creep Factor: 2.0 Max TC CSI: 0.513 Max BC CSI: 0.766 Max Web CSI: 0.305 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2B1 Ply: 1SEQN: 74247 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T250 DrwNo: 167.23.1146.40297 RDF / RTT 06/16/2023 26'9" 6'4"14 6'4"14 13'3" 6'10"2 20'1"2 6'10"2 26'9" 6'7"14 8'10"10 8'10"10 17'7"6 8'8"13 26'9" 9'1"10 1'2" 5"5 4"15'11"96'5"2A B C D E F GHI 5 12 4X6(B1) 1.5X3 3X4 3X4 5X6 3X4 1.5X3 4X6(A2) $%Lbl:2B1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 57.15 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.15 TC 0.00 14.00 800 58.36 BC 0.15 13.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 131 /- /- /68 /- /4 Wind reactions based on MWFRS B Brg Wid = 168 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 374 - 424 Chords Tens. Comp. F - J 374 - 424 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 378 - 363 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 J 999 240 VERT(CL): 0.007 J 999 180 HORZ(LL): -0.002 F - - HORZ(TL): 0.003 J - - Creep Factor: 2.0 Max TC CSI: 0.143 Max BC CSI: 0.193 Max Web CSI: 0.018 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C Ply: 1SEQN: 74248 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T235 DrwNo: 167.23.1258.17890 RDF / RTT 06/16/2023 14' 3'1'4" (TYP) 7' 7' 14' 7' 14' 14'1'2"1'2" 4"13'3"13'8"10A B F J K 5 12 3X4(A1) 4X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 57.15 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.15 TC 0.00 14.00 800 58.36 BC 0.15 13.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 131 /- /- /68 /- /4 Wind reactions based on MWFRS B Brg Wid = 168 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 374 - 424 Chords Tens. Comp. F - J 374 - 424 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 378 - 363 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 J 999 240 VERT(CL): 0.007 J 999 180 HORZ(LL): -0.002 F - - HORZ(TL): 0.003 J - - Creep Factor: 2.0 Max TC CSI: 0.143 Max BC CSI: 0.193 Max Web CSI: 0.018 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C Ply: 1SEQN: 74248 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T235 DrwNo: 167.23.1258.17890 RDF / RTT 06/16/2023 14' 3'1'4" (TYP) 7' 7' 14' 7' 14' 14'1'2"1'2" 4"13'3"13'8"10A B F J K 5 12 3X4(A1) 4X4 3X4(A1) $%Lbl:2C?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 767 /- /- /471 /- /54 D 767 /- /- /471 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 116 -1030 Chords Tens. Comp. C - D 116 -1030 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 870 0 Chords Tens. Comp. F - D 870 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 383 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 F 999 240 VERT(CL): 0.047 D 999 180 HORZ(LL): 0.006 D - - HORZ(TL): 0.022 B - - Creep Factor: 2.0 Max TC CSI: 0.479 Max BC CSI: 0.730 Max Web CSI: 0.122 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C1 Ply: 1SEQN: 74249 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T236 DrwNo: 167.23.1147.12773 RDF / RTT 06/16/2023 14' 7' 7' 14' 7' 7' 7' 14' 7'1'2"1'2" 4"13'3"13'8"10A B C D E F 5 12 3X4(A1) 5X6 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 767 /- /- /471 /- /54 D 767 /- /- /471 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 116 -1030 Chords Tens. Comp. C - D 116 -1030 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 870 0 Chords Tens. Comp. F - D 870 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 383 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 F 999 240 VERT(CL): 0.047 D 999 180 HORZ(LL): 0.006 D - - HORZ(TL): 0.022 B - - Creep Factor: 2.0 Max TC CSI: 0.479 Max BC CSI: 0.730 Max Web CSI: 0.122 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C1 Ply: 1SEQN: 74249 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T236 DrwNo: 167.23.1147.12773 RDF / RTT 06/16/2023 14' 7' 7' 14' 7' 7' 7' 14' 7'1'2"1'2" 4"13'3"13'8"10A B C D E F 5 12 3X4(A1) 5X6 1.5X4 3X4(A1) $%Lbl:2C1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 14.00 BC: From 16 plf at 0.00 to 16 plf at 3.00 BC: From 641 plf at 3.00 to 641 plf at 13.00 BC: From 16 plf at 13.00 to 16 plf at 14.00 BC: 1882 lb Conc. Load at 1.33, 2.33 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 57.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.16 TC 0.00 14.00 800 BC 0.15 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Minimum Required bearing length for support points with bearing plates (BP) and/or bearing blocks (BLn) is equal to the nominal Brg Width shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 6635 /- /- /3927 /- /800 G 4709 /- /- /2839 /- /- Wind reactions based on MWFRS M Brg Wid = 3.5 Min Req = - G Brg Wid = 3.5 Min Req = 2.5 (Truss) Bearings M & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 61 -6155 B - C 64 -4793 C - D 63 - 3595 Chords Tens. Comp. D - E 63 - 3596 E - F 64 -4454 F - G 61 - 5008 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 5692 -39 L - K 5603 - 40 K - J 4249 -24 Chords Tens. Comp. J - I 3988 -21 I - H 4576 - 37 H - G 4610 - 36 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 1242 0 B - K 19 -1465 K - C 1444 -1 C - J 28 - 1380 D - J 2613 - 28 Webs Tens. Comp. J - E 28 -992 E - I 1015 -1 I - F 19 -582 F - H 477 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.089 K 999 240 VERT(CL): 0.206 K 797 180 HORZ(LL): 0.023 G - - HORZ(TL): 0.053 G - - Creep Factor: 2.0 Max TC CSI: 0.731 Max BC CSI: 0.899 Max Web CSI: 0.587 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C2 Ply: 2SEQN: 74979 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T237 DrwNo: 167.23.1258.26947 RDF / RTT 06/16/2023 2 Complete Trusses Required W5 BL1 14' 3'0"6 3'0"6 5'0"3 1'11"13 7' 1'11"13 8'11"13 1'11"13 10'11"10 1'11"13 14' 3'0"6 3'0"6 3'0"6 5'0"3 1'11"13 7' 1'11"13 8'11"13 1'11"13 10'11"10 1'11"13 14' 3'0"6 4"13'3"1A B C D E F G HIJKLM 5 12 4X12(A8R)3X8 4X6 4X6 4X6 4X6 6X8 4X4 4X4 3X4 3X4 3X12(A6R) 1'4" 1882# 1' 1882# 11'8" **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 14.00 BC: From 16 plf at 0.00 to 16 plf at 3.00 BC: From 641 plf at 3.00 to 641 plf at 13.00 BC: From 16 plf at 13.00 to 16 plf at 14.00 BC: 1882 lb Conc. Load at 1.33, 2.33 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 57.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.16 TC 0.00 14.00 800 BC 0.15 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Minimum Required bearing length for support points with bearing plates (BP) and/or bearing blocks (BLn) is equal to the nominal Brg Width shown. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 6635 /- /- /3927 /- /800 G 4709 /- /- /2839 /- /- Wind reactions based on MWFRS M Brg Wid = 3.5 Min Req = - G Brg Wid = 3.5 Min Req = 2.5 (Truss) Bearings M & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 61 -6155 B - C 64 -4793 C - D 63 - 3595 Chords Tens. Comp. D - E 63 - 3596 E - F 64 -4454 F - G 61 - 5008 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 5692 -39 L - K 5603 - 40 K - J 4249 -24 Chords Tens. Comp. J - I 3988 -21 I - H 4576 - 37 H - G 4610 - 36 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - B 1242 0 B - K 19 -1465 K - C 1444 -1 C - J 28 - 1380 D - J 2613 - 28 Webs Tens. Comp. J - E 28 -992 E - I 1015 -1 I - F 19 -582 F - H 477 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.089 K 999 240 VERT(CL): 0.206 K 797 180 HORZ(LL): 0.023 G - - HORZ(TL): 0.053 G - - Creep Factor: 2.0 Max TC CSI: 0.731 Max BC CSI: 0.899 Max Web CSI: 0.587 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C2 Ply: 2SEQN: 74979 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T237 DrwNo: 167.23.1258.26947 RDF / RTT 06/16/2023 2 Complete Trusses Required W5 BL1 14' 3'0"6 3'0"6 5'0"3 1'11"13 7' 1'11"13 8'11"13 1'11"13 10'11"10 1'11"13 14' 3'0"6 3'0"6 3'0"6 5'0"3 1'11"13 7' 1'11"13 8'11"13 1'11"13 10'11"10 1'11"13 14' 3'0"6 4"13'3"1A B C D E F G HIJKLM 5 12 4X12(A8R)3X8 4X6 4X6 4X6 4X6 6X8 4X4 4X4 3X4 3X4 3X12(A6R) 1'4" 1882# 1' 1882# 11'8" $%Lbl:2C2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C2 Ply: 2 Qty: 1 SEQN: 74979 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T237 DrwNo: 167.23.1258.26947 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C2 Ply: 2 Qty: 1 SEQN: 74979 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T237 DrwNo: 167.23.1258.26947 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss transfers a maximum horizontal load of 800 # ( 57.15 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.15 TC 0.00 14.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support lower roof using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connec- tions shall be designed by the engineer of record. (S) 2x4 x 7'0" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 918 /- /- /609 /- /800 H 918 /- /- /609 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 155 -1291 F - G 120 - 1005 Chords Tens. Comp. G - H 147 -1378 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1122 -11 K - J 945 0 Chords Tens. Comp. J - H 1180 -35 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - O 385 -75 F - O 481 - 18 Webs Tens. Comp. O - J 395 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.062 K 999 240 VERT(CL): 0.153 K 999 180 HORZ(LL): 0.024 C - - HORZ(TL): 0.060 C - - Creep Factor: 2.0 Max TC CSI: 0.501 Max BC CSI: 0.671 Max Web CSI: 0.676 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C3 Ply: 1SEQN: 74251 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T239 DrwNo: 167.23.1303.38877 RDF / RTT 06/16/2023 W2 14' 3'1'4" (TYP) 7' 7' 8'9"12 1'9"12 14' 5'2"4 4'3"4 4'3"4 14' 9'8"121'2"1'2" 4"13'3"13'8"10A B F G H I JK O 5 12 3X4(A1)1.5X3(**) 4X4(R1) 4X61.5X4 3X4(A1) (S)(S) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) W2 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss transfers a maximum horizontal load of 800 # ( 57.15 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.15 TC 0.00 14.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support lower roof using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connec- tions shall be designed by the engineer of record. (S) 2x4 x 7'0" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 918 /- /- /609 /- /800 H 918 /- /- /609 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 155 -1291 F - G 120 - 1005 Chords Tens. Comp. G - H 147 -1378 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1122 -11 K - J 945 0 Chords Tens. Comp. J - H 1180 -35 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - O 385 -75 F - O 481 - 18 Webs Tens. Comp. O - J 395 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.062 K 999 240 VERT(CL): 0.153 K 999 180 HORZ(LL): 0.024 C - - HORZ(TL): 0.060 C - - Creep Factor: 2.0 Max TC CSI: 0.501 Max BC CSI: 0.671 Max Web CSI: 0.676 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2C3 Ply: 1SEQN: 74251 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T239 DrwNo: 167.23.1303.38877 RDF / RTT 06/16/2023 W2 14' 3'1'4" (TYP) 7' 7' 8'9"12 1'9"12 14' 5'2"4 4'3"4 4'3"4 14' 9'8"121'2"1'2" 4"13'3"13'8"10A B F G H I JK O 5 12 3X4(A1)1.5X3(**) 4X4(R1) 4X61.5X4 3X4(A1) (S)(S) $%Lbl:2C3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 80.02 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 80.02 TC 0.00 10.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 667 /- /- /500 /22 /800 H 667 /- /- /500 /22 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 162 - 811 Chords Tens. Comp. E - H 162 -811 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 728 -55 Chords Tens. Comp. L - H 728 -55 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.020 N 999 240 VERT(CL): 0.074 N 999 180 HORZ(LL): 0.008 C - - HORZ(TL): 0.031 C - - Creep Factor: 2.0 Max TC CSI: 0.231 Max BC CSI: 0.367 Max Web CSI: 0.119 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2D Ply: 1SEQN: 74252 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T238 DrwNo: 167.23.1305.26223 RDF / RTT 06/16/2023 10' 2'4" 1'4" (TYP) 5' 5' 10' 5' 10' 10'1'2"1'2" 4"12'5"12'10"10A B E H I L 5 12 3X4(A1) 4X4 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 80.02 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 80.02 TC 0.00 10.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 667 /- /- /500 /22 /800 H 667 /- /- /500 /22 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 162 - 811 Chords Tens. Comp. E - H 162 -811 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 728 -55 Chords Tens. Comp. L - H 728 -55 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.020 N 999 240 VERT(CL): 0.074 N 999 180 HORZ(LL): 0.008 C - - HORZ(TL): 0.031 C - - Creep Factor: 2.0 Max TC CSI: 0.231 Max BC CSI: 0.367 Max Web CSI: 0.119 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2D Ply: 1SEQN: 74252 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T238 DrwNo: 167.23.1305.26223 RDF / RTT 06/16/2023 10' 2'4" 1'4" (TYP) 5' 5' 10' 5' 10' 10'1'2"1'2" 4"12'5"12'10"10A B E H I L 5 12 3X4(A1) 4X4 1.5X4 3X4(A1) $%Lbl:2D?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 66.68 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 66.68 TC 0.00 12.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 790 /- /- /554 /- /800 J 790 /- /- /554 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 123 -1157 C - F 158 - 1013 Chords Tens. Comp. F - I 158 -1013 I - J 123 -1157 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1024 -48 Q - O 886 - 13 Chords Tens. Comp. O - M 886 -13 M - J 1024 -53 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 52 -426 F - O 425 - 53 Webs Tens. Comp. M - I 52 -426 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.033 D 999 240 VERT(CL): 0.108 D 999 180 HORZ(LL): 0.012 D - - HORZ(TL): 0.043 D - - Creep Factor: 2.0 Max TC CSI: 0.297 Max BC CSI: 0.497 Max Web CSI: 0.150 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2E Ply: 1SEQN: 74253 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T251 DrwNo: 167.23.1305.46383 RDF / RTT 06/16/2023 12' 2'1'4" (TYP) 6' 6' 12' 6' 12' 12'1'2"1'2" 4"12'10"13'3"10A B C F I J K MOQ 5 12 3X4(A1) 3X4 3X4 4X4 1.5X4 3X4 3X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 66.68 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 66.68 TC 0.00 12.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 790 /- /- /554 /- /800 J 790 /- /- /554 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 123 -1157 C - F 158 - 1013 Chords Tens. Comp. F - I 158 -1013 I - J 123 -1157 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1024 -48 Q - O 886 - 13 Chords Tens. Comp. O - M 886 -13 M - J 1024 -53 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 52 -426 F - O 425 - 53 Webs Tens. Comp. M - I 52 -426 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.033 D 999 240 VERT(CL): 0.108 D 999 180 HORZ(LL): 0.012 D - - HORZ(TL): 0.043 D - - Creep Factor: 2.0 Max TC CSI: 0.297 Max BC CSI: 0.497 Max Web CSI: 0.150 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2E Ply: 1SEQN: 74253 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T251 DrwNo: 167.23.1305.46383 RDF / RTT 06/16/2023 12' 2'1'4" (TYP) 6' 6' 12' 6' 12' 12'1'2"1'2" 4"12'10"13'3"10A B C F I J K MOQ 5 12 3X4(A1) 3X4 3X4 4X4 1.5X4 3X4 3X4 3X4(A1) $%Lbl:2E?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 66.69 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 66.69 TC 0.00 12.00 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 583 /- /- /501 /- /800 C 583 /- /- /501 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 131 - 914 Chords Tens. Comp. B - C 131 -900 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 836 -43 Chords Tens. Comp. D - C 836 -43 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 D 999 240 VERT(CL): 0.035 A 999 180 HORZ(LL): 0.007 C - - HORZ(TL): 0.017 A - - Creep Factor: 2.0 Max TC CSI: 0.349 Max BC CSI: 0.608 Max Web CSI: 0.116 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2E1 Ply: 1SEQN: 74254 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T252 DrwNo: 167.23.1305.53763 RDF / RTT 06/16/2023 12' 6' 6' 12' 6' 6' 6' 12' 6' 4"12'10"1A B C D 5 12 3X4(A1) 4X4(R1) 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 66.69 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 66.69 TC 0.00 12.00 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 583 /- /- /501 /- /800 C 583 /- /- /501 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 131 - 914 Chords Tens. Comp. B - C 131 -900 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 836 -43 Chords Tens. Comp. D - C 836 -43 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 D 999 240 VERT(CL): 0.035 A 999 180 HORZ(LL): 0.007 C - - HORZ(TL): 0.017 A - - Creep Factor: 2.0 Max TC CSI: 0.349 Max BC CSI: 0.608 Max Web CSI: 0.116 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2E1 Ply: 1SEQN: 74254 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T252 DrwNo: 167.23.1305.53763 RDF / RTT 06/16/2023 12' 6' 6' 12' 6' 6' 6' 12' 6' 4"12'10"1A B C D 5 12 3X4(A1) 4X4(R1) 1.5X4 3X4(A1) $%Lbl:2E1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 128.88 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 128.88 TC 0.00 6.21 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 476 /- /- /562 /124 /800 I 732 /- /0 /388 /89 /- G 107 /-360 /- /38 /174 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) I Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 1.5 Min Req = - Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 568 - 926 Chords Tens. Comp. D - F 350 - 434 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 377 - 108 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - J 161 - 551 Webs Tens. Comp. F - I 197 - 593 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. K - D 385 -45 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 J 999 240 VERT(CL): 0.041 J 999 180 HORZ(LL): 0.007 E - - HORZ(TL): 0.016 E - - Creep Factor: 2.0 Max TC CSI: 0.229 Max BC CSI: 0.283 Max Web CSI: 0.077 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2F Ply: 1SEQN: 74255 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T253 DrwNo: 167.23.1306.44810 RDF / RTT 06/16/2023 6'2"8 1'11"1'4" (TYP) 1'2"4 5'11" 5'11" 6'2"8 3"81'2"2'7"54"1 2'11"13'4"11A B D F G HIJK 5 12 3X4(A1)1.5X4 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 128.88 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 128.88 TC 0.00 6.21 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 476 /- /- /562 /124 /800 I 732 /- /0 /388 /89 /- G 107 /-360 /- /38 /174 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) I Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 1.5 Min Req = - Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 568 - 926 Chords Tens. Comp. D - F 350 - 434 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 377 - 108 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - J 161 - 551 Webs Tens. Comp. F - I 197 - 593 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. K - D 385 -45 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 J 999 240 VERT(CL): 0.041 J 999 180 HORZ(LL): 0.007 E - - HORZ(TL): 0.016 E - - Creep Factor: 2.0 Max TC CSI: 0.229 Max BC CSI: 0.283 Max Web CSI: 0.077 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2F Ply: 1SEQN: 74255 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T253 DrwNo: 167.23.1306.44810 RDF / RTT 06/16/2023 6'2"8 1'11"1'4" (TYP) 1'2"4 5'11" 5'11" 6'2"8 3"81'2"2'7"54"1 2'11"13'4"11A B D F G HIJK 5 12 3X4(A1)1.5X4 3X4 3X4 3X6 $%Lbl:2F?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2F Ply: 1 Qty: 1 SEQN: 74255 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T253 DrwNo: 167.23.1306.44810 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2F Ply: 1 Qty: 1 SEQN: 74255 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T253 DrwNo: 167.23.1306.44810 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 490 /- /- /269 /- /63 D 154 /- /- /57 /- /- C 355 /- /- /122 /0 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 1.5 Min Req = - Bearings B & D are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.011 B - - HORZ(TL): 0.028 B - - Creep Factor: 2.0 Max TC CSI: 0.541 Max BC CSI: 0.711 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2F1 Ply: 1SEQN: 74256 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T254 DrwNo: 167.23.1306.48783 RDF / RTT 06/16/2023 6'2"8 6'2"8 6'2"81'2" 4"1 2'11"13'4"11A B C D 5 12 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 490 /- /- /269 /- /63 D 154 /- /- /57 /- /- C 355 /- /- /122 /0 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 1.5 Min Req = - Bearings B & D are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.011 B - - HORZ(TL): 0.028 B - - Creep Factor: 2.0 Max TC CSI: 0.541 Max BC CSI: 0.711 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2F1 Ply: 1SEQN: 74256 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T254 DrwNo: 167.23.1306.48783 RDF / RTT 06/16/2023 6'2"8 6'2"8 6'2"81'2" 4"1 2'11"13'4"11A B C D 5 12 3X4(A1) $%Lbl:2F1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2000 # ( 181.83 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 181.83 TC 0.00 11.00 2000 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 714 /- /- /859 /161 /2000 J 624 /- /- /314 /- /- Wind reactions based on MWFRS U Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings U & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 1053 -2436 D - F 618 - 1748 Chords Tens. Comp. F - I 884 - 932 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1365 - 331 N - M 1138 - 268 Chords Tens. Comp. M - J 1122 -265 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 85 -509 Webs Tens. Comp. F - J 281 -1186 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046 O 999 240 VERT(CL): 0.080 K 999 180 HORZ(LL): -0.016 I - - HORZ(TL): 0.022 I - - Creep Factor: 2.0 Max TC CSI: 0.216 Max BC CSI: 0.398 Max Web CSI: 0.702 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2G Ply: 1SEQN: 74971 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T255 DrwNo: 167.23.1307.56397 RDF / RTT 06/16/2023 11' 3'1'4" (TYP) 6'0"8 6'0"8 11' 4'11"8 6'0"8 6'0"8 11' 4'11"81'2" 3"14 3'0"143'4"2A B D F I JMNU 3 12 3X4(A1) 3X4 3X41.5X4 3X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2000 # ( 181.83 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 181.83 TC 0.00 11.00 2000 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 714 /- /- /859 /161 /2000 J 624 /- /- /314 /- /- Wind reactions based on MWFRS U Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings U & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 1053 -2436 D - F 618 - 1748 Chords Tens. Comp. F - I 884 - 932 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1365 - 331 N - M 1138 - 268 Chords Tens. Comp. M - J 1122 -265 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 85 -509 Webs Tens. Comp. F - J 281 -1186 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046 O 999 240 VERT(CL): 0.080 K 999 180 HORZ(LL): -0.016 I - - HORZ(TL): 0.022 I - - Creep Factor: 2.0 Max TC CSI: 0.216 Max BC CSI: 0.398 Max Web CSI: 0.702 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2G Ply: 1SEQN: 74971 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T255 DrwNo: 167.23.1307.56397 RDF / RTT 06/16/2023 11' 3'1'4" (TYP) 6'0"8 6'0"8 11' 4'11"8 6'0"8 6'0"8 11' 4'11"81'2" 3"14 3'0"143'4"2A B D F I JMNU 3 12 3X4(A1) 3X4 3X41.5X4 3X4 4X4 $%Lbl:2G?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2G Ply: 1 Qty: 1 SEQN: 74971 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T255 DrwNo: 167.23.1307.56397 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2G Ply: 1 Qty: 1 SEQN: 74971 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T255 DrwNo: 167.23.1307.56397 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 623 /- /- /362 /- /63 E 535 /- /- /289 /- /- Wind reactions based on MWFRS G Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 164 -1082 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1012 - 243 Chords Tens. Comp. F - E 1004 - 247 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 257 - 1046 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 F 999 240 VERT(CL): 0.066 B 999 180 HORZ(LL): 0.007 E - - HORZ(TL): 0.018 B - - Creep Factor: 2.0 Max TC CSI: 0.329 Max BC CSI: 0.625 Max Web CSI: 0.458 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2G1 Ply: 1SEQN: 74698 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T256 DrwNo: 167.23.1309.15377 RDF / RTT 06/16/2023 11' 6'0"8 6'0"8 11' 4'11"8 6'0"8 6'0"8 11' 4'11"81'2" 3"14 3'0"143'4"2A B C D EFG 3 12 3X4(A1)1.5X3 3X4 1.5X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 623 /- /- /362 /- /63 E 535 /- /- /289 /- /- Wind reactions based on MWFRS G Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 164 -1082 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1012 - 243 Chords Tens. Comp. F - E 1004 - 247 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 257 - 1046 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 F 999 240 VERT(CL): 0.066 B 999 180 HORZ(LL): 0.007 E - - HORZ(TL): 0.018 B - - Creep Factor: 2.0 Max TC CSI: 0.329 Max BC CSI: 0.625 Max Web CSI: 0.458 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2G1 Ply: 1SEQN: 74698 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T256 DrwNo: 167.23.1309.15377 RDF / RTT 06/16/2023 11' 6'0"8 6'0"8 11' 4'11"8 6'0"8 6'0"8 11' 4'11"81'2" 3"14 3'0"143'4"2A B C D EFG 3 12 3X4(A1)1.5X3 3X4 1.5X3 4X4 $%Lbl:2G1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 26.71 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 26.71 BC: 90 lb Conc. Load at 13.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1419 /- /- /835 /- /83 H 1310 /- /- /759 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 11 -2651 C - D 77 - 2234 Chords Tens. Comp. F - G 80 - 2213 G - H 15 - 2544 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2359 0 O - N 2316 0 N - M 1754 0 M - L 1881 - 513 L - K 1802 0 Chords Tens. Comp. L - K 94 -504 K - J 1754 0 J - I 2253 0 I - H 2254 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 61 -509 N - D 666 0 D - F 83 - 1614 Webs Tens. Comp. F - J 635 0 J - G 65 -436 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.108 L 999 240 VERT(CL): 0.264 D 999 180 HORZ(LL): 0.032 H - - HORZ(TL): 0.079 H - - Creep Factor: 2.0 Max TC CSI: 0.623 Max BC CSI: 0.658 Max Web CSI: 0.475 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2H1 Ply: 1SEQN: 74977 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T262 DrwNo: 167.23.1309.27180 RDF / RTT 06/16/2023 B2 26'8"8 7'0"14 7'0"14 11'7"7 4'6"8 13'6" 1'10"9 15'3"13 1'9"13 19'11"2 4'7"4 26'8"8 6'9"6 4'11"8 4'11"8 9'6"12 4'7"4 11' 1'5"4 14' 3' 16' 2' 17'5"4 1'5"4 22'0"8 4'7"4 26'8"8 4'8"1'2" 4"1 5"83"85'11"96'5"2A B C D E F G H IJKLMNO 5 12 4X6(A2)1.5X4 3X4 3X4 3X4 3X6 2X3 3X4 4X6 3X4 3X4 3X4 3X4 1.5X3 3X6(B1) 13'6" 90# 13'2"8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 26.71 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 26.71 BC: 90 lb Conc. Load at 13.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1419 /- /- /835 /- /83 H 1310 /- /- /759 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 11 -2651 C - D 77 - 2234 Chords Tens. Comp. F - G 80 - 2213 G - H 15 - 2544 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2359 0 O - N 2316 0 N - M 1754 0 M - L 1881 - 513 L - K 1802 0 Chords Tens. Comp. L - K 94 -504 K - J 1754 0 J - I 2253 0 I - H 2254 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 61 -509 N - D 666 0 D - F 83 - 1614 Webs Tens. Comp. F - J 635 0 J - G 65 -436 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.108 L 999 240 VERT(CL): 0.264 D 999 180 HORZ(LL): 0.032 H - - HORZ(TL): 0.079 H - - Creep Factor: 2.0 Max TC CSI: 0.623 Max BC CSI: 0.658 Max Web CSI: 0.475 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2H1 Ply: 1SEQN: 74977 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T262 DrwNo: 167.23.1309.27180 RDF / RTT 06/16/2023 B2 26'8"8 7'0"14 7'0"14 11'7"7 4'6"8 13'6" 1'10"9 15'3"13 1'9"13 19'11"2 4'7"4 26'8"8 6'9"6 4'11"8 4'11"8 9'6"12 4'7"4 11' 1'5"4 14' 3' 16' 2' 17'5"4 1'5"4 22'0"8 4'7"4 26'8"8 4'8"1'2" 4"1 5"83"85'11"96'5"2A B C D E F G H IJKLMNO 5 12 4X6(A2)1.5X4 3X4 3X4 3X4 3X6 2X3 3X4 4X6 3X4 3X4 3X4 3X4 1.5X3 3X6(B1) 13'6" 90# 13'2"8 $%Lbl:2H1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 26.71 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 26.71 BC: 90 lb Conc. Load at 13.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1634 /- /- /965 /- /95 H 1508 /- /- /878 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 13 -3048 C - D 89 - 2565 Chords Tens. Comp. F - G 92 - 2540 G - H 18 - 2926 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2712 0 O - N 2661 0 N - M 2014 0 M - L 2033 - 504 L - K 1941 0 Chords Tens. Comp. L - K 109 - 494 K - J 2014 0 J - I 2589 0 I - H 2591 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 382 0 C - N 70 -590 N - D 719 0 Webs Tens. Comp. D - F 96 - 1852 F - J 685 0 J - G 75 -506 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.124 L 999 240 VERT(CL): 0.282 D 999 180 HORZ(LL): 0.037 H - - HORZ(TL): 0.090 H - - Creep Factor: 2.0 Max TC CSI: 0.831 Max BC CSI: 0.711 Max Web CSI: 0.545 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2H2 Ply: 1SEQN: 74290 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T263 DrwNo: 167.23.1310.19703 RDF / RTT 06/16/2023 B2 26'8"8 7'0"14 7'0"14 11'7"7 4'6"8 13'6" 1'10"9 15'3"13 1'9"13 19'11"2 4'7"4 26'8"8 6'9"6 4'11"8 4'11"8 9'6"12 4'7"4 11' 1'5"4 14' 3' 16' 2' 17'5"4 1'5"4 22'0"8 4'7"4 26'8"8 4'8"1'2" 4"1 5"83"85'11"96'5"2A B C D E F G H IJKLMNO 5 12 4X6(A2T)1.5X4 3X4 3X4 3X4 3X6 2X3 3X4 4X6 3X6 3X4 3X4 3X4 1.5X3 4X6(B1) 13'6" 90# 13'2"8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 26.71 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 26.71 BC: 90 lb Conc. Load at 13.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1634 /- /- /965 /- /95 H 1508 /- /- /878 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 13 -3048 C - D 89 - 2565 Chords Tens. Comp. F - G 92 - 2540 G - H 18 - 2926 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2712 0 O - N 2661 0 N - M 2014 0 M - L 2033 - 504 L - K 1941 0 Chords Tens. Comp. L - K 109 - 494 K - J 2014 0 J - I 2589 0 I - H 2591 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 382 0 C - N 70 -590 N - D 719 0 Webs Tens. Comp. D - F 96 - 1852 F - J 685 0 J - G 75 -506 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.124 L 999 240 VERT(CL): 0.282 D 999 180 HORZ(LL): 0.037 H - - HORZ(TL): 0.090 H - - Creep Factor: 2.0 Max TC CSI: 0.831 Max BC CSI: 0.711 Max Web CSI: 0.545 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2H2 Ply: 1SEQN: 74290 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T263 DrwNo: 167.23.1310.19703 RDF / RTT 06/16/2023 B2 26'8"8 7'0"14 7'0"14 11'7"7 4'6"8 13'6" 1'10"9 15'3"13 1'9"13 19'11"2 4'7"4 26'8"8 6'9"6 4'11"8 4'11"8 9'6"12 4'7"4 11' 1'5"4 14' 3' 16' 2' 17'5"4 1'5"4 22'0"8 4'7"4 26'8"8 4'8"1'2" 4"1 5"83"85'11"96'5"2A B C D E F G H IJKLMNO 5 12 4X6(A2T)1.5X4 3X4 3X4 3X4 3X6 2X3 3X4 4X6 3X6 3X4 3X4 3X4 1.5X3 4X6(B1) 13'6" 90# 13'2"8 $%Lbl:2H2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 26.71 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 26.71 BC: 90 lb Conc. Load at 13.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss transfers a maximum horizontal load of 2200 # ( 82.38 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2200 82.38 TC 0.00 26.71 2200 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1419 /- /- /1308 /- /2203 H 1310 /- /- /1243 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 11 -2733 C - D 77 - 2234 Chords Tens. Comp. F - G 80 - 2213 G - H 15 - 2557 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2511 0 O - N 2465 0 N - M 2124 - 29 M - L 2124 - 513 L - K 1987 0 Chords Tens. Comp. L - K 137 - 504 K - J 2124 -29 J - I 2357 0 I - H 2334 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 61 -509 N - D 666 0 D - F 83 - 1614 Webs Tens. Comp. F - J 635 0 J - G 65 -436 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.139 L 999 240 VERT(CL): 0.264 D 999 180 HORZ(LL): 0.056 H - - HORZ(TL): 0.093 H - - Creep Factor: 2.0 Max TC CSI: 0.623 Max BC CSI: 0.658 Max Web CSI: 0.475 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2H3 Ply: 1SEQN: 74975 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T361 DrwNo: 167.23.1310.36793 RDF / RTT 06/16/2023 B2 26'8"8 7'0"14 7'0"14 11'7"7 4'6"8 13'6" 1'10"9 15'3"13 1'9"13 19'11"2 4'7"4 26'8"8 6'9"6 4'11"8 4'11"8 9'6"12 4'7"4 11' 1'5"4 14' 3' 16' 2' 17'5"4 1'5"4 22'0"8 4'7"4 26'8"8 4'8"1'2" 4"1 5"83"85'11"96'5"2A B C D E F G H IJKLMNO 5 12 4X6(A2)1.5X4 3X4 3X4 3X4 3X6 2X3 3X4 4X6 3X4 3X4 3X4 3X4 1.5X3 3X6(B1) 13'6" 90# 13'2"8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 26.71 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 26.71 BC: 90 lb Conc. Load at 13.50 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss transfers a maximum horizontal load of 2200 # ( 82.38 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2200 82.38 TC 0.00 26.71 2200 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1419 /- /- /1308 /- /2203 H 1310 /- /- /1243 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 11 -2733 C - D 77 - 2234 Chords Tens. Comp. F - G 80 - 2213 G - H 15 - 2557 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2511 0 O - N 2465 0 N - M 2124 - 29 M - L 2124 - 513 L - K 1987 0 Chords Tens. Comp. L - K 137 - 504 K - J 2124 -29 J - I 2357 0 I - H 2334 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 61 -509 N - D 666 0 D - F 83 - 1614 Webs Tens. Comp. F - J 635 0 J - G 65 -436 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.139 L 999 240 VERT(CL): 0.264 D 999 180 HORZ(LL): 0.056 H - - HORZ(TL): 0.093 H - - Creep Factor: 2.0 Max TC CSI: 0.623 Max BC CSI: 0.658 Max Web CSI: 0.475 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2H3 Ply: 1SEQN: 74975 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T361 DrwNo: 167.23.1310.36793 RDF / RTT 06/16/2023 B2 26'8"8 7'0"14 7'0"14 11'7"7 4'6"8 13'6" 1'10"9 15'3"13 1'9"13 19'11"2 4'7"4 26'8"8 6'9"6 4'11"8 4'11"8 9'6"12 4'7"4 11' 1'5"4 14' 3' 16' 2' 17'5"4 1'5"4 22'0"8 4'7"4 26'8"8 4'8"1'2" 4"1 5"83"85'11"96'5"2A B C D E F G H IJKLMNO 5 12 4X6(A2)1.5X4 3X4 3X4 3X4 3X6 2X3 3X4 4X6 3X4 3X4 3X4 3X4 1.5X3 3X6(B1) 13'6" 90# 13'2"8 $%Lbl:2H3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 42 7.71 18.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 3340 /- /- /407 /- /- F 3414 /- /- /412 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - F Brg Wid = 3.5 Min Req = 1.8 (Truss) Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3185 A - B 0 -3483 C - D 0 -3983 Chords Tens. Comp. D - E 0 -3271 E - F 0 -3566 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 3161 0 L - K 3985 0 K - J 3985 0 Chords Tens. Comp. J - I 3980 0 I - H 3980 0 H - F 3247 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - C 0 -1076 B - L 790 0 Webs Tens. Comp. D - H 0 -971 H - E 807 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.165 J 999 240 VERT(CL): 0.389 J 815 180 HORZ(LL): 0.050 F - - HORZ(TL): 0.118 F - - Creep Factor: 2.0 Max TC CSI: 0.990 Max BC CSI: 0.861 Max Web CSI: 0.328 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HA Ply: 2SEQN: 74260 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T258 DrwNo: 167.23.1153.19633 RDF / RTT 06/16/2023 2 Complete Trusses Required 26'8"8 7'8"3 7'8"3 11'2"8 3'6"5 15'2"8 3'11"15 18'8"13 3'6"5 26'8"8 7'11"11 7'4"5 7'4"5 11'2"8 3'10"3 15'2"8 3'11"15 19'0"11 3'10"3 26'8"8 7'7"13 1'2" 5"8 4"13'7"154'1"8A B CDE F G HIJKL 5 12 4X6(B10R) 5X6 3X4 3X10 1.5X3 3X4 3X4 H0308 3X4 5X6 3X10(B1T) 3'8"8 280# 794# 11'0"10 794# 19' 280# 4' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 42 7.71 18.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 3340 /- /- /407 /- /- F 3414 /- /- /412 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - F Brg Wid = 3.5 Min Req = 1.8 (Truss) Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3185 A - B 0 -3483 C - D 0 -3983 Chords Tens. Comp. D - E 0 -3271 E - F 0 -3566 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 3161 0 L - K 3985 0 K - J 3985 0 Chords Tens. Comp. J - I 3980 0 I - H 3980 0 H - F 3247 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - C 0 -1076 B - L 790 0 Webs Tens. Comp. D - H 0 -971 H - E 807 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.165 J 999 240 VERT(CL): 0.389 J 815 180 HORZ(LL): 0.050 F - - HORZ(TL): 0.118 F - - Creep Factor: 2.0 Max TC CSI: 0.990 Max BC CSI: 0.861 Max Web CSI: 0.328 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HA Ply: 2SEQN: 74260 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T258 DrwNo: 167.23.1153.19633 RDF / RTT 06/16/2023 2 Complete Trusses Required 26'8"8 7'8"3 7'8"3 11'2"8 3'6"5 15'2"8 3'11"15 18'8"13 3'6"5 26'8"8 7'11"11 7'4"5 7'4"5 11'2"8 3'10"3 15'2"8 3'11"15 19'0"11 3'10"3 26'8"8 7'7"13 1'2" 5"8 4"13'7"154'1"8A B CDE F G HIJKL 5 12 4X6(B10R) 5X6 3X4 3X10 1.5X3 3X4 3X4 H0308 3X4 5X6 3X10(B1T) 3'8"8 280# 794# 11'0"10 794# 19' 280# 4' $%Lbl:2HA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HA Ply: 2 Qty: 1 SEQN: 74260 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T258 DrwNo: 167.23.1153.19633 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HA Ply: 2 Qty: 1 SEQN: 74260 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T258 DrwNo: 167.23.1153.19633 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 45 9.71 16.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1482 /- /- /1228 /- /2003 G 1477 /- /- /1234 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - G Brg Wid = 3.5 Min Req = 1.6 (Truss) Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 184 - 2385 A - B 144 -3000 B - C 171 -2655 Chords Tens. Comp. D - E 186 -2402 E - F 173 -2680 F - G 150 -3150 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 2688 -94 L - K 2690 - 96 K - J 2827 -97 Chords Tens. Comp. J - I 2827 -97 I - H 2842 - 85 H - G 2843 - 84 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 44 -438 K - C 740 -16 K - D 98 -637 Webs Tens. Comp. D - I 96 -612 E - I 774 -16 I - F 49 -544 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.127 D 999 240 VERT(CL): 0.295 D 999 180 HORZ(LL): 0.054 G - - HORZ(TL): 0.105 G - - Creep Factor: 2.0 Max TC CSI: 0.978 Max BC CSI: 0.938 Max Web CSI: 0.346 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HB Ply: 1SEQN: 74261 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T259 DrwNo: 167.23.1155.06020 RDF / RTT 06/16/2023 26'8"8 4'10"5 4'10"5 9'8"3 4'9"14 13'2"8 3'6"5 16'8"13 3'6"5 21'6"11 4'9"14 26'8"8 5'1"13 4'10"5 4'10"5 9'4"5 4'6" 17'0"11 7'8"6 21'6"11 4'6" 26'8"8 5'1"13 5"8 4"14'5"15A B C DE F G HIJKL 5 12 4X6(B1)1.5X3 3X4 3X8 4X6 3X4 H0308 4X6 3X8 3X4 1.5X3 4X6(A2) 9'11"11 134# 3'2"13 673#134# 9'11"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 45 9.71 16.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1482 /- /- /1228 /- /2003 G 1477 /- /- /1234 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - G Brg Wid = 3.5 Min Req = 1.6 (Truss) Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 184 - 2385 A - B 144 -3000 B - C 171 -2655 Chords Tens. Comp. D - E 186 -2402 E - F 173 -2680 F - G 150 -3150 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 2688 -94 L - K 2690 - 96 K - J 2827 -97 Chords Tens. Comp. J - I 2827 -97 I - H 2842 - 85 H - G 2843 - 84 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 44 -438 K - C 740 -16 K - D 98 -637 Webs Tens. Comp. D - I 96 -612 E - I 774 -16 I - F 49 -544 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.127 D 999 240 VERT(CL): 0.295 D 999 180 HORZ(LL): 0.054 G - - HORZ(TL): 0.105 G - - Creep Factor: 2.0 Max TC CSI: 0.978 Max BC CSI: 0.938 Max Web CSI: 0.346 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HB Ply: 1SEQN: 74261 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T259 DrwNo: 167.23.1155.06020 RDF / RTT 06/16/2023 26'8"8 4'10"5 4'10"5 9'8"3 4'9"14 13'2"8 3'6"5 16'8"13 3'6"5 21'6"11 4'9"14 26'8"8 5'1"13 4'10"5 4'10"5 9'4"5 4'6" 17'0"11 7'8"6 21'6"11 4'6" 26'8"8 5'1"13 5"8 4"14'5"15A B C DE F G HIJKL 5 12 4X6(B1)1.5X3 3X4 3X8 4X6 3X4 H0308 4X6 3X8 3X4 1.5X3 4X6(A2) 9'11"11 134# 3'2"13 673#134# 9'11"11 $%Lbl:2HB?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 74.89 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 74.89 TC 0.00 26.71 2000 BC 0.29 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HB Ply: 1 Qty: 1 SEQN: 74261 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T259 DrwNo: 167.23.1155.06020 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 74.89 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 74.89 TC 0.00 26.71 2000 BC 0.29 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HB Ply: 1 Qty: 1 SEQN: 74261 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T259 DrwNo: 167.23.1155.06020 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 54 9.30 17.11 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1255 /- /- /751 /- /62 I 1255 /- /- /751 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - I Brg Wid = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -2472 B - C 152 -2114 C - E 200 - 1892 Chords Tens. Comp. E - G 200 -1892 G - H 153 -2114 H - I 118 -2472 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 2204 -81 N - M 2204 - 82 M - L 2089 -77 Chords Tens. Comp. L - K 2089 - 77 K - J 2204 -59 J - I 2204 -57 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 30 -442 M - C 493 -12 Webs Tens. Comp. G - K 493 -11 K - H 31 -442 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.096 E 999 240 VERT(CL): 0.229 E 999 180 HORZ(LL): 0.035 I - - HORZ(TL): 0.084 I - - Creep Factor: 2.0 Max TC CSI: 0.974 Max BC CSI: 0.882 Max Web CSI: 0.200 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HC Ply: 1SEQN: 74262 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T260 DrwNo: 167.23.1155.49893 RDF / RTT 06/16/2023 26'5" 4'10"5 4'10"5 9'8"8 4'10"3 13'2"8 3'6" 15'2"5 1'11"13 17'0"11 1'10"6 21'6"11 4'6" 26'5" 4'10"5 4'10"5 4'10"5 9'4"5 4'6" 17'0"11 7'8"6 21'6"11 4'6" 26'5" 4'10"5 5"85'1"10A B C D EFG H I JKLMN 5 12 3X6(B1)1.5X3 3X8 4X4 4X4 3X8 1.5X3 3X6(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 54 9.30 17.11 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1255 /- /- /751 /- /62 I 1255 /- /- /751 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - I Brg Wid = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -2472 B - C 152 -2114 C - E 200 - 1892 Chords Tens. Comp. E - G 200 -1892 G - H 153 -2114 H - I 118 -2472 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 2204 -81 N - M 2204 - 82 M - L 2089 -77 Chords Tens. Comp. L - K 2089 - 77 K - J 2204 -59 J - I 2204 -57 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 30 -442 M - C 493 -12 Webs Tens. Comp. G - K 493 -11 K - H 31 -442 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.096 E 999 240 VERT(CL): 0.229 E 999 180 HORZ(LL): 0.035 I - - HORZ(TL): 0.084 I - - Creep Factor: 2.0 Max TC CSI: 0.974 Max BC CSI: 0.882 Max Web CSI: 0.200 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HC Ply: 1SEQN: 74262 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T260 DrwNo: 167.23.1155.49893 RDF / RTT 06/16/2023 26'5" 4'10"5 4'10"5 9'8"8 4'10"3 13'2"8 3'6" 15'2"5 1'11"13 17'0"11 1'10"6 21'6"11 4'6" 26'5" 4'10"5 4'10"5 4'10"5 9'4"5 4'6" 17'0"11 7'8"6 21'6"11 4'6" 26'5" 4'10"5 5"85'1"10A B C D EFG H I JKLMN 5 12 3X6(B1)1.5X3 3X8 4X4 4X4 3X8 1.5X3 3X6(B1) $%Lbl:2HC?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 45 11.33 15.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1304 /- /- /186 /- /- H 1304 /- /- /186 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - H Brg Wid = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2530 B - C 0 -2198 C - F 0 -1747 Chords Tens. Comp. F - G 0 -2198 G - H 0 -2530 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2240 0 O - N 2237 0 N - M 1747 0 M - L 1934 - 502 L - K 1793 0 Chords Tens. Comp. L - K 142 - 504 K - J 1747 0 J - I 2237 0 I - H 2240 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 149 - 508 N - C 574 0 Webs Tens. Comp. F - J 574 0 J - G 74 -508 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.139 F 999 240 VERT(CL): 0.493 F 637 180 HORZ(LL): 0.048 C - - HORZ(TL): 0.171 C - - Creep Factor: 2.0 Max TC CSI: 0.569 Max BC CSI: 0.893 Max Web CSI: 0.220 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HD Ply: 1SEQN: 74263 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T261 DrwNo: 167.23.1156.45177 RDF / RTT 06/16/2023 B2 26'5" 6'9"6 6'9"6 11'8"14 4'11"8 13'5"5 1'8"7 15'2"10 1'9"5 19'7"10 4'4"15 26'5" 6'9"6 4'8" 4'8" 9'3"4 4'7"4 10'8"8 1'5"4 13'8"8 3' 15'8"8 2' 17'1"12 1'5"4 21'9" 4'7"4 26'5" 4'8" 5"83"85'10"6A B C D E F G H IJKLMNO 5 12 3X6(B1)1.5X4 2X3 4X6 1.5X4 3X6(B1) 13'2"8 90# 13'2"8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 45 11.33 15.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1304 /- /- /186 /- /- H 1304 /- /- /186 /- /- Wind reactions based on MWFRS A Brg Wid = - Min Req = - H Brg Wid = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2530 B - C 0 -2198 C - F 0 -1747 Chords Tens. Comp. F - G 0 -2198 G - H 0 -2530 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2240 0 O - N 2237 0 N - M 1747 0 M - L 1934 - 502 L - K 1793 0 Chords Tens. Comp. L - K 142 - 504 K - J 1747 0 J - I 2237 0 I - H 2240 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 149 - 508 N - C 574 0 Webs Tens. Comp. F - J 574 0 J - G 74 -508 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.139 F 999 240 VERT(CL): 0.493 F 637 180 HORZ(LL): 0.048 C - - HORZ(TL): 0.171 C - - Creep Factor: 2.0 Max TC CSI: 0.569 Max BC CSI: 0.893 Max Web CSI: 0.220 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2HD Ply: 1SEQN: 74263 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T261 DrwNo: 167.23.1156.45177 RDF / RTT 06/16/2023 B2 26'5" 6'9"6 6'9"6 11'8"14 4'11"8 13'5"5 1'8"7 15'2"10 1'9"5 19'7"10 4'4"15 26'5" 6'9"6 4'8" 4'8" 9'3"4 4'7"4 10'8"8 1'5"4 13'8"8 3' 15'8"8 2' 17'1"12 1'5"4 21'9" 4'7"4 26'5" 4'8" 5"83"85'10"6A B C D E F G H IJKLMNO 5 12 3X6(B1)1.5X4 2X3 4X6 1.5X4 3X6(B1) 13'2"8 90# 13'2"8 $%Lbl:2HD?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 7.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading #1 hip with 7-0-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 2954 /- /- /361 /- /- I 2529 /- /- /313 /- /- H 1008 /- /- /79 /- /- Wind reactions based on MWFRS Q Brg Wid = 3.5 Min Req = 1.6 (Truss) I Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearings Q & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3056 A - B 0 -3333 C - D 0 -4052 Chords Tens. Comp. D - E 0 -3471 E - F 0 -1839 F - G 0 -1839 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3029 0 O - N 4039 0 N - M 4175 0 Chords Tens. Comp. M - L 4175 0 L - K 4175 0 K - J 3404 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 0 -1206 B - O 832 0 D - K 0 -845 K - E 601 0 E - J 0 -1879 Webs Tens. Comp. F - J 0 -483 J - P 2227 0 P - G 2109 0 G - H 0 -1231 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.151 M 999 240 VERT(CL): 0.349 M 883 180 HORZ(LL): 0.033 B - - HORZ(TL): 0.077 B - - Creep Factor: 2.0 Max TC CSI: 0.997 Max BC CSI: 0.651 Max Web CSI: 0.733 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JA Ply: 2SEQN: 74370 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T296 DrwNo: 167.23.1157.27883 RDF / RTT 06/16/2023 2 Complete Trusses Required W10 25'10"4 10"4 7'0"11 7'0"11 10'7"11 3'7" 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 25'8"8 2'10"14 26'8"8 1' 6'8"13 6'8"13 10'7"11 3'10"14 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 25'8"8 2'10"14 26'8"8 1' 4"1 2'11"113'3"5A B CDEFG HIJKLMNO P Q 5 12 4X6(A1) 5X6 3X4 3X4 3X4 3X8 1.5X3 5X6 3X4 4X6 1.5X3 6X10 1.5X3 1.5X3 3X8 3X10 669# 19'7"13 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) W10 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 7.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading #1 hip with 7-0-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 2954 /- /- /361 /- /- I 2529 /- /- /313 /- /- H 1008 /- /- /79 /- /- Wind reactions based on MWFRS Q Brg Wid = 3.5 Min Req = 1.6 (Truss) I Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearings Q & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3056 A - B 0 -3333 C - D 0 -4052 Chords Tens. Comp. D - E 0 -3471 E - F 0 -1839 F - G 0 -1839 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3029 0 O - N 4039 0 N - M 4175 0 Chords Tens. Comp. M - L 4175 0 L - K 4175 0 K - J 3404 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 0 -1206 B - O 832 0 D - K 0 -845 K - E 601 0 E - J 0 -1879 Webs Tens. Comp. F - J 0 -483 J - P 2227 0 P - G 2109 0 G - H 0 -1231 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.151 M 999 240 VERT(CL): 0.349 M 883 180 HORZ(LL): 0.033 B - - HORZ(TL): 0.077 B - - Creep Factor: 2.0 Max TC CSI: 0.997 Max BC CSI: 0.651 Max Web CSI: 0.733 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JA Ply: 2SEQN: 74370 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T296 DrwNo: 167.23.1157.27883 RDF / RTT 06/16/2023 2 Complete Trusses Required W10 25'10"4 10"4 7'0"11 7'0"11 10'7"11 3'7" 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 25'8"8 2'10"14 26'8"8 1' 6'8"13 6'8"13 10'7"11 3'10"14 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 25'8"8 2'10"14 26'8"8 1' 4"1 2'11"113'3"5A B CDEFG HIJKLMNO P Q 5 12 4X6(A1) 5X6 3X4 3X4 3X4 3X8 1.5X3 5X6 3X4 4X6 1.5X3 6X10 1.5X3 1.5X3 3X8 3X10 669# 19'7"13 $%Lbl:2JA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.06 TC 41 7.06 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Building designer is responsible for conventional framing. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JA Ply: 2 Qty: 1 SEQN: 74370 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T296 DrwNo: 167.23.1157.27883 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.06 TC 41 7.06 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Building designer is responsible for conventional framing. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JA Ply: 2 Qty: 1 SEQN: 74370 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T296 DrwNo: 167.23.1157.27883 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.64 TC 35 6.68 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1475 /- /- /885 /- /87 I 1459 /- /- /823 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.6 (Truss) I Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 260 -2968 B - D 312 -2665 D - E 375 - 3477 Chords Tens. Comp. E - F 327 -3086 F - G 204 -1863 G - H 204 -1863 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2644 - 311 O - N 3460 - 379 N - M 3627 - 382 Chords Tens. Comp. M - L 3627 -382 L - K 3627 - 382 K - J 3037 -328 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 702 -22 O - D 146 - 985 E - K 73 -657 K - F 467 0 Webs Tens. Comp. F - J 150 -1424 G - J 105 - 389 J - H 2249 -246 H - I 178 -1424 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.152 M 999 240 VERT(CL): 0.362 M 880 180 HORZ(LL): 0.043 I - - HORZ(TL): 0.102 I - - Creep Factor: 2.0 Max TC CSI: 0.966 Max BC CSI: 0.850 Max Web CSI: 0.914 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JB Ply: 1SEQN: 74374 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T297 DrwNo: 167.23.1158.09620 RDF / RTT 06/16/2023 T2 26'8"8 7'1" 7'1" 10'7"11 3'6"11 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 26'8"8 3'10"14 6'8"13 6'8"13 10'7"11 3'10"14 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 26'8"8 3'10"14 4"1 2'11"113'11"4A B C DEFGH IJKLMNO 5 12 4X6(A2) 4X6 3X8 1.5X3 H0308 4X4 1.5X3 6X10 5X6 4X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.64 TC 35 6.68 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1475 /- /- /885 /- /87 I 1459 /- /- /823 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.6 (Truss) I Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 260 -2968 B - D 312 -2665 D - E 375 - 3477 Chords Tens. Comp. E - F 327 -3086 F - G 204 -1863 G - H 204 -1863 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2644 - 311 O - N 3460 - 379 N - M 3627 - 382 Chords Tens. Comp. M - L 3627 -382 L - K 3627 - 382 K - J 3037 -328 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 702 -22 O - D 146 - 985 E - K 73 -657 K - F 467 0 Webs Tens. Comp. F - J 150 -1424 G - J 105 - 389 J - H 2249 -246 H - I 178 -1424 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.152 M 999 240 VERT(CL): 0.362 M 880 180 HORZ(LL): 0.043 I - - HORZ(TL): 0.102 I - - Creep Factor: 2.0 Max TC CSI: 0.966 Max BC CSI: 0.850 Max Web CSI: 0.914 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JB Ply: 1SEQN: 74374 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T297 DrwNo: 167.23.1158.09620 RDF / RTT 06/16/2023 T2 26'8"8 7'1" 7'1" 10'7"11 3'6"11 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 26'8"8 3'10"14 6'8"13 6'8"13 10'7"11 3'10"14 14'8"5 4'0"10 18'9" 4'0"10 22'9"10 4'0"10 26'8"8 3'10"14 4"1 2'11"113'11"4A B C DEFGH IJKLMNO 5 12 4X6(A2) 4X6 3X8 1.5X3 H0308 4X4 1.5X3 6X10 5X6 4X6 $%Lbl:2JB?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 22 9.97 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1590 /- /- /174 /- /- G 2088 /- /- /188 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.7 (Truss) G Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 192 - 2679 A - B 145 -3423 Chords Tens. Comp. B - C 178 -2973 D - E 156 -2455 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 3092 - 222 L - K 3091 - 223 K - J 3332 - 217 Chords Tens. Comp. J - I 3332 -217 I - H 3332 - 217 H - G 2402 - 158 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 38 -534 K - C 765 0 K - D 77 -802 D - H 82 - 1066 Webs Tens. Comp. H - E 706 0 E - G 192 -2923 F - G 47 -425 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.131 J 999 240 VERT(CL): 0.294 J 999 180 HORZ(LL): 0.051 G - - HORZ(TL): 0.115 G - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.799 Max Web CSI: 0.882 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JC Ply: 1SEQN: 74378 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T298 DrwNo: 167.23.1158.54467 RDF / RTT 06/16/2023 26'8"8 5'1"13 5'1"13 9'11"11 4'9"14 15'3"7 5'3"12 21'0"14 5'9"6 26'8"8 5'7"10 5'1"13 5'1"13 9'7"13 4'6" 15'3"7 5'7"10 21'0"14 5'9"6 26'8"8 5'7"10 4"1 4'2"44'5"15(a) A B C DEF GHIJKL 5 12 4X6(A2)1.5X3 3X4 3X8 4X6 3X8 1.5X3H0308 3X4 5X6 1.5X4 5X6 9'11"11 158# 4' 442# 12'8"13 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 22 9.97 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1590 /- /- /174 /- /- G 2088 /- /- /188 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.7 (Truss) G Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 192 - 2679 A - B 145 -3423 Chords Tens. Comp. B - C 178 -2973 D - E 156 -2455 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 3092 - 222 L - K 3091 - 223 K - J 3332 - 217 Chords Tens. Comp. J - I 3332 -217 I - H 3332 - 217 H - G 2402 - 158 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 38 -534 K - C 765 0 K - D 77 -802 D - H 82 - 1066 Webs Tens. Comp. H - E 706 0 E - G 192 -2923 F - G 47 -425 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.131 J 999 240 VERT(CL): 0.294 J 999 180 HORZ(LL): 0.051 G - - HORZ(TL): 0.115 G - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.799 Max Web CSI: 0.882 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JC Ply: 1SEQN: 74378 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T298 DrwNo: 167.23.1158.54467 RDF / RTT 06/16/2023 26'8"8 5'1"13 5'1"13 9'11"11 4'9"14 15'3"7 5'3"12 21'0"14 5'9"6 26'8"8 5'7"10 5'1"13 5'1"13 9'7"13 4'6" 15'3"7 5'7"10 21'0"14 5'9"6 26'8"8 5'7"10 4"1 4'2"44'5"15(a) A B C DEF GHIJKL 5 12 4X6(A2)1.5X3 3X4 3X8 4X6 3X8 1.5X3H0308 3X4 5X6 1.5X4 5X6 9'11"11 158# 4' 442# 12'8"13 $%Lbl:2JC?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 48 9.59 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1276 /- /- /778 /- /97 H 1262 /- /- /720 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 139 -2655 B - C 179 -2179 Chords Tens. Comp. C - E 216 -1947 E - F 164 -1522 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 2386 - 237 M - L 2384 - 239 L - K 2173 - 231 Chords Tens. Comp. K - J 2173 -231 J - I 2173 -231 I - H 1481 - 165 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 28 -549 L - C 489 0 E - I 81 -791 Webs Tens. Comp. I - F 578 0 F - H 201 -1803 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.084 K 999 240 VERT(CL): 0.200 K 999 180 HORZ(LL): 0.033 H - - HORZ(TL): 0.079 H - - Creep Factor: 2.0 Max TC CSI: 0.964 Max BC CSI: 0.717 Max Web CSI: 0.655 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JD Ply: 1SEQN: 74382 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T299 DrwNo: 167.23.1159.16607 RDF / RTT 06/16/2023 26'8"8 5'1"13 5'1"13 10' 4'10"3 15'3"7 5'3"7 21'0"14 5'9"6 26'8"8 5'7"10 5'1"13 5'1"13 9'7"13 4'6" 15'3"7 5'7"10 21'0"14 5'9"6 26'8"8 5'7"10 4"1 4'2"44'11"10(a) A B C D EFG HIJKLM 5 12 4X6(A2) 3X4 3X8 4X4 3X8 3X4 3X4 4X6 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 48 9.59 26.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1276 /- /- /778 /- /97 H 1262 /- /- /720 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 139 -2655 B - C 179 -2179 Chords Tens. Comp. C - E 216 -1947 E - F 164 -1522 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 2386 - 237 M - L 2384 - 239 L - K 2173 - 231 Chords Tens. Comp. K - J 2173 -231 J - I 2173 -231 I - H 1481 - 165 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 28 -549 L - C 489 0 E - I 81 -791 Webs Tens. Comp. I - F 578 0 F - H 201 -1803 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.084 K 999 240 VERT(CL): 0.200 K 999 180 HORZ(LL): 0.033 H - - HORZ(TL): 0.079 H - - Creep Factor: 2.0 Max TC CSI: 0.964 Max BC CSI: 0.717 Max Web CSI: 0.655 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JD Ply: 1SEQN: 74382 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T299 DrwNo: 167.23.1159.16607 RDF / RTT 06/16/2023 26'8"8 5'1"13 5'1"13 10' 4'10"3 15'3"7 5'3"7 21'0"14 5'9"6 26'8"8 5'7"10 5'1"13 5'1"13 9'7"13 4'6" 15'3"7 5'7"10 21'0"14 5'9"6 26'8"8 5'7"10 4"1 4'2"44'11"10(a) A B C D EFG HIJKLM 5 12 4X6(A2) 3X4 3X8 4X4 3X8 3X4 3X4 4X6 4X4 $%Lbl:2JD?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 54 13.15 24.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1382 /- /- /169 /- /- I 1260 /- /- /160 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 166 - 1585 B - C 95 -2565 Chords Tens. Comp. C - D 147 -1821 E - F 132 -1109 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2288 - 177 O - N 2285 - 179 N - M 1522 - 148 Chords Tens. Comp. M - L 1522 -148 L - K 1522 - 148 K - J 1075 -109 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 41 -780 N - D 393 0 E - K 63 -669 K - F 604 -7 Webs Tens. Comp. F - J 134 -1241 J - H 1118 -93 H - I 105 -1248 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.072 C 999 240 VERT(CL): 0.170 C 999 180 HORZ(LL): 0.027 J - - HORZ(TL): 0.065 J - - Creep Factor: 2.0 Max TC CSI: 0.958 Max BC CSI: 0.801 Max Web CSI: 0.947 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JE Ply: 1SEQN: 74386 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T300 DrwNo: 167.23.1159.31093 RDF / RTT 06/16/2023 26'8"8 6'8"11 6'8"11 13'1"7 6'4"12 16'10"10 3'9"3 21'1"6 4'2"13 24'10"9 3'9"3 26'8"8 1'9"15 6'8"11 6'8"11 12'9"9 6'0"14 16'10"10 4'1"1 21'1"6 4'2"13 25'2"7 4'1"1 26'8"8 1'6"11'2" 4"1 5'0"85'9"106'3"4A B C D EFG H IJKLMNO 5 12 3X6(A1)1.5X3 3X4 3X8 4X4 3X4 3X8 1.5X3 3X4 4X4 3X4 5X8 4X4 4X4 13'1"7 9# 2"1320#2"13 9# 13'1"7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 54 13.15 24.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1382 /- /- /169 /- /- I 1260 /- /- /160 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 166 - 1585 B - C 95 -2565 Chords Tens. Comp. C - D 147 -1821 E - F 132 -1109 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2288 - 177 O - N 2285 - 179 N - M 1522 - 148 Chords Tens. Comp. M - L 1522 -148 L - K 1522 - 148 K - J 1075 -109 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 41 -780 N - D 393 0 E - K 63 -669 K - F 604 -7 Webs Tens. Comp. F - J 134 -1241 J - H 1118 -93 H - I 105 -1248 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.072 C 999 240 VERT(CL): 0.170 C 999 180 HORZ(LL): 0.027 J - - HORZ(TL): 0.065 J - - Creep Factor: 2.0 Max TC CSI: 0.958 Max BC CSI: 0.801 Max Web CSI: 0.947 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JE Ply: 1SEQN: 74386 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T300 DrwNo: 167.23.1159.31093 RDF / RTT 06/16/2023 26'8"8 6'8"11 6'8"11 13'1"7 6'4"12 16'10"10 3'9"3 21'1"6 4'2"13 24'10"9 3'9"3 26'8"8 1'9"15 6'8"11 6'8"11 12'9"9 6'0"14 16'10"10 4'1"1 21'1"6 4'2"13 25'2"7 4'1"1 26'8"8 1'6"11'2" 4"1 5'0"85'9"106'3"4A B C D EFG H IJKLMNO 5 12 3X6(A1)1.5X3 3X4 3X8 4X4 3X4 3X8 1.5X3 3X4 4X4 3X4 5X8 4X4 4X4 13'1"7 9# 2"1320#2"13 9# 13'1"7 $%Lbl:2JE?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 52 15.04 22.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1512 /- /- /172 /- /- I 1389 /- /- /164 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.6 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 117 -1640 B - C 17 -2934 C - D 73 - 2464 Chords Tens. Comp. D - E 110 -1886 F - G 96 -682 G - H 75 -780 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2636 -90 N - M 2634 - 92 M - L 2203 -80 Chords Tens. Comp. L - K 1328 - 84 K - J 1328 -84 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 15 -467 D - L 37 -783 L - F 512 0 Webs Tens. Comp. F - J 98 - 1095 J - H 1194 -53 H - I 88 - 1389 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.084 M 999 240 VERT(CL): 0.195 M 999 180 HORZ(LL): 0.029 J - - HORZ(TL): 0.067 J - - Creep Factor: 2.0 Max TC CSI: 0.970 Max BC CSI: 0.785 Max Web CSI: 0.575 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JF Ply: 1SEQN: 74392 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T301 DrwNo: 167.23.1200.15927 RDF / RTT 06/16/2023 26'8"8 5'3"15 5'3"15 10'0"2 4'8"3 15'0"3 5'0"1 19' 3'11"13 22'11"13 3'11"13 26'8"8 3'8"11 5'3"15 5'3"15 10'0"2 4'8"3 14'8"5 4'8"3 23'3"11 8'7"6 26'8"8 3'4"131'2" 4"1 5'0"86'7"27'0"11(a) A B C D E FG H IJKLMN 5 12 4X6(A2)1.5X3 3X4 3X4 3X4 3X8 4X4 3X4 3X4 3X4 5X8 4X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 52 15.04 22.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1512 /- /- /172 /- /- I 1389 /- /- /164 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.6 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 117 -1640 B - C 17 -2934 C - D 73 - 2464 Chords Tens. Comp. D - E 110 -1886 F - G 96 -682 G - H 75 -780 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2636 -90 N - M 2634 - 92 M - L 2203 -80 Chords Tens. Comp. L - K 1328 - 84 K - J 1328 -84 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 15 -467 D - L 37 -783 L - F 512 0 Webs Tens. Comp. F - J 98 - 1095 J - H 1194 -53 H - I 88 - 1389 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.084 M 999 240 VERT(CL): 0.195 M 999 180 HORZ(LL): 0.029 J - - HORZ(TL): 0.067 J - - Creep Factor: 2.0 Max TC CSI: 0.970 Max BC CSI: 0.785 Max Web CSI: 0.575 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JF Ply: 1SEQN: 74392 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T301 DrwNo: 167.23.1200.15927 RDF / RTT 06/16/2023 26'8"8 5'3"15 5'3"15 10'0"2 4'8"3 15'0"3 5'0"1 19' 3'11"13 22'11"13 3'11"13 26'8"8 3'8"11 5'3"15 5'3"15 10'0"2 4'8"3 14'8"5 4'8"3 23'3"11 8'7"6 26'8"8 3'4"131'2" 4"1 5'0"86'7"27'0"11(a) A B C D E FG H IJKLMN 5 12 4X6(A2)1.5X3 3X4 3X4 3X4 3X8 4X4 3X4 3X4 3X4 5X8 4X4 4X4 $%Lbl:2JF?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JF Ply: 1 Qty: 1 SEQN: 74392 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T301 DrwNo: 167.23.1200.15927 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2JF Ply: 1 Qty: 1 SEQN: 74392 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T301 DrwNo: 167.23.1200.15927 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 3771 /- /- /461 /- /- G 3770 /- /- /461 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) G Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3750 B - C 0 -4095 D - E 0 -4992 Chords Tens. Comp. E - F 0 -3749 F - G 0 -4093 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3725 0 M - L 5006 0 L - K 5006 0 Chords Tens. Comp. K - J 5006 0 J - I 4982 0 I - G 3723 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - D 0 -1503 C - M 916 0 Webs Tens. Comp. E - I 0 -1489 I - F 926 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.252 J 999 240 VERT(CL): 0.592 J 602 180 HORZ(LL): 0.077 G - - HORZ(TL): 0.182 G - - Creep Factor: 2.0 Max TC CSI: 0.952 Max BC CSI: 0.997 Max Web CSI: 0.453 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2KA Ply: 2SEQN: 74271 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T270 DrwNo: 167.23.1200.40997 RDF / RTT 06/16/2023 2 Complete Trusses Required 30' 7'11"11 7'11"11 12'6" 4'6"5 17'6" 4'11"15 22'0"5 4'6"5 30' 7'11"11 7'7"13 7'7"13 12'6" 4'10"3 17'6" 4'11"15 22'4"3 4'10"3 30' 7'7"131'2"1'2" 4"13'7"154'1"8A B C DEF G H IJKLM 5 12 3X10(B1T) 5X8 4X4 4X8 1.5X3 H0310 3X4 4X4 4X4 5X8 3X10(B1T) 826# 14'0"10 826# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 3771 /- /- /461 /- /- G 3770 /- /- /461 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) G Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3750 B - C 0 -4095 D - E 0 -4992 Chords Tens. Comp. E - F 0 -3749 F - G 0 -4093 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3725 0 M - L 5006 0 L - K 5006 0 Chords Tens. Comp. K - J 5006 0 J - I 4982 0 I - G 3723 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - D 0 -1503 C - M 916 0 Webs Tens. Comp. E - I 0 -1489 I - F 926 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.252 J 999 240 VERT(CL): 0.592 J 602 180 HORZ(LL): 0.077 G - - HORZ(TL): 0.182 G - - Creep Factor: 2.0 Max TC CSI: 0.952 Max BC CSI: 0.997 Max Web CSI: 0.453 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2KA Ply: 2SEQN: 74271 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T270 DrwNo: 167.23.1200.40997 RDF / RTT 06/16/2023 2 Complete Trusses Required 30' 7'11"11 7'11"11 12'6" 4'6"5 17'6" 4'11"15 22'0"5 4'6"5 30' 7'11"11 7'7"13 7'7"13 12'6" 4'10"3 17'6" 4'11"15 22'4"3 4'10"3 30' 7'7"131'2"1'2" 4"13'7"154'1"8A B C DEF G H IJKLM 5 12 3X10(B1T) 5X8 4X4 4X8 1.5X3 H0310 3X4 4X4 4X4 5X8 3X10(B1T) 826# 14'0"10 826# $%Lbl:2KA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 9.97 TC 36 10.00 20.00 TC 24 20.03 31.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1765 /- /- /1060 /- /81 H 1765 /- /- /1060 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.9 (Truss) H Brg Wid = 3.5 Min Req = 1.9 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 232 - 2610 B - C 176 -3447 C - D 218 - 2919 Chords Tens. Comp. E - F 232 -2610 F - G 218 -2919 G - H 177 -3447 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3103 -95 O - N 3102 - 97 N - M 3164 - 99 M - L 3164 -99 Chords Tens. Comp. L - K 3164 - 99 K - J 3102 -83 J - H 3103 -81 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 41 -580 N - D 766 - 12 N - E 97 -689 Webs Tens. Comp. E - K 97 -689 F - K 766 -12 K - G 41 -580 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.159 L 999 240 VERT(CL): 0.375 L 950 180 HORZ(LL): 0.056 H - - HORZ(TL): 0.131 H - - Creep Factor: 2.0 Max TC CSI: 0.960 Max BC CSI: 0.780 Max Web CSI: 0.531 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2KB Ply: 1SEQN: 74318 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T271 DrwNo: 167.23.1201.07220 RDF / RTT 06/16/2023 30' 5'1"13 5'1"13 9'11"11 4'9"14 15' 5'0"5 20'0"5 5'0"5 24'10"3 4'9"14 30' 5'1"13 5'1"13 5'1"13 9'7"13 4'6" 15' 5'4"3 20'4"3 5'4"3 24'10"3 4'6" 30' 5'1"131'2"1'2" 4"14'5"154'11"8A B C D EF G H I JKLMNO 5 12 4X6(A2)1.5X3 3X4 3X8 4X6 H0308 3X8 1.5X3 4X6 3X8 3X4 1.5X3 4X6(A2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.22 9.97 TC 36 10.00 20.00 TC 24 20.03 31.22 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1765 /- /- /1060 /- /81 H 1765 /- /- /1060 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.9 (Truss) H Brg Wid = 3.5 Min Req = 1.9 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 232 - 2610 B - C 176 -3447 C - D 218 - 2919 Chords Tens. Comp. E - F 232 -2610 F - G 218 -2919 G - H 177 -3447 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3103 -95 O - N 3102 - 97 N - M 3164 - 99 M - L 3164 -99 Chords Tens. Comp. L - K 3164 - 99 K - J 3102 -83 J - H 3103 -81 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 41 -580 N - D 766 - 12 N - E 97 -689 Webs Tens. Comp. E - K 97 -689 F - K 766 -12 K - G 41 -580 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.159 L 999 240 VERT(CL): 0.375 L 950 180 HORZ(LL): 0.056 H - - HORZ(TL): 0.131 H - - Creep Factor: 2.0 Max TC CSI: 0.960 Max BC CSI: 0.780 Max Web CSI: 0.531 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2KB Ply: 1SEQN: 74318 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T271 DrwNo: 167.23.1201.07220 RDF / RTT 06/16/2023 30' 5'1"13 5'1"13 9'11"11 4'9"14 15' 5'0"5 20'0"5 5'0"5 24'10"3 4'9"14 30' 5'1"13 5'1"13 5'1"13 9'7"13 4'6" 15' 5'4"3 20'4"3 5'4"3 24'10"3 4'6" 30' 5'1"131'2"1'2" 4"14'5"154'11"8A B C D EF G H I JKLMNO 5 12 4X6(A2)1.5X3 3X4 3X8 4X6 H0308 3X8 1.5X3 4X6 3X8 3X4 1.5X3 4X6(A2) $%Lbl:2KB?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L SS(g); T3 2x4 DF-L #2(g); Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 31.28 BC: From 16 plf at 0.00 to 16 plf at 1.00 BC: From 616 plf at 1.00 to 616 plf at 21.00 BC: From 16 plf at 21.00 to 16 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.28 BC: 926 lb Conc. Load at 22.96 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 98 10.92 19.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 9253 /- /- /1053 /- /69 I 6625 /- /- /921 /- /- Wind reactions based on MWFRS S Brg Wid = 3.5 Min Req = 3.3 (Truss) I Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings S & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 65 - 4972 A - B 40 -7019 B - C 51 -6385 C - D 60 - 5441 Chords Tens. Comp. E - F 64 -4633 F - G 59 - 5071 G - H 51 - 5282 H - I 38 - 5209 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 6466 -21 R - Q 6438 - 21 Q - P 5802 - 19 P - O 5597 -19 O - N 5597 - 19 Chords Tens. Comp. N - M 5597 - 19 M - L 4852 -15 L - K 4796 - 15 K - I 4789 -15 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 497 0 B - Q 5 -642 Q - C 1030 0 C - P 11 - 1086 P - D 2163 -15 Webs Tens. Comp. P - E 24 -1013 E - O 1050 0 E - M 24 -1153 F - M 1888 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.208 O 999 240 VERT(CL): 0.480 O 743 180 HORZ(LL): 0.056 I - - HORZ(TL): 0.129 I - - Creep Factor: 2.0 Max TC CSI: 0.491 Max BC CSI: 0.677 Max Web CSI: 0.879 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2KC Ply: 3SEQN: 74358 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T287 DrwNo: 167.23.1201.43560 RDF / RTT 06/16/2023 3 Complete Trusses Required T2 T3W8 30' 3'11"14 3'11"14 7'0"8 3'0"10 10'10"11 3'10"3 13'5"12 2'7"1 19'1"5 5'7"9 22'11"8 3'10"3 26'0"2 3'0"10 30' 3'11"14 3'11"14 3'11"14 7'0"8 3'0"10 10'4"6 3'3"14 13'5"12 3'1"6 19'7"10 6'1"14 22'11"8 3'3"14 26'0"2 3'0"10 30' 3'11"14 1'2" 4"14'10"85'4"1A B C D EF G H I J KLMNOPQRS 5 12 4X12(A8R)3X4 3X4 4X4 4X4 5X8 4X12 3X10 3X8 H0510 5X8 5X8 3X4 3X4 3X4 1.5X3 3X12(A6RT) 22'11"8 926# 7'0"8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L SS(g); T3 2x4 DF-L #2(g); Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 31.28 BC: From 16 plf at 0.00 to 16 plf at 1.00 BC: From 616 plf at 1.00 to 616 plf at 21.00 BC: From 16 plf at 21.00 to 16 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.28 BC: 926 lb Conc. Load at 22.96 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 98 10.92 19.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 9253 /- /- /1053 /- /69 I 6625 /- /- /921 /- /- Wind reactions based on MWFRS S Brg Wid = 3.5 Min Req = 3.3 (Truss) I Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings S & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 65 - 4972 A - B 40 -7019 B - C 51 -6385 C - D 60 - 5441 Chords Tens. Comp. E - F 64 -4633 F - G 59 - 5071 G - H 51 - 5282 H - I 38 - 5209 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 6466 -21 R - Q 6438 - 21 Q - P 5802 - 19 P - O 5597 -19 O - N 5597 - 19 Chords Tens. Comp. N - M 5597 - 19 M - L 4852 -15 L - K 4796 - 15 K - I 4789 -15 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - B 497 0 B - Q 5 -642 Q - C 1030 0 C - P 11 - 1086 P - D 2163 -15 Webs Tens. Comp. P - E 24 -1013 E - O 1050 0 E - M 24 -1153 F - M 1888 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.208 O 999 240 VERT(CL): 0.480 O 743 180 HORZ(LL): 0.056 I - - HORZ(TL): 0.129 I - - Creep Factor: 2.0 Max TC CSI: 0.491 Max BC CSI: 0.677 Max Web CSI: 0.879 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2KC Ply: 3SEQN: 74358 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T287 DrwNo: 167.23.1201.43560 RDF / RTT 06/16/2023 3 Complete Trusses Required T2 T3W8 30' 3'11"14 3'11"14 7'0"8 3'0"10 10'10"11 3'10"3 13'5"12 2'7"1 19'1"5 5'7"9 22'11"8 3'10"3 26'0"2 3'0"10 30' 3'11"14 3'11"14 3'11"14 7'0"8 3'0"10 10'4"6 3'3"14 13'5"12 3'1"6 19'7"10 6'1"14 22'11"8 3'3"14 26'0"2 3'0"10 30' 3'11"14 1'2" 4"14'10"85'4"1A B C D EF G H I J KLMNOPQRS 5 12 4X12(A8R)3X4 3X4 4X4 4X4 5X8 4X12 3X10 3X8 H0510 5X8 5X8 3X4 3X4 3X4 1.5X3 3X12(A6RT) 22'11"8 926# 7'0"8 $%Lbl:2KC?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at 0.00 to 91 plf at 15.28 BC: From 19 plf at 0.00 to 19 plf at 14.00 BC: From 5 plf at 14.00 to 5 plf at 15.28 BC: 1304 lb Conc. Load at 0.71 BC: 1255 lb Conc. Load at 2.46 BC: 1482 lb Conc. Load at 4.00 BC: 3340 lb Conc. Load at 5.88 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 57.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.16 TC 0.00 14.00 800 BC 0.15 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 6066 /- /- /3607 /- /800 E 2971 /- /- /1852 /- /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 2.2 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 -3698 B - C 46 -2227 Chords Tens. Comp. C - D 45 - 2228 D - E 44 - 2151 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 3405 -15 I - H 3340 - 15 Chords Tens. Comp. H - G 1975 - 13 G - E 1967 - 12 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 1215 0 B - H 27 -1494 Webs Tens. Comp. C - H 1589 - 13 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 I 999 240 VERT(CL): 0.128 I 999 180 HORZ(LL): 0.015 E - - HORZ(TL): 0.035 E - - Creep Factor: 2.0 Max TC CSI: 0.458 Max BC CSI: 0.869 Max Web CSI: 0.646 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2L Ply: 3SEQN: 74275 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T274 DrwNo: 167.23.1202.53390 RDF / RTT 06/16/2023 3 Complete Trusses Required 14' 4'0"5 4'0"5 7' 2'11"11 9'11"11 2'11"11 14' 4'0"5 4'0"5 4'0"5 7' 2'11"11 9'11"11 2'11"11 14' 4'0"5 1'2" 4"13'3"13'8"10A B C D E F GHIJ 5 12 3X10(A1)3X8 4X6 4X4 4X8 3X4 1.5X3 4X4(A1T) 8"8 1304# 1'9" 1255# 1'6"8 1482# 1'10"8 3340# 8'1"8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at 0.00 to 91 plf at 15.28 BC: From 19 plf at 0.00 to 19 plf at 14.00 BC: From 5 plf at 14.00 to 5 plf at 15.28 BC: 1304 lb Conc. Load at 0.71 BC: 1255 lb Conc. Load at 2.46 BC: 1482 lb Conc. Load at 4.00 BC: 3340 lb Conc. Load at 5.88 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 57.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 57.16 TC 0.00 14.00 800 BC 0.15 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 6066 /- /- /3607 /- /800 E 2971 /- /- /1852 /- /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 2.2 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 -3698 B - C 46 -2227 Chords Tens. Comp. C - D 45 - 2228 D - E 44 - 2151 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 3405 -15 I - H 3340 - 15 Chords Tens. Comp. H - G 1975 - 13 G - E 1967 - 12 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 1215 0 B - H 27 -1494 Webs Tens. Comp. C - H 1589 - 13 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 I 999 240 VERT(CL): 0.128 I 999 180 HORZ(LL): 0.015 E - - HORZ(TL): 0.035 E - - Creep Factor: 2.0 Max TC CSI: 0.458 Max BC CSI: 0.869 Max Web CSI: 0.646 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2L Ply: 3SEQN: 74275 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T274 DrwNo: 167.23.1202.53390 RDF / RTT 06/16/2023 3 Complete Trusses Required 14' 4'0"5 4'0"5 7' 2'11"11 9'11"11 2'11"11 14' 4'0"5 4'0"5 4'0"5 7' 2'11"11 9'11"11 2'11"11 14' 4'0"5 1'2" 4"13'3"13'8"10A B C D E F GHIJ 5 12 3X10(A1)3X8 4X6 4X4 4X8 3X4 1.5X3 4X4(A1T) 8"8 1304# 1'9" 1255# 1'6"8 1482# 1'10"8 3340# 8'1"8 $%Lbl:2L?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 6.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading #1 hip with 5-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1718 /- /- /193 /- /- E 1717 /- /- /193 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -1370 B - C 0 -1525 Chords Tens. Comp. D - E 0 -1548 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1366 0 H - G 1386 0 Chords Tens. Comp. G - E 1392 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 G 999 240 VERT(CL): 0.067 G 999 180 HORZ(LL): 0.011 E - - HORZ(TL): 0.025 E - - Creep Factor: 2.0 Max TC CSI: 0.304 Max BC CSI: 0.544 Max Web CSI: 0.076 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2LA Ply: 2SEQN: 74274 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T273 DrwNo: 167.23.1203.14700 RDF / RTT 06/16/2023 2 Complete Trusses Required 14' 5'11"11 5'11"11 8'0"5 2'0"10 14' 5'11"11 5'7"13 5'7"13 8'4"3 2'8"6 14' 5'7"131'2"1'2" 4"12'9"153'3"8A B C D E F GH 5 12 3X4(A1T) 3X4 3X4 6X8 1.5X3 3X4(A1T) 4' 280# 389#389# 6' 280# 4' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 6.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading #1 hip with 5-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1718 /- /- /193 /- /- E 1717 /- /- /193 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -1370 B - C 0 -1525 Chords Tens. Comp. D - E 0 -1548 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1366 0 H - G 1386 0 Chords Tens. Comp. G - E 1392 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 G 999 240 VERT(CL): 0.067 G 999 180 HORZ(LL): 0.011 E - - HORZ(TL): 0.025 E - - Creep Factor: 2.0 Max TC CSI: 0.304 Max BC CSI: 0.544 Max Web CSI: 0.076 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:2LA Ply: 2SEQN: 74274 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T273 DrwNo: 167.23.1203.14700 RDF / RTT 06/16/2023 2 Complete Trusses Required 14' 5'11"11 5'11"11 8'0"5 2'0"10 14' 5'11"11 5'7"13 5'7"13 8'4"3 2'8"6 14' 5'7"131'2"1'2" 4"12'9"153'3"8A B C D E F GH 5 12 3X4(A1T) 3X4 3X4 6X8 1.5X3 3X4(A1T) 4' 280# 389#389# 6' 280# 4' $%Lbl:2LA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 500 # ( 200.08 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 500 200.08 TC 0.00 2.50 500 200.00 BC 0.00 2.50 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G* 176 /- /- /98 /36 /200 Wind reactions based on MWFRS G Brg Wid = 30.0 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - E 503 - 496 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 B 999 240 VERT(CL): 0.010 B 999 180 HORZ(LL): -0.024 B - - HORZ(TL): 0.029 B - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.098 Max Web CSI: 0.147 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A Ply: 1SEQN: 74276 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T275 DrwNo: 167.23.1204.25930 / RTT 06/16/2023 2'6" 1'2" 1'2" 2'6" 1'4" 1'2" 1'2" 2'6" 1'4"1'2"1'2'0"8A B D EG 5 12 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 500 # ( 200.08 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 500 200.08 TC 0.00 2.50 500 200.00 BC 0.00 2.50 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G* 176 /- /- /98 /36 /200 Wind reactions based on MWFRS G Brg Wid = 30.0 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. G - E 503 - 496 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 B 999 240 VERT(CL): 0.010 B 999 180 HORZ(LL): -0.024 B - - HORZ(TL): 0.029 B - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.098 Max Web CSI: 0.147 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A Ply: 1SEQN: 74276 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T275 DrwNo: 167.23.1204.25930 / RTT 06/16/2023 2'6" 1'2" 1'2" 2'6" 1'4" 1'2" 1'2" 2'6" 1'4"1'2"1'2'0"8A B D EG 5 12 $%Lbl:3A?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 385 /- /- /177 /- /- D 270 /- /- /20 /- /7 C74 /- /- /43 /- /38 Wind reactions based on MWFRS E Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing E Fcperp = 625psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.000 B 999 180 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.109 Max BC CSI: 0.262 Max Web CSI: 0.062 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A1 Ply: 1SEQN: 74277 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T276 DrwNo: 167.23.1204.40023 RDF / RTT 06/16/2023 2'6" 2'6"1'2"1'2'0"8A B C DE 5 12 1.5X3 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 385 /- /- /177 /- /- D 270 /- /- /20 /- /7 C74 /- /- /43 /- /38 Wind reactions based on MWFRS E Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing E Fcperp = 625psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.000 B 999 180 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.109 Max BC CSI: 0.262 Max Web CSI: 0.062 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A1 Ply: 1SEQN: 74277 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T276 DrwNo: 167.23.1204.40023 RDF / RTT 06/16/2023 2'6" 2'6"1'2"1'2'0"8A B C DE 5 12 1.5X3 1.5X4 $%Lbl:3A1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 421 /- /- /216 /- /- D 282 /- /- /32 /- /7 C 142 /- /- /77 /- /51 Wind reactions based on MWFRS E Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing E Fcperp = 625psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.000 B 999 180 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.243 Max BC CSI: 0.474 Max Web CSI: 0.071 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A2 Ply: 1SEQN: 74278 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T277 DrwNo: 167.23.1204.52610 RDF / RTT 06/16/2023 4' 4'1'2"1'2'8"A B C DE 5 12 1.5X3 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 421 /- /- /216 /- /- D 282 /- /- /32 /- /7 C 142 /- /- /77 /- /51 Wind reactions based on MWFRS E Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing E Fcperp = 625psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(CL): 0.000 B 999 180 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.243 Max BC CSI: 0.474 Max Web CSI: 0.071 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A2 Ply: 1SEQN: 74278 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T277 DrwNo: 167.23.1204.52610 RDF / RTT 06/16/2023 4' 4'1'2"1'2'8"A B C DE 5 12 1.5X3 1.5X4 $%Lbl:3A2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 206.56 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 206.56 TC 0.00 3.87 800 BC 4.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 357 /- /- /124 /- /- C 281 /- /- /31 /- /8 B 153 /- /- /81 /- /38 Wind reactions based on MWFRS D Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 1.5 Min Req = - B Brg Wid = 1.5 Min Req = - Bearing D Fcperp = 625psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 A 999 240 VERT(CL): 0.000 A 999 180 HORZ(LL): -0.000 A - - HORZ(TL): 0.000 A - - Creep Factor: 2.0 Max TC CSI: 0.279 Max BC CSI: 0.455 Max Web CSI: 0.041 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A3 Ply: 1SEQN: 74473 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T278 DrwNo: 167.23.1205.03143 RDF / RTT 06/16/2023 3'10"8 3'10"81'0"102'8"A B CD 5 12 1.5X3 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 206.56 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 206.56 TC 0.00 3.87 800 BC 4.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 357 /- /- /124 /- /- C 281 /- /- /31 /- /8 B 153 /- /- /81 /- /38 Wind reactions based on MWFRS D Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 1.5 Min Req = - B Brg Wid = 1.5 Min Req = - Bearing D Fcperp = 625psi. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 A 999 240 VERT(CL): 0.000 A 999 180 HORZ(LL): -0.000 A - - HORZ(TL): 0.000 A - - Creep Factor: 2.0 Max TC CSI: 0.279 Max BC CSI: 0.455 Max Web CSI: 0.041 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A3 Ply: 1SEQN: 74473 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T278 DrwNo: 167.23.1205.03143 RDF / RTT 06/16/2023 3'10"8 3'10"81'0"102'8"A B CD 5 12 1.5X3 1.5X4 $%Lbl:3A3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 200.05 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 200.05 TC 0.00 4.00 800 BC 4.00 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 421 /- /- /229 /121 /- G 311 /- /5 /74 /17 /2 F 134 /- /5 /374 /292 /801 Wind reactions based on MWFRS K Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 1.5 Min Req = - F Brg Wid = 1.5 Min Req = - Bearing K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 883 - 850 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 I 999 240 VERT(CL): 0.053 I 900 180 HORZ(LL): 0.010 D - - HORZ(TL): 0.022 D - - Creep Factor: 2.0 Max TC CSI: 0.243 Max BC CSI: 0.310 Max Web CSI: 0.060 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A4 Ply: 1SEQN: 74545 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T336 DrwNo: 167.23.1205.42157 RDF / RTT 06/16/2023 1'0"8 1'0"8 2'4"8 1'4" 3'8"8 1'4" 4' 3"8 1'0"8 1'0"8 2'4"8 1'4" 3'8"8 1'4" 4' 3"8 1'2"1'2'8"A B F GK 5 12 1.5X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 200.05 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 200.05 TC 0.00 4.00 800 BC 4.00 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 421 /- /- /229 /121 /- G 311 /- /5 /74 /17 /2 F 134 /- /5 /374 /292 /801 Wind reactions based on MWFRS K Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 1.5 Min Req = - F Brg Wid = 1.5 Min Req = - Bearing K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 883 - 850 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 I 999 240 VERT(CL): 0.053 I 900 180 HORZ(LL): 0.010 D - - HORZ(TL): 0.022 D - - Creep Factor: 2.0 Max TC CSI: 0.243 Max BC CSI: 0.310 Max Web CSI: 0.060 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A4 Ply: 1SEQN: 74545 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T336 DrwNo: 167.23.1205.42157 RDF / RTT 06/16/2023 1'0"8 1'0"8 2'4"8 1'4" 3'8"8 1'4" 4' 3"8 1'0"8 1'0"8 2'4"8 1'4" 3'8"8 1'4" 4' 3"8 1'2"1'2'8"A B F GK 5 12 1.5X4 3X6 $%Lbl:3A4?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A4 Ply: 1 Qty: 1 SEQN: 74545 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T336 DrwNo: 167.23.1205.42157 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3A4 Ply: 1 Qty: 1 SEQN: 74545 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T336 DrwNo: 167.23.1205.42157 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2000 # ( 260.94 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 260.94 TC 0.00 7.67 2000 BC 0.00 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 554 /- /- /862 /334 /2000 H 554 /- /- /862 /334 /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 858 -1309 Chords Tens. Comp. D - F 859 -1310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1976 -1962 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 357 - 833 B - I 1165 - 807 Webs Tens. Comp. I - F 1187 - 829 F - H 359 - 836 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 E 999 240 VERT(CL): 0.024 E 999 180 HORZ(LL): 0.019 C - - HORZ(TL): 0.023 C - - Creep Factor: 2.0 Max TC CSI: 0.171 Max BC CSI: 0.338 Max Web CSI: 0.460 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B Ply: 1SEQN: 74280 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T279 DrwNo: 167.23.1206.23637 RDF / RTT 06/16/2023 7'8" 2'6" 2'6" 3'10" 1'4" 5'2" 1'4" 7'8" 2'6" 2'6" 2'6" 3'10" 1'4" 5'2" 1'4" 7'8" 2'6"1'2"1'2"1'2'7"3A B D F G HIJ 5 12 3X4 3X6 4X4 3X10 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2000 # ( 260.94 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 260.94 TC 0.00 7.67 2000 BC 0.00 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 554 /- /- /862 /334 /2000 H 554 /- /- /862 /334 /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 1.5 (Truss) H Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 858 -1309 Chords Tens. Comp. D - F 859 -1310 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1976 -1962 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 357 - 833 B - I 1165 - 807 Webs Tens. Comp. I - F 1187 - 829 F - H 359 - 836 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 E 999 240 VERT(CL): 0.024 E 999 180 HORZ(LL): 0.019 C - - HORZ(TL): 0.023 C - - Creep Factor: 2.0 Max TC CSI: 0.171 Max BC CSI: 0.338 Max Web CSI: 0.460 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B Ply: 1SEQN: 74280 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T279 DrwNo: 167.23.1206.23637 RDF / RTT 06/16/2023 7'8" 2'6" 2'6" 3'10" 1'4" 5'2" 1'4" 7'8" 2'6" 2'6" 2'6" 3'10" 1'4" 5'2" 1'4" 7'8" 2'6"1'2"1'2"1'2'7"3A B D F G HIJ 5 12 3X4 3X6 4X4 3X10 3X4 3X6 $%Lbl:3B?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B Ply: 1 Qty: 1 SEQN: 74280 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T279 DrwNo: 167.23.1206.23637 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B Ply: 1 Qty: 1 SEQN: 74280 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T279 DrwNo: 167.23.1206.23637 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 509 /- /- /288 /- /36 F 514 /- /- /288 /- /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 117 - 456 Chords Tens. Comp. C - D 117 - 456 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 154 - 440 B - G 390 -16 Webs Tens. Comp. G - D 390 -16 D - F 154 - 440 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 C 999 240 VERT(CL): 0.010 G 999 180 HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.351 Max Web CSI: 0.127 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B1 Ply: 1SEQN: 74281 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T280 DrwNo: 167.23.1206.27277 RDF / RTT 06/16/2023 7'8" 3'10" 3'10" 7'8" 3'10" 3'10" 3'10" 7'8" 3'10"1'2"1'2"1'2'7"3A B C D E FGH 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 509 /- /- /288 /- /36 F 514 /- /- /288 /- /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 117 - 456 Chords Tens. Comp. C - D 117 - 456 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 154 - 440 B - G 390 -16 Webs Tens. Comp. G - D 390 -16 D - F 154 - 440 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 C 999 240 VERT(CL): 0.010 G 999 180 HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.351 Max Web CSI: 0.127 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B1 Ply: 1SEQN: 74281 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T280 DrwNo: 167.23.1206.27277 RDF / RTT 06/16/2023 7'8" 3'10" 3'10" 7'8" 3'10" 3'10" 3'10" 7'8" 3'10"1'2"1'2"1'2'7"3A B C D E FGH 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 $%Lbl:3B1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2000 # ( 260.94 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 260.94 TC 0.00 7.67 2000 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 509 /- /- /862 /334 /2000 F 514 /- /- /862 /334 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 850 -1317 Chords Tens. Comp. C - D 851 -1318 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 1978 - 1961 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 357 - 833 B - G 1168 - 800 Webs Tens. Comp. G - D 1190 - 822 D - F 359 - 836 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 G 999 240 VERT(CL): 0.010 G 999 180 HORZ(LL): 0.017 C - - HORZ(TL): 0.021 C - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.351 Max Web CSI: 0.378 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B2 Ply: 1SEQN: 74282 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T281 DrwNo: 167.23.1206.45687 RDF / RTT 06/16/2023 7'8" 3'10" 3'10" 7'8" 3'10" 3'10" 3'10" 7'8" 3'10"1'2"1'2"1'2'7"3A B C D E FGH 5 12 3X4 3X6 4X4 3X10 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2000 # ( 260.94 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 260.94 TC 0.00 7.67 2000 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 509 /- /- /862 /334 /2000 F 514 /- /- /862 /334 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 850 -1317 Chords Tens. Comp. C - D 851 -1318 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 1978 - 1961 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 357 - 833 B - G 1168 - 800 Webs Tens. Comp. G - D 1190 - 822 D - F 359 - 836 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 G 999 240 VERT(CL): 0.010 G 999 180 HORZ(LL): 0.017 C - - HORZ(TL): 0.021 C - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.351 Max Web CSI: 0.378 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B2 Ply: 1SEQN: 74282 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T281 DrwNo: 167.23.1206.45687 RDF / RTT 06/16/2023 7'8" 3'10" 3'10" 7'8" 3'10" 3'10" 3'10" 7'8" 3'10"1'2"1'2"1'2'7"3A B C D E FGH 5 12 3X4 3X6 4X4 3X10 3X4 3X6 $%Lbl:3B2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 423 /- /- /186 /- /22 D 429 /- /- /181 /- /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.006 E 999 180 HORZ(LL): -0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.192 Max BC CSI: 0.340 Max Web CSI: 0.111 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B3 Ply: 1SEQN: 74283 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T282 DrwNo: 167.23.1207.05130 RDF / RTT 06/16/2023 6'6" 3'10" 3'10" 6'6" 2'8" 3'10" 3'10" 6'6" 2'8"1'1'5"132'7"3A B C DEF 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 423 /- /- /186 /- /22 D 429 /- /- /181 /- /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.006 E 999 180 HORZ(LL): -0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.192 Max BC CSI: 0.340 Max Web CSI: 0.111 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B3 Ply: 1SEQN: 74283 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T282 DrwNo: 167.23.1207.05130 RDF / RTT 06/16/2023 6'6" 3'10" 3'10" 6'6" 2'8" 3'10" 3'10" 6'6" 2'8"1'1'5"132'7"3A B C DEF 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 $%Lbl:3B3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 392 /- /- /144 /- /15 D 392 /- /- /144 /- /- Wind reactions based on MWFRS F Brg Wid = 2.0 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.003 E 999 180 HORZ(LL): 0.000 C - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.085 Max BC CSI: 0.226 Max Web CSI: 0.081 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B4 Ply: 1SEQN: 74284 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T283 DrwNo: 167.23.1207.17857 RDF / RTT 06/16/2023 5'2" 2'6" 2'6" 5'2" 2'8" 2'6" 2'6" 5'2" 2'8"1'6"111'5"132'7"3A B C DEF 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 392 /- /- /144 /- /15 D 392 /- /- /144 /- /- Wind reactions based on MWFRS F Brg Wid = 2.0 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.003 E 999 180 HORZ(LL): 0.000 C - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.085 Max BC CSI: 0.226 Max Web CSI: 0.081 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3B4 Ply: 1SEQN: 74284 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T283 DrwNo: 167.23.1207.17857 RDF / RTT 06/16/2023 5'2" 2'6" 2'6" 5'2" 2'8" 2'6" 2'6" 5'2" 2'8"1'6"111'5"132'7"3A B C DEF 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 $%Lbl:3B4?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 58.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 58.55 TC 0.00 13.67 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 896 /- /- /600 /- /800 J 896 /- /- /600 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 189 -1394 D - F 186 - 1141 Chords Tens. Comp. F - H 186 -1141 H - J 189 -1394 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1233 -75 Q - P 1219 - 72 P - O 989 -20 Chords Tens. Comp. O - N 989 -20 N - M 1219 - 73 M - J 1233 -76 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - P 101 - 564 F - O 419 - 52 Webs Tens. Comp. N - H 101 - 564 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Q - D 388 - 29 Gables Tens. Comp. H - M 388 -29 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.49 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.032 E 999 240 VERT(CL): 0.076 P 999 180 HORZ(LL): 0.009 E - - HORZ(TL): 0.024 E - - Creep Factor: 2.0 Max TC CSI: 0.220 Max BC CSI: 0.436 Max Web CSI: 0.144 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3C Ply: 1SEQN: 74285 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T284 DrwNo: 167.23.1209.20387 RDF / RTT 06/16/2023 13'8" 2'10"1'4" (TYP) 6'10" 6'10" 13'8" 6'10" 13'8" 13'8"1'2"1'2" 4"13'2"33'7"13A B D F H J K MNOPQ 5 12 3X4(A1)1.5X4 3X4 3X4 4X4 1.5X4 3X4 3X4 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 58.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 58.55 TC 0.00 13.67 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 896 /- /- /600 /- /800 J 896 /- /- /600 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 189 -1394 D - F 186 - 1141 Chords Tens. Comp. F - H 186 -1141 H - J 189 -1394 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1233 -75 Q - P 1219 - 72 P - O 989 -20 Chords Tens. Comp. O - N 989 -20 N - M 1219 - 73 M - J 1233 -76 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - P 101 - 564 F - O 419 - 52 Webs Tens. Comp. N - H 101 - 564 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Q - D 388 - 29 Gables Tens. Comp. H - M 388 -29 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.49 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.032 E 999 240 VERT(CL): 0.076 P 999 180 HORZ(LL): 0.009 E - - HORZ(TL): 0.024 E - - Creep Factor: 2.0 Max TC CSI: 0.220 Max BC CSI: 0.436 Max Web CSI: 0.144 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3C Ply: 1SEQN: 74285 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T284 DrwNo: 167.23.1209.20387 RDF / RTT 06/16/2023 13'8" 2'10"1'4" (TYP) 6'10" 6'10" 13'8" 6'10" 13'8" 13'8"1'2"1'2" 4"13'2"33'7"13A B D F H J K MNOPQ 5 12 3X4(A1)1.5X4 3X4 3X4 4X4 1.5X4 3X4 3X4 1.5X4 3X4(A1) $%Lbl:3C?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 58.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 58.55 TC 0.00 13.67 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 649 /- /- /547 /- /800 C 649 /- /- /547 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 164 -1040 Chords Tens. Comp. B - C 164 -1040 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 906 -63 Chords Tens. Comp. D - C 906 -63 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 387 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.76 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 D 999 240 VERT(CL): 0.047 A 999 180 HORZ(LL): 0.008 C - - HORZ(TL): 0.023 A - - Creep Factor: 2.0 Max TC CSI: 0.479 Max BC CSI: 0.719 Max Web CSI: 0.123 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3C1 Ply: 1SEQN: 74292 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T285 DrwNo: 167.23.1209.31963 RDF / RTT 06/16/2023 13'8" 6'10" 6'10" 13'8" 6'10" 6'10" 6'10" 13'8" 6'10" 4"13'2"3A B C D 5 12 3X4(A1) 5X6 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 58.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 58.55 TC 0.00 13.67 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 649 /- /- /547 /- /800 C 649 /- /- /547 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) C Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 164 -1040 Chords Tens. Comp. B - C 164 -1040 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 906 -63 Chords Tens. Comp. D - C 906 -63 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 387 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.76 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 D 999 240 VERT(CL): 0.047 A 999 180 HORZ(LL): 0.008 C - - HORZ(TL): 0.023 A - - Creep Factor: 2.0 Max TC CSI: 0.479 Max BC CSI: 0.719 Max Web CSI: 0.123 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3C1 Ply: 1SEQN: 74292 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T285 DrwNo: 167.23.1209.31963 RDF / RTT 06/16/2023 13'8" 6'10" 6'10" 13'8" 6'10" 6'10" 6'10" 13'8" 6'10" 4"13'2"3A B C D 5 12 3X4(A1) 5X6 1.5X4 3X4(A1) $%Lbl:3C1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 61.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.55 TC 0.00 13.00 800 62.95 BC 0.15 12.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 131 /- /- /68 /- /4 Wind reactions based on MWFRS B Brg Wid = 156 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 379 - 415 Chords Tens. Comp. F - J 379 - 415 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 J 999 240 VERT(CL): 0.005 J 999 180 HORZ(LL): 0.002 F - - HORZ(TL): 0.003 F - - Creep Factor: 2.0 Max TC CSI: 0.141 Max BC CSI: 0.148 Max Web CSI: 0.023 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D Ply: 1SEQN: 74853 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T290 DrwNo: 167.23.1210.37407 RDF / RTT 06/16/2023 13' 2'6"1'4" (TYP) 6'6" 6'6" 13' 6'6" 13' 13'1'2"1'2" 4"13'0"93'6"2A B F J K O 5 12 3X4(A1) 4X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 61.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.55 TC 0.00 13.00 800 62.95 BC 0.15 12.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 131 /- /- /68 /- /4 Wind reactions based on MWFRS B Brg Wid = 156 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 379 - 415 Chords Tens. Comp. F - J 379 - 415 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 J 999 240 VERT(CL): 0.005 J 999 180 HORZ(LL): 0.002 F - - HORZ(TL): 0.003 F - - Creep Factor: 2.0 Max TC CSI: 0.141 Max BC CSI: 0.148 Max Web CSI: 0.023 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D Ply: 1SEQN: 74853 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T290 DrwNo: 167.23.1210.37407 RDF / RTT 06/16/2023 13' 2'6"1'4" (TYP) 6'6" 6'6" 13' 6'6" 13' 13'1'2"1'2" 4"13'0"93'6"2A B F J K O 5 12 3X4(A1) 4X4 3X4(A1) $%Lbl:3D?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 719 /- /- /436 /- /49 D 719 /- /- /436 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 146 - 943 Chords Tens. Comp. C - D 146 - 943 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 796 -20 Chords Tens. Comp. F - D 796 -20 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 F 999 240 VERT(CL): 0.039 B 999 180 HORZ(LL): 0.006 D - - HORZ(TL): 0.019 B - - Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.663 Max Web CSI: 0.118 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D1 Ply: 1SEQN: 74854 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T289 DrwNo: 167.23.1211.06557 RDF / RTT 06/16/2023 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'2"1'2" 4"13'0"93'6"2A B C D E F 5 12 3X4(A1) 4X4(R1) 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 719 /- /- /436 /- /49 D 719 /- /- /436 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 146 - 943 Chords Tens. Comp. C - D 146 - 943 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 796 -20 Chords Tens. Comp. F - D 796 -20 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 F 999 240 VERT(CL): 0.039 B 999 180 HORZ(LL): 0.006 D - - HORZ(TL): 0.019 B - - Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.663 Max Web CSI: 0.118 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D1 Ply: 1SEQN: 74854 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T289 DrwNo: 167.23.1211.06557 RDF / RTT 06/16/2023 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'2"1'2" 4"13'0"93'6"2A B C D E F 5 12 3X4(A1) 4X4(R1) 1.5X4 3X4(A1) $%Lbl:3D1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 14.28 BC: From 16 plf at 0.00 to 16 plf at 13.00 BC: From 4 plf at 13.00 to 4 plf at 14.28 BC: 1790 lb Conc. Load at 1.33, 3.33 BC: 4543 lb Conc. Load at 4.81 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 61.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.55 TC 0.00 13.00 800 BC 0.00 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 6450 /- /- /3823 /11 /800 E 3010 /- /- /1873 /6 /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 2.3 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 54 -4249 B - C 50 -2343 Chords Tens. Comp. C - D 49 - 2345 D - E 51 - 2203 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 3915 -23 I - H 3820 - 23 Chords Tens. Comp. H - G 2028 - 22 G - E 2018 - 21 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 1652 0 B - H 28 -1930 Webs Tens. Comp. C - H 1688 - 17 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 I 999 240 VERT(CL): 0.128 I 999 180 HORZ(LL): 0.013 E - - HORZ(TL): 0.030 E - - Creep Factor: 2.0 Max TC CSI: 0.335 Max BC CSI: 0.638 Max Web CSI: 0.686 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D2 Ply: 3SEQN: 74855 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T314 DrwNo: 167.23.1211.26467 RDF / RTT 06/16/2023 3 Complete Trusses Required 13' 3'9"5 3'9"5 6'6" 2'8"11 9'2"11 2'8"11 13' 3'9"5 3'9"5 3'9"5 6'6" 2'8"11 9'2"11 2'8"11 13' 3'9"5 1'2" 4"13'0"93'6"2A B C D E F GHIJ 5 12 3X10(A1)H0308 5X6 4X4 4X10 3X4 1.5X3 4X4(A1T) 1'4" 1790# 2' 1790# 1'5"12 4543# 8'2"4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L SS(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 14.28 BC: From 16 plf at 0.00 to 16 plf at 13.00 BC: From 4 plf at 13.00 to 4 plf at 14.28 BC: 1790 lb Conc. Load at 1.33, 3.33 BC: 4543 lb Conc. Load at 4.81 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 61.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.55 TC 0.00 13.00 800 BC 0.00 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 6450 /- /- /3823 /11 /800 E 3010 /- /- /1873 /6 /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 2.3 (Truss) E Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 54 -4249 B - C 50 -2343 Chords Tens. Comp. C - D 49 - 2345 D - E 51 - 2203 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 3915 -23 I - H 3820 - 23 Chords Tens. Comp. H - G 2028 - 22 G - E 2018 - 21 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 1652 0 B - H 28 -1930 Webs Tens. Comp. C - H 1688 - 17 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 I 999 240 VERT(CL): 0.128 I 999 180 HORZ(LL): 0.013 E - - HORZ(TL): 0.030 E - - Creep Factor: 2.0 Max TC CSI: 0.335 Max BC CSI: 0.638 Max Web CSI: 0.686 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D2 Ply: 3SEQN: 74855 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T314 DrwNo: 167.23.1211.26467 RDF / RTT 06/16/2023 3 Complete Trusses Required 13' 3'9"5 3'9"5 6'6" 2'8"11 9'2"11 2'8"11 13' 3'9"5 3'9"5 3'9"5 6'6" 2'8"11 9'2"11 2'8"11 13' 3'9"5 1'2" 4"13'0"93'6"2A B C D E F GHIJ 5 12 3X10(A1)H0308 5X6 4X4 4X10 3X4 1.5X3 4X4(A1T) 1'4" 1790# 2' 1790# 1'5"12 4543# 8'2"4 $%Lbl:3D2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 61.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.55 TC 0.00 13.00 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 719 /- /- /582 /- /800 D 719 /- /- /582 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 146 - 944 Chords Tens. Comp. C - D 146 - 943 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 857 -20 Chords Tens. Comp. F - D 857 -20 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 F 999 240 VERT(CL): 0.039 B 999 180 HORZ(LL): 0.007 D - - HORZ(TL): 0.019 B - - Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.663 Max Web CSI: 0.118 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D3 Ply: 1SEQN: 74856 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T347 DrwNo: 167.23.1211.31030 RDF / RTT 06/16/2023 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'2"1'2" 4"13'0"93'6"2A B C D E F 5 12 3X4(A1) 4X4(R1) 1.5X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 61.55 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.55 TC 0.00 13.00 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 719 /- /- /582 /- /800 D 719 /- /- /582 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 146 - 944 Chords Tens. Comp. C - D 146 - 943 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 857 -20 Chords Tens. Comp. F - D 857 -20 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.42 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 F 999 240 VERT(CL): 0.039 B 999 180 HORZ(LL): 0.007 D - - HORZ(TL): 0.019 B - - Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.663 Max Web CSI: 0.118 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3D3 Ply: 1SEQN: 74856 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T347 DrwNo: 167.23.1211.31030 RDF / RTT 06/16/2023 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'2"1'2" 4"13'0"93'6"2A B C D E F 5 12 3X4(A1) 4X4(R1) 1.5X4 3X4(A1) $%Lbl:3D3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 8.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 48 4.50 8.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 4-5-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 993 /- /- /72 /- /- D 1100 /- /- /72 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -919 A - B 0 -1016 Chords Tens. Comp. C - D 0 -1017 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 918 0 G - F 916 0 Chords Tens. Comp. F - D 918 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 G 999 240 VERT(CL): 0.042 G 999 180 HORZ(LL): 0.007 D - - HORZ(TL): 0.016 D - - Creep Factor: 2.0 Max TC CSI: 0.436 Max BC CSI: 0.318 Max Web CSI: 0.053 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DA Ply: 2SEQN: 74857 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T337 DrwNo: 167.23.1211.49900 RDF / RTT 06/16/2023 2 Complete Trusses Required 13' 4'5"11 4'5"11 8'6"5 4'0"10 13' 4'5"11 4'1"13 4'1"13 8'10"3 4'8"6 13' 4'1"13 1'2" 4"12'2"72'8"A B C D E FG 5 12 3X4(A1) 3X4 3X4 6X8 1.5X3 3X4(A1T) 232#232# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 8.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 48 4.50 8.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 4-5-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 993 /- /- /72 /- /- D 1100 /- /- /72 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings A & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -919 A - B 0 -1016 Chords Tens. Comp. C - D 0 -1017 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 918 0 G - F 916 0 Chords Tens. Comp. F - D 918 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 G 999 240 VERT(CL): 0.042 G 999 180 HORZ(LL): 0.007 D - - HORZ(TL): 0.016 D - - Creep Factor: 2.0 Max TC CSI: 0.436 Max BC CSI: 0.318 Max Web CSI: 0.053 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DA Ply: 2SEQN: 74857 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T337 DrwNo: 167.23.1211.49900 RDF / RTT 06/16/2023 2 Complete Trusses Required 13' 4'5"11 4'5"11 8'6"5 4'0"10 13' 4'5"11 4'1"13 4'1"13 8'10"3 4'8"6 13' 4'1"13 1'2" 4"12'2"72'8"A B C D E FG 5 12 3X4(A1) 3X4 3X4 6X8 1.5X3 3X4(A1T) 232#232# $%Lbl:3DA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DA Ply: 2 Qty: 1 SEQN: 74857 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T337 DrwNo: 167.23.1211.49900 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DA Ply: 2 Qty: 1 SEQN: 74857 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T337 DrwNo: 167.23.1211.49900 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 14.28 BC: From 16 plf at 0.00 to 16 plf at 13.00 BC: From 4 plf at 13.00 to 4 plf at 14.28 BC: 1790 lb Conc. Load at 1.33, 3.33 BC: 4543 lb Conc. Load at 4.81 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 12 6.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 6450 /- /- /3821 /4 /800 F 3010 /- /- /1871 /2 /- Wind reactions based on MWFRS L Brg Wid = 3.5 Min Req = 2.3 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings L & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 60 - 2796 A - B 62 -4334 B - C 59 -3079 Chords Tens. Comp. D - E 59 - 2260 E - F 58 -2213 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 3996 -32 K - J 3921 -33 J - I 2085 -15 Chords Tens. Comp. I - H 2035 - 30 H - F 2028 - 30 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 1152 0 B - J 23 -1302 Webs Tens. Comp. J - C 1109 -6 J - D 1110 -6 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.31 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 J 999 240 VERT(CL): 0.126 J 999 180 HORZ(LL): 0.015 F - - HORZ(TL): 0.034 F - - Creep Factor: 2.0 Max TC CSI: 0.340 Max BC CSI: 0.942 Max Web CSI: 0.468 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DB Ply: 3 Cust: R R6852JRef:1XQP68520001 T338 / DrwNo: 171.23.1103.20550 RDF / RTT 06/20/2023 3 Complete Trusses Required 13' 3'4"3 3'4"3 5'11"11 2'7"8 7'0"5 1'0"10 9'7"13 2'7"8 13' 3'4"3 3'4"3 3'4"3 5'7"13 2'3"10 7'4"3 1'8"6 9'7"13 2'3"10 13' 3'4"3 1'2" 4"12'9"153'3"8A B C D E F G HIJKL 5 12 3X10(A1)3X8 4X6 5X8 4X6 8X8 3X4 3X4 1.5X3 4X4(A1T) 1'4" 1790# 2' 1790# 1'5"12 4543# 8'2"4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at 0.00 to 79 plf at 14.28 BC: From 16 plf at 0.00 to 16 plf at 13.00 BC: From 4 plf at 13.00 to 4 plf at 14.28 BC: 1790 lb Conc. Load at 1.33, 3.33 BC: 4543 lb Conc. Load at 4.81 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 12 6.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 6450 /- /- /3821 /4 /800 F 3010 /- /- /1871 /2 /- Wind reactions based on MWFRS L Brg Wid = 3.5 Min Req = 2.3 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings L & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 60 - 2796 A - B 62 -4334 B - C 59 -3079 Chords Tens. Comp. D - E 59 - 2260 E - F 58 -2213 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 3996 -32 K - J 3921 -33 J - I 2085 -15 Chords Tens. Comp. I - H 2035 - 30 H - F 2028 - 30 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 1152 0 B - J 23 -1302 Webs Tens. Comp. J - C 1109 -6 J - D 1110 -6 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.31 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 J 999 240 VERT(CL): 0.126 J 999 180 HORZ(LL): 0.015 F - - HORZ(TL): 0.034 F - - Creep Factor: 2.0 Max TC CSI: 0.340 Max BC CSI: 0.942 Max Web CSI: 0.468 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DB Ply: 3 Cust: R R6852JRef:1XQP68520001 T338 / DrwNo: 171.23.1103.20550 RDF / RTT 06/20/2023 3 Complete Trusses Required 13' 3'4"3 3'4"3 5'11"11 2'7"8 7'0"5 1'0"10 9'7"13 2'7"8 13' 3'4"3 3'4"3 3'4"3 5'7"13 2'3"10 7'4"3 1'8"6 9'7"13 2'3"10 13' 3'4"3 1'2" 4"12'9"153'3"8A B C D E F G HIJKL 5 12 3X10(A1)3X8 4X6 5X8 4X6 8X8 3X4 3X4 1.5X3 4X4(A1T) 1'4" 1790# 2' 1790# 1'5"12 4543# 8'2"4 $%Lbl:3DB?$ 06/20/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 800 # ( 61.54 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.54 TC 0.00 13.00 800 BC 0.00 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DB Ply: 3 Qty: 1 SEQN: 8898 / CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQP68520001 T338 DrwNo: 171.23.1103.20550 RDF / RTT 06/20/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 800 # ( 61.54 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.54 TC 0.00 13.00 800 BC 0.00 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3DB Ply: 3 Qty: 1 SEQN: 8898 / CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQP68520001 T338 DrwNo: 171.23.1103.20550 RDF / RTT 06/20/2023 06/20/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1400 # ( 36.97 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1400 36.97 TC 0.00 38.00 1400 37.13 BC 0.15 37.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 146 /- /- /63 /- /4 B /-171 AB /-171 Wind reactions based on MWFRS B Brg Wid = 456 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 710 - 769 Chords Tens. Comp. S -AB 710 -769 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AP 692 -669 Chords Tens. Comp. AP-AB 692 -669 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 B 999 240 VERT(CL): 0.007 AB 999 180 HORZ(LL): 0.013 O - - HORZ(TL): 0.022 O - - Creep Factor: 2.0 Max TC CSI: 0.144 Max BC CSI: 0.192 Max Web CSI: 0.159 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E Ply: 1SEQN: 74859 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T339 DrwNo: 167.23.1212.44780 RDF / RTT 06/16/2023 38' 3'1'4" (TYP) 19' 19' 38' 19' 38' 38'1'2"1'2" 4"18'3"18'8"10A B K O S AB AC AP 5 12 3X6(A1) 5X6 5X6 3X6 5X6 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1400 # ( 36.97 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1400 36.97 TC 0.00 38.00 1400 37.13 BC 0.15 37.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 146 /- /- /63 /- /4 B /-171 AB /-171 Wind reactions based on MWFRS B Brg Wid = 456 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 710 - 769 Chords Tens. Comp. S -AB 710 -769 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AP 692 -669 Chords Tens. Comp. AP-AB 692 -669 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 B 999 240 VERT(CL): 0.007 AB 999 180 HORZ(LL): 0.013 O - - HORZ(TL): 0.022 O - - Creep Factor: 2.0 Max TC CSI: 0.144 Max BC CSI: 0.192 Max Web CSI: 0.159 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E Ply: 1SEQN: 74859 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T339 DrwNo: 167.23.1212.44780 RDF / RTT 06/16/2023 38' 3'1'4" (TYP) 19' 19' 38' 19' 38' 38'1'2"1'2" 4"18'3"18'8"10A B K O S AB AC AP 5 12 3X6(A1) 5X6 5X6 3X6 5X6 3X6(A1) $%Lbl:3E?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1146 /- /124 J 1952 /- /- /1146 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 -3971 C - D 179 - 3753 D - E 187 - 3044 E - F 236 -2982 Chords Tens. Comp. F - G 236 -2980 G - H 187 -3044 H - I 179 -3753 I - J 142 -3971 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3582 -52 R - Q 3093 - 23 Q - P 2233 0 P - O 2298 - 662 O - N 2217 0 Chords Tens. Comp. O - N 83 -663 N - M 2233 0 M - L 3093 -5 L - J 3582 - 37 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - D 615 0 D - Q 115 - 744 Q - F 950 - 27 Webs Tens. Comp. F - M 950 -27 M - H 116 -744 H - L 615 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.229 O 999 240 VERT(CL): 0.492 O 920 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.163 J - - Creep Factor: 2.0 Max TC CSI: 0.909 Max BC CSI: 0.997 Max Web CSI: 0.418 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E1 Ply: 1SEQN: 74860 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T305 DrwNo: 167.23.1213.19840 RDF / RTT 06/16/2023 B2 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 16'6" 2'1"1 20' 3'6" 21'6" 1'6" 23'7"1 2'1"1 30'3"2 6'8"1 38' 7'8"141'2"1'2" 4"13"88'3"18'8"10A B C D E F G H I J K LMNOPQR 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 4X4 2X3 5X6(R1) 2X3 H0308 4X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1146 /- /124 J 1952 /- /- /1146 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 -3971 C - D 179 - 3753 D - E 187 - 3044 E - F 236 -2982 Chords Tens. Comp. F - G 236 -2980 G - H 187 -3044 H - I 179 -3753 I - J 142 -3971 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3582 -52 R - Q 3093 - 23 Q - P 2233 0 P - O 2298 - 662 O - N 2217 0 Chords Tens. Comp. O - N 83 -663 N - M 2233 0 M - L 3093 -5 L - J 3582 - 37 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - D 615 0 D - Q 115 - 744 Q - F 950 - 27 Webs Tens. Comp. F - M 950 -27 M - H 116 -744 H - L 615 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.229 O 999 240 VERT(CL): 0.492 O 920 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.163 J - - Creep Factor: 2.0 Max TC CSI: 0.909 Max BC CSI: 0.997 Max Web CSI: 0.418 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E1 Ply: 1SEQN: 74860 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T305 DrwNo: 167.23.1213.19840 RDF / RTT 06/16/2023 B2 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 16'6" 2'1"1 20' 3'6" 21'6" 1'6" 23'7"1 2'1"1 30'3"2 6'8"1 38' 7'8"141'2"1'2" 4"13"88'3"18'8"10A B C D E F G H I J K LMNOPQR 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 4X4 2X3 5X6(R1) 2X3 H0308 4X4 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) 19' 90# 19' $%Lbl:3E1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2000 /- /- /1146 /- /124 J 2000 /- /- /1146 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 143 -4081 C - D 180 - 3862 D - E 183 - 3188 E - F 232 -3125 Chords Tens. Comp. F - G 232 -3126 G - H 183 -3188 H - I 180 -3862 I - J 143 -4081 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3683 -53 P - O 3216 -22 O - N 2334 0 Chords Tens. Comp. N - M 2334 0 M - L 3216 -3 L - J 3683 - 38 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - D 620 -1 D - O 118 - 725 O - F 1013 - 25 Webs Tens. Comp. F - M 1014 - 25 M - H 118 -724 H - L 620 -1 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.204 M 999 240 VERT(CL): 0.452 M 999 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.150 J - - Creep Factor: 2.0 Max TC CSI: 0.784 Max BC CSI: 0.752 Max Web CSI: 0.407 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E2 Ply: 1SEQN: 74861 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T340 DrwNo: 167.23.1213.31643 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"141'2"1'2" 4"18'3"18'8"10A B C D E F G H I J K LMNOP 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2000 /- /- /1146 /- /124 J 2000 /- /- /1146 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 143 -4081 C - D 180 - 3862 D - E 183 - 3188 E - F 232 -3125 Chords Tens. Comp. F - G 232 -3126 G - H 183 -3188 H - I 180 -3862 I - J 143 -4081 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3683 -53 P - O 3216 -22 O - N 2334 0 Chords Tens. Comp. N - M 2334 0 M - L 3216 -3 L - J 3683 - 38 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - D 620 -1 D - O 118 - 725 O - F 1013 - 25 Webs Tens. Comp. F - M 1014 - 25 M - H 118 -724 H - L 620 -1 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.204 M 999 240 VERT(CL): 0.452 M 999 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.150 J - - Creep Factor: 2.0 Max TC CSI: 0.784 Max BC CSI: 0.752 Max Web CSI: 0.407 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E2 Ply: 1SEQN: 74861 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T340 DrwNo: 167.23.1213.31643 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"141'2"1'2" 4"18'3"18'8"10A B C D E F G H I J K LMNOP 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(A1) $%Lbl:3E2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 38.00 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2252 /- /- /1325 /- /135 L 2130 /- /- /1242 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) L Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 167 -4595 C - D 209 - 4336 D - E 216 - 3497 E - F 224 -3425 F - G 304 - 3509 Chords Tens. Comp. G - H 304 -3512 H - I 225 -3428 I - J 217 -3500 J - K 217 -4362 K - L 175 -4622 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 4148 -94 S - R 3524 -39 R - Q 2544 0 Q - P 2564 - 685 P - O 2497 0 Chords Tens. Comp. P - O 68 -689 O - N 2544 0 N - M 3531 - 24 M - L 4177 -81 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 100 - 465 S - D 690 -8 D - R 76 -676 R - G 1254 - 85 Webs Tens. Comp. G - N 1261 - 86 N - J 78 -684 J - M 703 -13 M - K 102 -478 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.250 P 999 240 VERT(CL): 0.509 P 889 180 HORZ(LL): 0.069 L - - HORZ(TL): 0.166 L - - Creep Factor: 2.0 Max TC CSI: 0.953 Max BC CSI: 0.796 Max Web CSI: 0.384 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E3 Ply: 1SEQN: 74917 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T341 DrwNo: 167.23.1214.13003 RDF / RTT 06/16/2023 B2 W5 W6 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 16'6" 2'1"1 20' 3'6" 21'6" 1'6" 23'7"1 2'1"1 30'3"2 6'8"1 38' 7'8"141'2" 4"13"88'3"18'8"10A B C D E F G H I J K L MNOPQRS 5 12 4X8(A2) 1.5X3 3X4 3X4 3X6 1.5X3 8X10 3X6 2X3 5X6 2X3 H0308 3X6 8X10 1.5X3 3X6 3X4 3X4 1.5X3 4X8(A2) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) W5, W6 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 38.00 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2252 /- /- /1325 /- /135 L 2130 /- /- /1242 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) L Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 167 -4595 C - D 209 - 4336 D - E 216 - 3497 E - F 224 -3425 F - G 304 - 3509 Chords Tens. Comp. G - H 304 -3512 H - I 225 -3428 I - J 217 -3500 J - K 217 -4362 K - L 175 -4622 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 4148 -94 S - R 3524 -39 R - Q 2544 0 Q - P 2564 - 685 P - O 2497 0 Chords Tens. Comp. P - O 68 -689 O - N 2544 0 N - M 3531 - 24 M - L 4177 -81 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 100 - 465 S - D 690 -8 D - R 76 -676 R - G 1254 - 85 Webs Tens. Comp. G - N 1261 - 86 N - J 78 -684 J - M 703 -13 M - K 102 -478 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.250 P 999 240 VERT(CL): 0.509 P 889 180 HORZ(LL): 0.069 L - - HORZ(TL): 0.166 L - - Creep Factor: 2.0 Max TC CSI: 0.953 Max BC CSI: 0.796 Max Web CSI: 0.384 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E3 Ply: 1SEQN: 74917 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T341 DrwNo: 167.23.1214.13003 RDF / RTT 06/16/2023 B2 W5 W6 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 16'6" 2'1"1 20' 3'6" 21'6" 1'6" 23'7"1 2'1"1 30'3"2 6'8"1 38' 7'8"141'2" 4"13"88'3"18'8"10A B C D E F G H I J K L MNOPQRS 5 12 4X8(A2) 1.5X3 3X4 3X4 3X6 1.5X3 8X10 3X6 2X3 5X6 2X3 H0308 3X6 8X10 1.5X3 3X6 3X4 3X4 1.5X3 4X8(A2) 19' 90# 19' $%Lbl:3E3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); B3 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1954 /- /- /1146 /- /117 J 1848 /- /- /1074 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 -3977 C - D 180 - 3758 D - E 188 - 3049 E - F 237 -2987 Chords Tens. Comp. F - G 238 -2988 G - H 189 -3052 H - I 186 -3779 I - J 149 -3999 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3587 -75 Q - P 3098 - 47 P - O 2238 0 O - N 2300 - 661 N - M 2243 0 Chords Tens. Comp. N - M 67 -686 M - L 2238 0 L - K 3104 - 26 K - J 3611 -68 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 615 0 D - P 115 - 743 P - F 949 -27 Webs Tens. Comp. F - L 955 -27 L - H 117 - 750 H - K 625 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.223 N 999 240 VERT(CL): 0.479 N 943 180 HORZ(LL): 0.064 J - - HORZ(TL): 0.154 J - - Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.997 Max Web CSI: 0.422 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E4 Ply: 1SEQN: 74863 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T342 DrwNo: 167.23.1215.05780 RDF / RTT 06/16/2023 B2 B3 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 16'6" 2'1"1 20' 3'6" 21'6" 1'6" 23'7"1 2'1"1 30'3"2 6'8"1 38' 7'8"141'2" 4"13"88'3"18'8"10A B C D E F G H I J KLMNOPQ 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 4X4 2X3 5X6(R1) 2X3 H0308 4X4 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); B3 2x4 DF-L #1&Bet.(g); Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1954 /- /- /1146 /- /117 J 1848 /- /- /1074 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 -3977 C - D 180 - 3758 D - E 188 - 3049 E - F 237 -2987 Chords Tens. Comp. F - G 238 -2988 G - H 189 -3052 H - I 186 -3779 I - J 149 -3999 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3587 -75 Q - P 3098 - 47 P - O 2238 0 O - N 2300 - 661 N - M 2243 0 Chords Tens. Comp. N - M 67 -686 M - L 2238 0 L - K 3104 - 26 K - J 3611 -68 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 615 0 D - P 115 - 743 P - F 949 -27 Webs Tens. Comp. F - L 955 -27 L - H 117 - 750 H - K 625 -2 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.223 N 999 240 VERT(CL): 0.479 N 943 180 HORZ(LL): 0.064 J - - HORZ(TL): 0.154 J - - Creep Factor: 2.0 Max TC CSI: 0.914 Max BC CSI: 0.997 Max Web CSI: 0.422 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E4 Ply: 1SEQN: 74863 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T342 DrwNo: 167.23.1215.05780 RDF / RTT 06/16/2023 B2 B3 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 16'6" 2'1"1 20' 3'6" 21'6" 1'6" 23'7"1 2'1"1 30'3"2 6'8"1 38' 7'8"141'2" 4"13"88'3"18'8"10A B C D E F G H I J KLMNOPQ 5 12 3X10(A1) 1.5X3 3X4 3X4 3X6 4X4 4X4 2X3 5X6(R1) 2X3 H0308 4X4 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) 19' 90# 19' $%Lbl:3E4?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2400 # ( 63.17 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2400 63.17 TC 0.00 38.00 2400 BC 0.15 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1898 /- /- /1549 /- /2400 I 1898 /- /- /1549 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -4114 B - C 192 -3894 C - D 189 - 3201 D - E 238 - 3139 Chords Tens. Comp. E - F 238 -3139 F - G 189 -3201 G - H 192 -3894 H - I 155 -4114 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3717 -85 N - M 3232 - 50 M - L 2439 0 Chords Tens. Comp. L - K 2439 0 K - J 3232 -28 J - I 3717 -73 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 631 - 8 C - M 120 - 732 M - E 1018 -27 Webs Tens. Comp. E - K 1019 -27 K - G 120 -732 G - J 631 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.30 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.203 K 999 240 VERT(CL): 0.452 K 999 180 HORZ(LL): 0.076 I - - HORZ(TL): 0.150 I - - Creep Factor: 2.0 Max TC CSI: 0.789 Max BC CSI: 0.753 Max Web CSI: 0.411 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E5 Ply: 1SEQN: 74864 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T343 DrwNo: 167.23.1215.33467 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2400 # ( 63.17 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2400 63.17 TC 0.00 38.00 2400 BC 0.15 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1898 /- /- /1549 /- /2400 I 1898 /- /- /1549 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -4114 B - C 192 -3894 C - D 189 - 3201 D - E 238 - 3139 Chords Tens. Comp. E - F 238 -3139 F - G 189 -3201 G - H 192 -3894 H - I 155 -4114 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3717 -85 N - M 3232 - 50 M - L 2439 0 Chords Tens. Comp. L - K 2439 0 K - J 3232 -28 J - I 3717 -73 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 631 - 8 C - M 120 - 732 M - E 1018 -27 Webs Tens. Comp. E - K 1019 -27 K - G 120 -732 G - J 631 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.30 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.203 K 999 240 VERT(CL): 0.452 K 999 180 HORZ(LL): 0.076 I - - HORZ(TL): 0.150 I - - Creep Factor: 2.0 Max TC CSI: 0.789 Max BC CSI: 0.753 Max Web CSI: 0.411 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E5 Ply: 1SEQN: 74864 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T343 DrwNo: 167.23.1215.33467 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) $%Lbl:3E5?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1898 /- /- /1074 /- /107 I 1898 /- /- /1074 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -4114 B - C 192 -3894 C - D 189 - 3201 D - E 238 - 3139 Chords Tens. Comp. E - F 238 -3139 F - G 189 -3201 G - H 192 -3894 H - I 155 -4114 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3717 -85 N - M 3232 - 50 M - L 2344 0 Chords Tens. Comp. L - K 2344 0 K - J 3232 -28 J - I 3717 -73 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 631 - 8 C - M 120 - 732 M - E 1018 -27 Webs Tens. Comp. E - K 1019 -27 K - G 120 -732 G - J 631 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.30 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.203 K 999 240 VERT(CL): 0.452 K 999 180 HORZ(LL): 0.068 I - - HORZ(TL): 0.150 I - - Creep Factor: 2.0 Max TC CSI: 0.789 Max BC CSI: 0.753 Max Web CSI: 0.411 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E6 Ply: 1SEQN: 74865 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T344 DrwNo: 167.23.1215.51640 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1898 /- /- /1074 /- /107 I 1898 /- /- /1074 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -4114 B - C 192 -3894 C - D 189 - 3201 D - E 238 - 3139 Chords Tens. Comp. E - F 238 -3139 F - G 189 -3201 G - H 192 -3894 H - I 155 -4114 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3717 -85 N - M 3232 - 50 M - L 2344 0 Chords Tens. Comp. L - K 2344 0 K - J 3232 -28 J - I 3717 -73 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 631 - 8 C - M 120 - 732 M - E 1018 -27 Webs Tens. Comp. E - K 1019 -27 K - G 120 -732 G - J 631 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.30 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.203 K 999 240 VERT(CL): 0.452 K 999 180 HORZ(LL): 0.068 I - - HORZ(TL): 0.150 I - - Creep Factor: 2.0 Max TC CSI: 0.789 Max BC CSI: 0.753 Max Web CSI: 0.411 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E6 Ply: 1SEQN: 74865 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T344 DrwNo: 167.23.1215.51640 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) $%Lbl:3E6?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1899 /- /- /1074 /- /107 I 1897 /- /- /1073 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -4117 B - C 192 -3897 C - D 189 - 3204 D - E 238 - 3141 Chords Tens. Comp. E - F 238 -3143 F - G 189 -3205 G - H 192 -3908 H - I 155 -4129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3720 -85 N - M 3235 - 50 M - L 2347 0 Chords Tens. Comp. L - K 2347 0 K - J 3238 -28 J - I 3732 -73 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 631 - 8 C - M 120 - 732 M - E 1019 -27 Webs Tens. Comp. E - K 1022 -27 K - G 120 -736 G - J 637 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.30 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.204 K 999 240 VERT(CL): 0.453 K 999 180 HORZ(LL): 0.068 I - - HORZ(TL): 0.151 I - - Creep Factor: 2.0 Max TC CSI: 0.792 Max BC CSI: 0.754 Max Web CSI: 0.414 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E7 Ply: 1SEQN: 74866 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T345 DrwNo: 167.23.1215.55077 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) W4, W5 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1899 /- /- /1074 /- /107 I 1897 /- /- /1073 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -4117 B - C 192 -3897 C - D 189 - 3204 D - E 238 - 3141 Chords Tens. Comp. E - F 238 -3143 F - G 189 -3205 G - H 192 -3908 H - I 155 -4129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3720 -85 N - M 3235 - 50 M - L 2347 0 Chords Tens. Comp. L - K 2347 0 K - J 3238 -28 J - I 3732 -73 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 631 - 8 C - M 120 - 732 M - E 1019 -27 Webs Tens. Comp. E - K 1022 -27 K - G 120 -736 G - J 637 -8 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.30 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.204 K 999 240 VERT(CL): 0.453 K 999 180 HORZ(LL): 0.068 I - - HORZ(TL): 0.151 I - - Creep Factor: 2.0 Max TC CSI: 0.792 Max BC CSI: 0.754 Max Web CSI: 0.414 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E7 Ply: 1SEQN: 74866 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T345 DrwNo: 167.23.1215.55077 RDF / RTT 06/16/2023 W4 W5 38' 6'3"3 6'3"3 11'6"10 5'3"6 19' 7'5"6 26'5"6 7'5"6 31'8"13 5'3"6 38' 6'3"3 7'8"14 7'8"14 14'4"15 6'8"1 23'7"1 9'2"1 30'3"2 6'8"1 38' 7'8"14 4"18'3"1A B C D E F G H I JKLMN 5 12 3X10(B1) 1.5X3 3X4 3X4 3X6 4X4 5X6 H0308 4X4 3X6 3X4 3X4 1.5X3 3X10(B1) $%Lbl:3E7?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1400 # ( 36.97 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1400 36.97 TC 0.00 38.00 1400 37.13 BC 0.15 37.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 143 /- /- /62 /- /3 B /-170 AB /-241 Wind reactions based on MWFRS B Brg Wid = 456 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 707 - 771 Chords Tens. Comp. S -AB 711 -768 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AO 694 -667 Chords Tens. Comp. AO-AB 695 -666 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 AB 999 240 VERT(CL): 0.008 AB 999 180 HORZ(LL): -0.013 O - - HORZ(TL): 0.022 O - - Creep Factor: 2.0 Max TC CSI: 0.162 Max BC CSI: 0.203 Max Web CSI: 0.156 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E8 Ply: 1SEQN: 74867 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T346 DrwNo: 167.23.1216.26523 RDF / RTT 06/16/2023 38' 3'1'4" (TYP) 19' 19' 38' 19' 38' 38'1'2" 4"18'3"18'8"10A B K O S AB AO 5 12 3X4(A1) 5X6 5X6 3X6 5X6 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 1400 # ( 36.97 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1400 36.97 TC 0.00 38.00 1400 37.13 BC 0.15 37.85 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 143 /- /- /62 /- /3 B /-170 AB /-241 Wind reactions based on MWFRS B Brg Wid = 456 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 707 - 771 Chords Tens. Comp. S -AB 711 -768 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AO 694 -667 Chords Tens. Comp. AO-AB 695 -666 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.03 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 AB 999 240 VERT(CL): 0.008 AB 999 180 HORZ(LL): -0.013 O - - HORZ(TL): 0.022 O - - Creep Factor: 2.0 Max TC CSI: 0.162 Max BC CSI: 0.203 Max Web CSI: 0.156 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3E8 Ply: 1SEQN: 74867 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T346 DrwNo: 167.23.1216.26523 RDF / RTT 06/16/2023 38' 3'1'4" (TYP) 19' 19' 38' 19' 38' 38'1'2" 4"18'3"18'8"10A B K O S AB AO 5 12 3X4(A1) 5X6 5X6 3X6 5X6 3X4(A1) $%Lbl:3E8?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 55 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 4650 /- /- /424 /- /- K 4544 /- /- /420 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) K Brg Wid = 3.5 Min Req = 1.6 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3229 B - C 0 -3507 D - E 0 -4402 E - F 0 -5033 F - G 0 -5032 Chords Tens. Comp. G - H 0 -4406 H - I 0 -4406 I - J 0 -3209 J - K 0 -3489 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 3204 0 S - R 4347 0 R - Q 5012 0 Q - P 5246 0 P - O 5246 0 Chords Tens. Comp. O - N 5246 0 N - M 5010 0 M - L 4352 0 L - K 3182 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - D 0 -1492 C - S 1028 0 D - R 582 0 R - E 0 -806 Webs Tens. Comp. G - M 0 -798 M - I 572 0 I - L 0 -1522 L - J 1056 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.377 O 999 240 VERT(CL): 0.887 O 509 180 HORZ(LL): 0.095 K - - HORZ(TL): 0.223 K - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.908 Max Web CSI: 0.429 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EA Ply: 3SEQN: 74869 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T291 DrwNo: 167.23.1217.43873 RDF / RTT 06/16/2023 3 Complete Trusses Required 38' 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 38' 7'11"11 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 38' 7'7"131'2" 4"13'7"154'1"8A B C DE F GHIJ K LMNOPQRS 5 12 4X6(A2T) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(A2) 794# 22'0"10 794# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 55 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 4650 /- /- /424 /- /- K 4544 /- /- /420 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) K Brg Wid = 3.5 Min Req = 1.6 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3229 B - C 0 -3507 D - E 0 -4402 E - F 0 -5033 F - G 0 -5032 Chords Tens. Comp. G - H 0 -4406 H - I 0 -4406 I - J 0 -3209 J - K 0 -3489 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 3204 0 S - R 4347 0 R - Q 5012 0 Q - P 5246 0 P - O 5246 0 Chords Tens. Comp. O - N 5246 0 N - M 5010 0 M - L 4352 0 L - K 3182 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - D 0 -1492 C - S 1028 0 D - R 582 0 R - E 0 -806 Webs Tens. Comp. G - M 0 -798 M - I 572 0 I - L 0 -1522 L - J 1056 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.377 O 999 240 VERT(CL): 0.887 O 509 180 HORZ(LL): 0.095 K - - HORZ(TL): 0.223 K - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.908 Max Web CSI: 0.429 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EA Ply: 3SEQN: 74869 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T291 DrwNo: 167.23.1217.43873 RDF / RTT 06/16/2023 3 Complete Trusses Required 38' 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 38' 7'11"11 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 38' 7'7"131'2" 4"13'7"154'1"8A B C DE F GHIJ K LMNOPQRS 5 12 4X6(A2T) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(A2) 794# 22'0"10 794# $%Lbl:3EA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EA Ply: 3 Qty: 1 SEQN: 74869 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T291 DrwNo: 167.23.1217.43873 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EA Ply: 3 Qty: 1 SEQN: 74869 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T291 DrwNo: 167.23.1217.43873 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 4617 /- /- /417 /- /- K 4543 /- /- /413 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.6 (Truss) K Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3204 B - C 0 -3480 D - E 0 -4362 E - F 0 -4979 F - G 0 -4951 Chords Tens. Comp. G - H 0 -4315 H - I 0 -4315 I - J 0 -3096 J - K 0 -3374 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 3179 0 S - R 4308 0 R - Q 4959 0 Q - P 5179 0 P - O 5179 0 Chords Tens. Comp. O - N 5179 0 N - M 4929 0 M - L 4257 0 L - K 3071 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - D 0 -1474 C - S 1016 0 D - R 571 0 R - E 0 -789 Webs Tens. Comp. G - M 0 -812 M - I 614 0 I - L 0 -1545 L - J 1002 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.377 O 999 240 VERT(CL): 0.886 O 506 180 HORZ(LL): 0.098 K - - HORZ(TL): 0.231 K - - Creep Factor: 2.0 Max TC CSI: 0.991 Max BC CSI: 0.976 Max Web CSI: 0.413 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EAA Ply: 3SEQN: 74894 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T335 DrwNo: 167.23.1218.57300 RDF / RTT 06/16/2023 3 Complete Trusses Required 37'8"8 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 37'8"8 7'8"3 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 37'8"8 7'4"51'2" 4"1 5"83'7"154'1"8A B C DE F GHIJ K LMNOPQRS 5 12 4X6(A2T) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(B10R) 794# 22'0"10 794# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 4617 /- /- /417 /- /- K 4543 /- /- /413 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.6 (Truss) K Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3204 B - C 0 -3480 D - E 0 -4362 E - F 0 -4979 F - G 0 -4951 Chords Tens. Comp. G - H 0 -4315 H - I 0 -4315 I - J 0 -3096 J - K 0 -3374 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 3179 0 S - R 4308 0 R - Q 4959 0 Q - P 5179 0 P - O 5179 0 Chords Tens. Comp. O - N 5179 0 N - M 4929 0 M - L 4257 0 L - K 3071 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - D 0 -1474 C - S 1016 0 D - R 571 0 R - E 0 -789 Webs Tens. Comp. G - M 0 -812 M - I 614 0 I - L 0 -1545 L - J 1002 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.377 O 999 240 VERT(CL): 0.886 O 506 180 HORZ(LL): 0.098 K - - HORZ(TL): 0.231 K - - Creep Factor: 2.0 Max TC CSI: 0.991 Max BC CSI: 0.976 Max Web CSI: 0.413 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EAA Ply: 3SEQN: 74894 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T335 DrwNo: 167.23.1218.57300 RDF / RTT 06/16/2023 3 Complete Trusses Required 37'8"8 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 37'8"8 7'8"3 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 37'8"8 7'4"51'2" 4"1 5"83'7"154'1"8A B C DE F GHIJ K LMNOPQRS 5 12 4X6(A2T) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(B10R) 794# 22'0"10 794# $%Lbl:3EAA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EAA Ply: 3 Qty: 1 SEQN: 74894 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T335 DrwNo: 167.23.1218.57300 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EAA Ply: 3 Qty: 1 SEQN: 74894 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T335 DrwNo: 167.23.1218.57300 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 10.00 28.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1909 /- /- /1133 /- /66 J 1803 /- /- /1060 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) J Brg Wid = 3.5 Min Req = 1.9 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 305 - 3144 B - C 326 -3916 C - D 295 - 3496 E - F 377 -4087 Chords Tens. Comp. F - G 377 -4091 G - H 306 -3156 H - I 297 -3510 I - J 330 -3942 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3545 - 263 P - O 4065 - 242 O - N 4363 - 244 N - M 4363 - 244 Chords Tens. Comp. M - L 4363 -244 L - K 4069 - 220 K - J 3574 -245 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 107 - 428 P - D 1087 -42 P - E 139 -1216 O - F 46 -415 Webs Tens. Comp. F - L 44 -413 G - K 137 -1207 H - K 1096 - 44 K - I 111 -447 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.15 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.269 M 999 240 VERT(CL): 0.637 M 710 180 HORZ(LL): 0.078 J - - HORZ(TL): 0.183 J - - Creep Factor: 2.0 Max TC CSI: 0.932 Max BC CSI: 0.841 Max Web CSI: 0.774 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EB Ply: 1SEQN: 74870 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T292 DrwNo: 167.23.1219.23583 RDF / RTT 06/16/2023 38' 5'1"13 5'1"13 9'11"11 4'9"14 14'3" 4'3"5 19' 4'9" 23'9" 4'9" 28'0"5 4'3"5 32'10"3 4'9"14 38' 5'1"13 9'7"13 9'7"13 14'3" 4'7"4 19' 4'9" 23'9" 4'9" 28'4"3 4'7"4 38' 9'7"131'2" 4"14'5"154'11"8A B C D EFGH I J KLMNOP 5 12 3X10(A1) 1.5X3 3X10 5X6 3X4 3X4 H0308 3X8 1.5X3 3X4 3X4 5X6 3X10 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 10.00 28.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1909 /- /- /1133 /- /66 J 1803 /- /- /1060 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) J Brg Wid = 3.5 Min Req = 1.9 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 305 - 3144 B - C 326 -3916 C - D 295 - 3496 E - F 377 -4087 Chords Tens. Comp. F - G 377 -4091 G - H 306 -3156 H - I 297 -3510 I - J 330 -3942 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3545 - 263 P - O 4065 - 242 O - N 4363 - 244 N - M 4363 - 244 Chords Tens. Comp. M - L 4363 -244 L - K 4069 - 220 K - J 3574 -245 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 107 - 428 P - D 1087 -42 P - E 139 -1216 O - F 46 -415 Webs Tens. Comp. F - L 44 -413 G - K 137 -1207 H - K 1096 - 44 K - I 111 -447 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.15 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.269 M 999 240 VERT(CL): 0.637 M 710 180 HORZ(LL): 0.078 J - - HORZ(TL): 0.183 J - - Creep Factor: 2.0 Max TC CSI: 0.932 Max BC CSI: 0.841 Max Web CSI: 0.774 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EB Ply: 1SEQN: 74870 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T292 DrwNo: 167.23.1219.23583 RDF / RTT 06/16/2023 38' 5'1"13 5'1"13 9'11"11 4'9"14 14'3" 4'3"5 19' 4'9" 23'9" 4'9" 28'0"5 4'3"5 32'10"3 4'9"14 38' 5'1"13 9'7"13 9'7"13 14'3" 4'7"4 19' 4'9" 23'9" 4'9" 28'4"3 4'7"4 38' 9'7"131'2" 4"14'5"154'11"8A B C D EFGH I J KLMNOP 5 12 3X10(A1) 1.5X3 3X10 5X6 3X4 3X4 H0308 3X8 1.5X3 3X4 3X4 5X6 3X10 1.5X3 3X10(B1) $%Lbl:3EB?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1909 /- /- /1138 /- /76 I 1803 /- /- /1066 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 1.9 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 304 - 2976 B - C 270 -3897 C - D 293 - 3324 E - F 338 -3639 Chords Tens. Comp. F - G 305 -2982 G - H 294 -3331 H - I 274 -3925 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3518 - 205 P - O 3517 - 207 O - N 3643 - 181 N - M 3643 - 181 Chords Tens. Comp. M - L 3643 -181 L - K 3634 - 163 K - J 3545 -189 J - I 3547 -187 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 72 -616 O - D 962 - 39 O - E 102 - 897 Webs Tens. Comp. F - K 102 - 888 G - K 975 -41 K - H 77 -629 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.50 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.234 N 999 240 VERT(CL): 0.554 N 817 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.190 I - - Creep Factor: 2.0 Max TC CSI: 0.976 Max BC CSI: 0.813 Max Web CSI: 0.735 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EC Ply: 1SEQN: 74871 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T293 DrwNo: 167.23.1219.41137 RDF / RTT 06/16/2023 38' 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 38' 5'11"13 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 38' 5'11"131'2" 4"15'2"45'7"13A B C D EFG H I JKLMNOP 5 12 3X10(A1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 3X10(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1909 /- /- /1138 /- /76 I 1803 /- /- /1066 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 1.9 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 304 - 2976 B - C 270 -3897 C - D 293 - 3324 E - F 338 -3639 Chords Tens. Comp. F - G 305 -2982 G - H 294 -3331 H - I 274 -3925 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3518 - 205 P - O 3517 - 207 O - N 3643 - 181 N - M 3643 - 181 Chords Tens. Comp. M - L 3643 -181 L - K 3634 - 163 K - J 3545 -189 J - I 3547 -187 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 72 -616 O - D 962 - 39 O - E 102 - 897 Webs Tens. Comp. F - K 102 - 888 G - K 975 -41 K - H 77 -629 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.50 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.234 N 999 240 VERT(CL): 0.554 N 817 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.190 I - - Creep Factor: 2.0 Max TC CSI: 0.976 Max BC CSI: 0.813 Max Web CSI: 0.735 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EC Ply: 1SEQN: 74871 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T293 DrwNo: 167.23.1219.41137 RDF / RTT 06/16/2023 38' 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 38' 5'11"13 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 38' 5'11"131'2" 4"15'2"45'7"13A B C D EFG H I JKLMNOP 5 12 3X10(A1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 3X10(B1) $%Lbl:3EC?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 47 13.67 24.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1954 /- /- /1143 /- /87 I 1848 /- /- /1070 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 293 - 2901 B - C 238 -3966 C - D 273 - 3251 E - F 297 -3253 Chords Tens. Comp. F - G 294 -2904 G - H 273 -3256 H - I 242 -3989 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3572 - 165 P - O 3569 - 167 O - N 3247 - 110 N - M 3240 - 122 M - L 2373 -35 Chords Tens. Comp. M - L 866 -79 L - K 3247 - 109 K - J 3593 -148 J - I 3596 -146 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 71 -745 O - D 993 - 61 O - E 105 - 895 Webs Tens. Comp. F - K 103 - 888 G - K 995 -62 K - H 75 -767 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.91 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.210 M 999 240 VERT(CL): 0.481 L 940 180 HORZ(LL): 0.074 I - - HORZ(TL): 0.178 I - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.943 Max Web CSI: 0.593 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ED Ply: 1SEQN: 74872 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T294 DrwNo: 167.23.1220.02450 RDF / RTT 06/16/2023 T2 B2 38' 6'11"13 6'11"13 13'7"11 6'7"14 16'4"4 2'8"9 21'7"12 5'3"8 24'4"5 2'8"9 31'0"3 6'7"14 38' 6'11"13 6'11"13 6'11"13 13'1"6 6'1"10 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'0"3 6'1"10 38' 6'11"131'2" 4"13"86'0"46'5"13A B C D EFG H I JKLMNOP 5 12 3X10(A1)1.5X3 3X4 3X8 4X6 3X4 3X6 2X32X3H0308 3X6 3X4 4X6 3X8 3X4 1.5X3 3X10(B1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 47 13.67 24.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1954 /- /- /1143 /- /87 I 1848 /- /- /1070 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 293 - 2901 B - C 238 -3966 C - D 273 - 3251 E - F 297 -3253 Chords Tens. Comp. F - G 294 -2904 G - H 273 -3256 H - I 242 -3989 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3572 - 165 P - O 3569 - 167 O - N 3247 - 110 N - M 3240 - 122 M - L 2373 -35 Chords Tens. Comp. M - L 866 -79 L - K 3247 - 109 K - J 3593 -148 J - I 3596 -146 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 71 -745 O - D 993 - 61 O - E 105 - 895 Webs Tens. Comp. F - K 103 - 888 G - K 995 -62 K - H 75 -767 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.91 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.210 M 999 240 VERT(CL): 0.481 L 940 180 HORZ(LL): 0.074 I - - HORZ(TL): 0.178 I - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.943 Max Web CSI: 0.593 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ED Ply: 1SEQN: 74872 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T294 DrwNo: 167.23.1220.02450 RDF / RTT 06/16/2023 T2 B2 38' 6'11"13 6'11"13 13'7"11 6'7"14 16'4"4 2'8"9 21'7"12 5'3"8 24'4"5 2'8"9 31'0"3 6'7"14 38' 6'11"13 6'11"13 6'11"13 13'1"6 6'1"10 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'0"3 6'1"10 38' 6'11"131'2" 4"13"86'0"46'5"13A B C D EFG H I JKLMNOP 5 12 3X10(A1)1.5X3 3X4 3X8 4X6 3X4 3X6 2X32X3H0308 3X6 3X4 4X6 3X8 3X4 1.5X3 3X10(B1) 19' 90# 19' $%Lbl:3ED?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 39.28 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: From 5 plf at 38.00 to 5 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2250 /- /- /1324 /- /121 K 2250 /- /- /1324 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) K Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 281 -4561 C - D 333 - 3756 D - F 408 - 3361 F - G 394 - 3730 Chords Tens. Comp. G - I 408 -3361 I - J 333 -3756 J - K 282 -4561 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 4106 - 184 S - R 4103 - 186 R - Q 3723 - 120 Q - P 3715 - 149 P - O 2705 -38 Chords Tens. Comp. P - O 1009 -99 O - N 3723 - 118 N - M 4103 - 152 M - K 4106 -149 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 64 -821 R - D 1091 - 81 R - F 143 - 988 Webs Tens. Comp. G - N 143 - 988 I - N 1091 - 81 N - J 64 -821 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.33 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.233 P 999 240 VERT(CL): 0.531 O 852 180 HORZ(LL): 0.085 K - - HORZ(TL): 0.205 K - - Creep Factor: 2.0 Max TC CSI: 0.971 Max BC CSI: 0.968 Max Web CSI: 0.654 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EE Ply: 1SEQN: 74873 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T303 DrwNo: 167.23.1220.28467 RDF / RTT 06/16/2023 T2 B2 38' 6'10"10 6'10"10 13'8" 6'9"6 16'4"4 2'8"4 21'7"12 5'3"8 22'4"5 8"9 24'10"10 2'6"5 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2"1'2" 4"13"86'10"47'3"13A B C D E FGHI J K L MNOPQRS 5 12 4X8(A2)1.5X3 4X8 5X6 3X6 2X3 H0308 3X6 5X6 4X8 1.5X3 4X8(A2) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 39.28 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: From 5 plf at 38.00 to 5 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2250 /- /- /1324 /- /121 K 2250 /- /- /1324 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) K Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 281 -4561 C - D 333 - 3756 D - F 408 - 3361 F - G 394 - 3730 Chords Tens. Comp. G - I 408 -3361 I - J 333 -3756 J - K 282 -4561 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 4106 - 184 S - R 4103 - 186 R - Q 3723 - 120 Q - P 3715 - 149 P - O 2705 -38 Chords Tens. Comp. P - O 1009 -99 O - N 3723 - 118 N - M 4103 - 152 M - K 4106 -149 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 64 -821 R - D 1091 - 81 R - F 143 - 988 Webs Tens. Comp. G - N 143 - 988 I - N 1091 - 81 N - J 64 -821 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.33 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.233 P 999 240 VERT(CL): 0.531 O 852 180 HORZ(LL): 0.085 K - - HORZ(TL): 0.205 K - - Creep Factor: 2.0 Max TC CSI: 0.971 Max BC CSI: 0.968 Max Web CSI: 0.654 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EE Ply: 1SEQN: 74873 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T303 DrwNo: 167.23.1220.28467 RDF / RTT 06/16/2023 T2 B2 38' 6'10"10 6'10"10 13'8" 6'9"6 16'4"4 2'8"4 21'7"12 5'3"8 22'4"5 8"9 24'10"10 2'6"5 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2"1'2" 4"13"86'10"47'3"13A B C D E FGHI J K L MNOPQRS 5 12 4X8(A2)1.5X3 4X8 5X6 3X6 2X3 H0308 3X6 5X6 4X8 1.5X3 4X8(A2) 19' 90# 19' $%Lbl:3EE?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); T3,T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 39.28 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: From 5 plf at 38.00 to 5 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace TC below filler at 24" oc. (D-G) In lieu of structural panels use purlins to brace all sloping TC @ 24" oc; all flat TC @ 24" oc. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2250 /- /- /1326 /- /136 I 2250 /- /- /1326 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) I Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 121 -4565 C - D 174 - 3750 D - E 114 - 1378 Chords Tens. Comp. F - G 115 -1378 G - H 174 -3750 H - I 121 -4565 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 4111 -19 Q - P 4107 - 22 P - O 3320 0 O - N 3388 - 26 N - M 2418 0 Chords Tens. Comp. N - M 971 -32 M - L 3320 0 L - K 4107 - 3 K - I 4111 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 63 -843 P - D 496 0 D - R 167 - 2177 R - S 138 - 2150 S - T 138 -2159 Webs Tens. Comp. E - F 119 -1168 T - U 139 -2150 U - G 168 -2177 G - L 496 0 L - H 63 -843 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.88 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.212 N 999 240 VERT(CL): 0.480 M 941 180 HORZ(LL): 0.083 I - - HORZ(TL): 0.199 I - - Creep Factor: 2.0 Max TC CSI: 0.847 Max BC CSI: 0.955 Max Web CSI: 0.659 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EF Ply: 1SEQN: 10849 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T379 DrwNo: 167.23.1249.07830 RDF / RTT 06/16/2023 T2 T3 T4 B2 18'3"8 1'5"18'3"8 38' 6'10"10 6'10"10 13'5"14 6'7"5 18'3"3 4'9"5 20'0"11 1'9"8 24'10"10 4'9"14 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2"1'2" 4"15'11"83"87'11"68'4"15A B C D EF G H I J KLMNOPQ RS TU 5 12 4X8(A2)1.5X3 3X8 5X16 3X6 1.5X3 2X32X3H0308 1.5X3 3X6 5X16 3X8 1.5X3 4X8(A2) 19' 90# 18'3"3 29# 8"1377#8"13 29# 18'3"3 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); T3,T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 39.28 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: From 5 plf at 38.00 to 5 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace TC below filler at 24" oc. (D-G) In lieu of structural panels use purlins to brace all sloping TC @ 24" oc; all flat TC @ 24" oc. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2250 /- /- /1326 /- /136 I 2250 /- /- /1326 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) I Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 121 -4565 C - D 174 - 3750 D - E 114 - 1378 Chords Tens. Comp. F - G 115 -1378 G - H 174 -3750 H - I 121 -4565 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 4111 -19 Q - P 4107 - 22 P - O 3320 0 O - N 3388 - 26 N - M 2418 0 Chords Tens. Comp. N - M 971 -32 M - L 3320 0 L - K 4107 - 3 K - I 4111 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 63 -843 P - D 496 0 D - R 167 - 2177 R - S 138 - 2150 S - T 138 -2159 Webs Tens. Comp. E - F 119 -1168 T - U 139 -2150 U - G 168 -2177 G - L 496 0 L - H 63 -843 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.88 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.212 N 999 240 VERT(CL): 0.480 M 941 180 HORZ(LL): 0.083 I - - HORZ(TL): 0.199 I - - Creep Factor: 2.0 Max TC CSI: 0.847 Max BC CSI: 0.955 Max Web CSI: 0.659 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EF Ply: 1SEQN: 10849 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T379 DrwNo: 167.23.1249.07830 RDF / RTT 06/16/2023 T2 T3 T4 B2 18'3"8 1'5"18'3"8 38' 6'10"10 6'10"10 13'5"14 6'7"5 18'3"3 4'9"5 20'0"11 1'9"8 24'10"10 4'9"14 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2"1'2" 4"15'11"83"87'11"68'4"15A B C D EF G H I J KLMNOPQ RS TU 5 12 4X8(A2)1.5X3 3X8 5X16 3X6 1.5X3 2X32X3H0308 1.5X3 3X6 5X16 3X8 1.5X3 4X8(A2) 19' 90# 18'3"3 29# 8"1377#8"13 29# 18'3"3 19' $%Lbl:3EF?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (D-K) 68 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1146 /- /119 M 1952 /- /- /1146 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) M Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 32 -3981 C - D 74 - 3321 D - E 0 -1590 E - F 0 -1555 Chords Tens. Comp. I - J 44 - 1555 J - K 24 -1590 K - L 86 -3321 L - M 46 - 3981 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 3590 0 U - T 3587 0 T - S 3003 0 S - R 2998 -45 R - Q 2196 0 Chords Tens. Comp. R - Q 801 -45 Q - P 3003 0 P - O 3587 0 O - M 3590 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 57 -683 T - D 488 0 D - V 166 - 1548 V - W 163 -1562 F - X 39 - 1414 W - Y 121 - 1599 Webs Tens. Comp. X - I 39 - 1414 Y - Z 121 -1599 Z -AA 155 -1562 AA- K 154 -1548 K - P 494 0 P - L 52 -686 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.86 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.194 Y 999 240 VERT(CL): 0.452 S 999 180 HORZ(LL): 0.072 M - - HORZ(TL): 0.174 M - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.876 Max Web CSI: 0.479 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EG Ply: 1SEQN: 74875 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T312 DrwNo: 167.23.1253.02450 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 13'5"14 5"14 18'2"3 4'8"5 25'6"10 7'4"7 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2"1'2" 4"15'11"83"87'10"158'4"9A B C D E F GH I J K L M N OPQRSTU VW X YZAA 5 12 3X10(A1)1.5X3 3X4 3X8 1.5X4 3X4 3X4 2X3 1.5X31.5X3 2X3 3X4 3X4 1.5X4 3X8 3X4 1.5X3 3X10(A1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (D-K) 68 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1146 /- /119 M 1952 /- /- /1146 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) M Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 32 -3981 C - D 74 - 3321 D - E 0 -1590 E - F 0 -1555 Chords Tens. Comp. I - J 44 - 1555 J - K 24 -1590 K - L 86 -3321 L - M 46 - 3981 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 3590 0 U - T 3587 0 T - S 3003 0 S - R 2998 -45 R - Q 2196 0 Chords Tens. Comp. R - Q 801 -45 Q - P 3003 0 P - O 3587 0 O - M 3590 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 57 -683 T - D 488 0 D - V 166 - 1548 V - W 163 -1562 F - X 39 - 1414 W - Y 121 - 1599 Webs Tens. Comp. X - I 39 - 1414 Y - Z 121 -1599 Z -AA 155 -1562 AA- K 154 -1548 K - P 494 0 P - L 52 -686 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.86 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.194 Y 999 240 VERT(CL): 0.452 S 999 180 HORZ(LL): 0.072 M - - HORZ(TL): 0.174 M - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.876 Max Web CSI: 0.479 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EG Ply: 1SEQN: 74875 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T312 DrwNo: 167.23.1253.02450 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 13'5"14 5"14 18'2"3 4'8"5 25'6"10 7'4"7 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2"1'2" 4"15'11"83"87'10"158'4"9A B C D E F GH I J K L M N OPQRSTU VW X YZAA 5 12 3X10(A1)1.5X3 3X4 3X8 1.5X4 3X4 3X4 2X3 1.5X31.5X3 2X3 3X4 3X4 1.5X4 3X8 3X4 1.5X3 3X10(A1) 19' 90# 19' $%Lbl:3EG?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 61.52 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.52 TC 1.08 14.09 800 52.75 BC 0.00 15.17 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. See DWG VALTN160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q* 114 /- /- /56 /- /3 Wind reactions based on MWFRS Q Brg Wid = 182 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 440 - 373 Chords Tens. Comp. E - I 439 -372 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 I 999 240 VERT(CL): 0.022 I 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.007 I - - Creep Factor: 2.0 Max TC CSI: 0.163 Max BC CSI: 0.216 Max Web CSI: 0.035 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EG0V Ply: 1SEQN: 74868 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T315 DrwNo: 167.23.1254.00717 RDF / RTT 06/16/2023 15'2" 3'7"1'4" (TYP) 7'7" 7'7" 15'2" 7'7" 15'2" 15'2"3'1"15A E I M Q 5 12 3X4(D1) 4X4 3X4(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 61.52 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 61.52 TC 1.08 14.09 800 52.75 BC 0.00 15.17 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. See DWG VALTN160118 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q* 114 /- /- /56 /- /3 Wind reactions based on MWFRS Q Brg Wid = 182 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 440 - 373 Chords Tens. Comp. E - I 439 -372 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 I 999 240 VERT(CL): 0.022 I 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.007 I - - Creep Factor: 2.0 Max TC CSI: 0.163 Max BC CSI: 0.216 Max Web CSI: 0.035 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EG0V Ply: 1SEQN: 74868 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T315 DrwNo: 167.23.1254.00717 RDF / RTT 06/16/2023 15'2" 3'7"1'4" (TYP) 7'7" 7'7" 15'2" 7'7" 15'2" 15'2"3'1"15A E I M Q 5 12 3X4(D1) 4X4 3X4(D1) $%Lbl:3EG0V?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC(D-G) 53 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2054 /- /- /155 /- /- I 2054 /- /- /155 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.2 (Truss) I Brg Wid = 3.5 Min Req = 2.2 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 143 -4232 C - D 187 - 3586 D - E 71 - 1566 Chords Tens. Comp. F - G 73 - 1566 G - H 188 -3586 H - I 144 -4232 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3820 -56 Q - P 3817 - 58 P - O 3337 -6 O - N 3333 - 36 N - M 2313 0 Chords Tens. Comp. N - M 1019 - 41 M - L 3337 -4 L - K 3817 - 42 K - I 3820 -40 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 52 -663 P - D 604 -7 P - S 118 - 497 D - R 185 - 1841 R - S 184 - 1857 E - T 75 -1362 S - U 173 -1980 T - U 61 -562 Webs Tens. Comp. T - F 75 - 1362 U - V 173 -1980 V - W 186 -1857 V - L 118 -497 W - G 187 - 1841 G - L 604 -6 L - H 52 -663 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.44 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.236 U 999 240 VERT(CL): 0.550 U 822 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.187 I - - Creep Factor: 2.0 Max TC CSI: 0.975 Max BC CSI: 0.885 Max Web CSI: 0.463 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EH Ply: 1SEQN: 74876 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T311 DrwNo: 167.23.1255.09090 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 16'2"8 3'2"8 21'9"13 5'7"5 25'6"10 3'8"13 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2"1'2" 4"13"87'0"157'6"9A B C D EF G H I J KLMNOPQ RS T UVW512 3X10(A1)1.5X3 3X8 3X6 3X6 2X3 1.5X31.5X3 2X3H0308 3X6 3X6 3X8 1.5X3 3X10(A1) 16'2"3 111# 2'9"13 505# 2'9"13 111# 19'19' 90# 16'2"3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC(D-G) 53 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2054 /- /- /155 /- /- I 2054 /- /- /155 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.2 (Truss) I Brg Wid = 3.5 Min Req = 2.2 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 143 -4232 C - D 187 - 3586 D - E 71 - 1566 Chords Tens. Comp. F - G 73 - 1566 G - H 188 -3586 H - I 144 -4232 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3820 -56 Q - P 3817 - 58 P - O 3337 -6 O - N 3333 - 36 N - M 2313 0 Chords Tens. Comp. N - M 1019 - 41 M - L 3337 -4 L - K 3817 - 42 K - I 3820 -40 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 52 -663 P - D 604 -7 P - S 118 - 497 D - R 185 - 1841 R - S 184 - 1857 E - T 75 -1362 S - U 173 -1980 T - U 61 -562 Webs Tens. Comp. T - F 75 - 1362 U - V 173 -1980 V - W 186 -1857 V - L 118 -497 W - G 187 - 1841 G - L 604 -6 L - H 52 -663 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.44 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.236 U 999 240 VERT(CL): 0.550 U 822 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.187 I - - Creep Factor: 2.0 Max TC CSI: 0.975 Max BC CSI: 0.885 Max Web CSI: 0.463 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EH Ply: 1SEQN: 74876 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T311 DrwNo: 167.23.1255.09090 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 16'2"8 3'2"8 21'9"13 5'7"5 25'6"10 3'8"13 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2"1'2" 4"13"87'0"157'6"9A B C D EF G H I J KLMNOPQ RS T UVW512 3X10(A1)1.5X3 3X8 3X6 3X6 2X3 1.5X31.5X3 2X3H0308 3X6 3X6 3X8 1.5X3 3X10(A1) 16'2"3 111# 2'9"13 505# 2'9"13 111# 19'19' 90# 16'2"3 $%Lbl:3EH?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 38 14.88 23.13 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2102 /- /- /1673 /- /2401 I 2208 /- /- /1728 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.2 (Truss) I Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 274 - 3342 A - B 202 -4672 B - C 242 -4243 C - D 262 - 3701 Chords Tens. Comp. E - F 274 -3339 F - G 263 -3697 G - H 241 -4233 H - I 197 -4639 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4238 - 127 R - Q 4237 - 129 Q - P 3842 - 101 P - O 3793 -50 O - N 3793 - 50 Chords Tens. Comp. N - M 3793 - 50 M - L 3834 -82 L - K 4203 - 105 K - I 4204 -103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 40 -517 Q - C 436 0 C - P 80 -689 P - D 1154 -45 P - E 66 -759 Webs Tens. Comp. E - M 67 -765 F - M 1154 - 44 M - G 79 -683 G - L 431 0 L - H 32 -502 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.16 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.254 O 999 240 VERT(CL): 0.587 O 770 180 HORZ(LL): 0.094 I - - HORZ(TL): 0.214 I - - Creep Factor: 2.0 Max TC CSI: 0.999 Max BC CSI: 0.953 Max Web CSI: 0.737 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EJ Ply: 1SEQN: 74981 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T310 DrwNo: 167.23.1256.04517 RDF / RTT 06/16/2023 38' 5'3"5 5'3"5 9'10"13 4'7"8 14'10"3 4'11"6 19' 4'1"13 23'1"13 4'1"13 28'1"3 4'11"6 32'8"11 4'7"8 38' 5'3"5 5'3"5 5'3"5 9'10"13 4'7"8 14'6"5 4'7"8 19' 4'5"11 23'5"11 4'5"11 28'1"3 4'7"8 32'8"11 4'7"8 38' 5'3"5 1'2" 4"16'6"56'11"14A B C D EF G H I J KLMNOPQR 5 12 4X8(A2)1.5X3 3X4 3X4 3X4 3X8 5X6 3X8 1.5X3H0308 5X6 3X8 3X4 3X4 3X4 1.5X3 4X8(A2) 14'10"3 158# 4' 442#3"10 442# 4' 158# 14'10"3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 38 14.88 23.13 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2102 /- /- /1673 /- /2401 I 2208 /- /- /1728 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.2 (Truss) I Brg Wid = 3.5 Min Req = 2.4 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 274 - 3342 A - B 202 -4672 B - C 242 -4243 C - D 262 - 3701 Chords Tens. Comp. E - F 274 -3339 F - G 263 -3697 G - H 241 -4233 H - I 197 -4639 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4238 - 127 R - Q 4237 - 129 Q - P 3842 - 101 P - O 3793 -50 O - N 3793 - 50 Chords Tens. Comp. N - M 3793 - 50 M - L 3834 -82 L - K 4203 - 105 K - I 4204 -103 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 40 -517 Q - C 436 0 C - P 80 -689 P - D 1154 -45 P - E 66 -759 Webs Tens. Comp. E - M 67 -765 F - M 1154 - 44 M - G 79 -683 G - L 431 0 L - H 32 -502 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.16 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.254 O 999 240 VERT(CL): 0.587 O 770 180 HORZ(LL): 0.094 I - - HORZ(TL): 0.214 I - - Creep Factor: 2.0 Max TC CSI: 0.999 Max BC CSI: 0.953 Max Web CSI: 0.737 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EJ Ply: 1SEQN: 74981 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T310 DrwNo: 167.23.1256.04517 RDF / RTT 06/16/2023 38' 5'3"5 5'3"5 9'10"13 4'7"8 14'10"3 4'11"6 19' 4'1"13 23'1"13 4'1"13 28'1"3 4'11"6 32'8"11 4'7"8 38' 5'3"5 5'3"5 5'3"5 9'10"13 4'7"8 14'6"5 4'7"8 19' 4'5"11 23'5"11 4'5"11 28'1"3 4'7"8 32'8"11 4'7"8 38' 5'3"5 1'2" 4"16'6"56'11"14A B C D EF G H I J KLMNOPQR 5 12 4X8(A2)1.5X3 3X4 3X4 3X4 3X8 5X6 3X8 1.5X3H0308 5X6 3X8 3X4 3X4 3X4 1.5X3 4X8(A2) 14'10"3 158# 4' 442#3"10 442# 4' 158# 14'10"3 $%Lbl:3EJ?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2400 # ( 63.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2400 63.16 TC 0.00 38.00 2400 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EJ Ply: 1 Qty: 1 SEQN: 74981 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T310 DrwNo: 167.23.1256.04517 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2400 # ( 63.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2400 63.16 TC 0.00 38.00 2400 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EJ Ply: 1 Qty: 1 SEQN: 74981 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T310 DrwNo: 167.23.1256.04517 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 13.00 25.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2178 /- /- /157 /- /- H 2178 /- /- /157 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.3 (Truss) H Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 305 - 3746 A - B 257 -4829 B - C 286 -4173 D - E 321 - 4488 Chords Tens. Comp. E - F 306 -3746 F - G 287 -4173 G - H 258 -4829 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 4373 - 187 O - N 4370 - 189 N - M 4483 - 144 M - L 4498 - 125 Chords Tens. Comp. L - K 4498 - 125 K - J 4498 -125 J - I 4370 -167 I - H 4373 - 165 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 73 -676 N - C 1361 - 46 N - D 85 - 1215 Webs Tens. Comp. E - J 84 -1211 F - J 1345 - 45 J - G 73 -675 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.04 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.272 K 999 240 VERT(CL): 0.628 K 720 180 HORZ(LL): 0.102 H - - HORZ(TL): 0.235 H - - Creep Factor: 2.0 Max TC CSI: 0.962 Max BC CSI: 0.934 Max Web CSI: 0.847 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EK Ply: 1SEQN: 74878 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T309 DrwNo: 167.23.1257.11557 RDF / RTT 06/16/2023 T2 38' 6'6"10 6'6"10 12'11"11 6'5"1 16'2"8 3'2"13 21'6" 5'3"8 25'0"5 3'6"5 31'5"6 6'5"1 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'2"8 3'9"2 21'6" 5'3"8 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"10 4"15'8"15A B C DEF G H IJKLMNO 5 12 3X12(B3)1.5X3 3X4 4X8 3X12 3X4 3X4 H0310 4X8 1.5X3 3X12 4X8 3X4 1.5X3 3X12(B3) 12'11"11 158# 4' 442# 4'0"10 442# 4' 158# 12'11"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 13.00 25.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2178 /- /- /157 /- /- H 2178 /- /- /157 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 2.3 (Truss) H Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 305 - 3746 A - B 257 -4829 B - C 286 -4173 D - E 321 - 4488 Chords Tens. Comp. E - F 306 -3746 F - G 287 -4173 G - H 258 -4829 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 4373 - 187 O - N 4370 - 189 N - M 4483 - 144 M - L 4498 - 125 Chords Tens. Comp. L - K 4498 - 125 K - J 4498 -125 J - I 4370 -167 I - H 4373 - 165 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 73 -676 N - C 1361 - 46 N - D 85 - 1215 Webs Tens. Comp. E - J 84 -1211 F - J 1345 - 45 J - G 73 -675 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.04 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.272 K 999 240 VERT(CL): 0.628 K 720 180 HORZ(LL): 0.102 H - - HORZ(TL): 0.235 H - - Creep Factor: 2.0 Max TC CSI: 0.962 Max BC CSI: 0.934 Max Web CSI: 0.847 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EK Ply: 1SEQN: 74878 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T309 DrwNo: 167.23.1257.11557 RDF / RTT 06/16/2023 T2 38' 6'6"10 6'6"10 12'11"11 6'5"1 16'2"8 3'2"13 21'6" 5'3"8 25'0"5 3'6"5 31'5"6 6'5"1 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'2"8 3'9"2 21'6" 5'3"8 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"10 4"15'8"15A B C DEF G H IJKLMNO 5 12 3X12(B3)1.5X3 3X4 4X8 3X12 3X4 3X4 H0310 4X8 1.5X3 3X12 4X8 3X4 1.5X3 3X12(B3) 12'11"11 158# 4' 442# 4'0"10 442# 4' 158# 12'11"11 $%Lbl:3EK?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1792 /- /- /1059 /- /66 H 1790 /- /- /1055 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.9 (Truss) H Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 310 - 2957 A - B 280 -3898 B - C 300 -3304 D - E 345 - 3585 Chords Tens. Comp. E - F 308 -2919 F - G 297 -3257 G - H 270 -3720 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3523 - 219 O - N 3520 - 221 N - M 3607 - 192 M - L 3607 - 192 Chords Tens. Comp. L - K 3607 - 192 K - J 3579 -173 J - I 3342 -188 I - H 3342 - 186 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 76 -630 N - C 956 - 42 N - D 103 - 875 Webs Tens. Comp. E - J 105 -900 F - J 934 -42 J - G 68 -521 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.76 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.231 K 999 240 VERT(CL): 0.550 K 817 180 HORZ(LL): 0.081 H - - HORZ(TL): 0.192 H - - Creep Factor: 2.0 Max TC CSI: 0.958 Max BC CSI: 0.964 Max Web CSI: 0.739 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EL Ply: 1SEQN: 74879 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T308 DrwNo: 167.23.1257.15960 RDF / RTT 06/16/2023 37'8"8 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 37'8"8 5'8"5 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 37'8"8 5'8"5 4"1 5"85'2"4A B C DEF G H IJKLMNO 5 12 3X10(B1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 5X6(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1792 /- /- /1059 /- /66 H 1790 /- /- /1055 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.9 (Truss) H Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 310 - 2957 A - B 280 -3898 B - C 300 -3304 D - E 345 - 3585 Chords Tens. Comp. E - F 308 -2919 F - G 297 -3257 G - H 270 -3720 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3523 - 219 O - N 3520 - 221 N - M 3607 - 192 M - L 3607 - 192 Chords Tens. Comp. L - K 3607 - 192 K - J 3579 -173 J - I 3342 -188 I - H 3342 - 186 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 76 -630 N - C 956 - 42 N - D 103 - 875 Webs Tens. Comp. E - J 105 -900 F - J 934 -42 J - G 68 -521 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.76 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.231 K 999 240 VERT(CL): 0.550 K 817 180 HORZ(LL): 0.081 H - - HORZ(TL): 0.192 H - - Creep Factor: 2.0 Max TC CSI: 0.958 Max BC CSI: 0.964 Max Web CSI: 0.739 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EL Ply: 1SEQN: 74879 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T308 DrwNo: 167.23.1257.15960 RDF / RTT 06/16/2023 37'8"8 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 37'8"8 5'8"5 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 37'8"8 5'8"5 4"1 5"85'2"4A B C DEF G H IJKLMNO 5 12 3X10(B1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 5X6(B1) $%Lbl:3EL?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 9.67 28.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1792 /- /- /1052 /- /55 I 1790 /- /- /1049 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.9 (Truss) I Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 315 - 3163 A - B 339 -3923 B - C 307 -3515 D - E 395 - 4186 Chords Tens. Comp. E - F 392 -4157 F - G 309 -3083 G - H 301 -3420 H - I 329 -3754 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3557 - 282 O - N 4163 - 268 N - M 4472 - 272 M - L 4472 - 272 Chords Tens. Comp. L - K 4472 - 272 K - J 4131 -243 J - I 3375 -249 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 107 - 420 O - C 1094 - 47 O - D 145 - 1283 N - E 47 -423 Webs Tens. Comp. E - K 49 -446 K - F 386 0 F - J 149 -1344 G - J 1039 - 44 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.35 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.279 M 999 240 VERT(CL): 0.663 M 677 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.191 I - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.817 Max Web CSI: 0.869 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EM Ply: 1SEQN: 74880 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T307 DrwNo: 167.23.1257.21410 RDF / RTT 06/16/2023 37'8"8 4'11"13 4'11"13 9'7"11 4'7"14 14'1" 4'5"5 19' 4'11" 23'11" 4'11" 28'4"5 4'5"5 33'0"3 4'7"14 37'8"8 4'8"5 9'3"13 9'3"13 14'1" 4'9"4 19' 4'11" 23'11" 4'11" 28'8"3 4'9"4 37'8"8 9'0"5 4"1 5"84'4"4A B C DEFG H I JKLMNO 5 12 3X10(B1) 1.5X3 3X10 5X6 4X4 3X4 3X8 1.5X3H0308 3X4 4X4 5X6 4X8 1.5X3 5X6(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 9.67 28.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1792 /- /- /1052 /- /55 I 1790 /- /- /1049 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.9 (Truss) I Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 315 - 3163 A - B 339 -3923 B - C 307 -3515 D - E 395 - 4186 Chords Tens. Comp. E - F 392 -4157 F - G 309 -3083 G - H 301 -3420 H - I 329 -3754 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 3557 - 282 O - N 4163 - 268 N - M 4472 - 272 M - L 4472 - 272 Chords Tens. Comp. L - K 4472 - 272 K - J 4131 -243 J - I 3375 -249 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 107 - 420 O - C 1094 - 47 O - D 145 - 1283 N - E 47 -423 Webs Tens. Comp. E - K 49 -446 K - F 386 0 F - J 149 -1344 G - J 1039 - 44 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.35 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.279 M 999 240 VERT(CL): 0.663 M 677 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.191 I - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.817 Max Web CSI: 0.869 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EM Ply: 1SEQN: 74880 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T307 DrwNo: 167.23.1257.21410 RDF / RTT 06/16/2023 37'8"8 4'11"13 4'11"13 9'7"11 4'7"14 14'1" 4'5"5 19' 4'11" 23'11" 4'11" 28'4"5 4'5"5 33'0"3 4'7"14 37'8"8 4'8"5 9'3"13 9'3"13 14'1" 4'9"4 19' 4'11" 23'11" 4'11" 28'8"3 4'9"4 37'8"8 9'0"5 4"1 5"84'4"4A B C DEFG H I JKLMNO 5 12 3X10(B1) 1.5X3 3X10 5X6 4X4 3X4 3X8 1.5X3H0308 3X4 4X4 5X6 4X8 1.5X3 5X6(B1) $%Lbl:3EM?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 4513 /- /- /406 /- /- J 4543 /- /- /405 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.6 (Truss) J Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3185 A - B 0 -3463 C - D 0 -4367 D - E 0 -4978 E - F 0 -4951 Chords Tens. Comp. F - G 0 -4315 G - H 0 -4315 H - I 0 -3096 I - J 0 -3374 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 3158 0 R - Q 4314 0 Q - P 4958 0 P - O 5179 0 O - N 5179 0 Chords Tens. Comp. N - M 5179 0 M - L 4929 0 L - K 4257 0 K - J 3071 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 0 -1503 B - R 1045 0 C - Q 561 0 Q - D 0 -781 Webs Tens. Comp. F - L 0 -812 L - H 614 0 H - K 0 -1545 K - I 1002 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.376 N 999 240 VERT(CL): 0.885 N 507 180 HORZ(LL): 0.098 J - - HORZ(TL): 0.231 J - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.976 Max Web CSI: 0.425 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EN Ply: 3SEQN: 74881 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T306 DrwNo: 167.23.1257.47577 RDF / RTT 06/16/2023 3 Complete Trusses Required 37'8"8 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 37'8"8 7'8"3 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 37'8"8 7'4"5 4"1 5"83'7"15A B CD E FGHI J KLMNOPQR 5 12 4X6(A2) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(B10R) 794# 22'0"10 794# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 4513 /- /- /406 /- /- J 4543 /- /- /405 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.6 (Truss) J Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3185 A - B 0 -3463 C - D 0 -4367 D - E 0 -4978 E - F 0 -4951 Chords Tens. Comp. F - G 0 -4315 G - H 0 -4315 H - I 0 -3096 I - J 0 -3374 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 3158 0 R - Q 4314 0 Q - P 4958 0 P - O 5179 0 O - N 5179 0 Chords Tens. Comp. N - M 5179 0 M - L 4929 0 L - K 4257 0 K - J 3071 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 0 -1503 B - R 1045 0 C - Q 561 0 Q - D 0 -781 Webs Tens. Comp. F - L 0 -812 L - H 614 0 H - K 0 -1545 K - I 1002 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.376 N 999 240 VERT(CL): 0.885 N 507 180 HORZ(LL): 0.098 J - - HORZ(TL): 0.231 J - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.976 Max Web CSI: 0.425 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EN Ply: 3SEQN: 74881 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T306 DrwNo: 167.23.1257.47577 RDF / RTT 06/16/2023 3 Complete Trusses Required 37'8"8 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 37'8"8 7'8"3 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 37'8"8 7'4"5 4"1 5"83'7"15A B CD E FGHI J KLMNOPQR 5 12 4X6(A2) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(B10R) 794# 22'0"10 794# $%Lbl:3EN?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 55 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 4650 /- /- /424 /- /- K 4648 /- /- /423 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) K Brg Wid = 3.5 Min Req = 1.7 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3229 B - C 0 -3507 D - E 0 -4402 E - F 0 -5033 F - G 0 -5033 Chords Tens. Comp. G - H 0 -4402 H - I 0 -4402 I - J 0 -3228 J - K 0 -3506 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 3204 0 T - S 4347 0 S - R 5012 0 R - Q 5245 0 Q - P 5245 0 Chords Tens. Comp. P - O 5245 0 O - N 5011 0 N - M 4347 0 M - K 3203 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - D 0 -1492 C - T 1028 0 D - S 582 0 S - E 0 -806 Webs Tens. Comp. G - N 0 -807 N - I 583 0 I - M 0 -1492 M - J 1028 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.378 P 999 240 VERT(CL): 0.889 P 509 180 HORZ(LL): 0.095 K - - HORZ(TL): 0.224 K - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.908 Max Web CSI: 0.418 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EO Ply: 3SEQN: 74882 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T322 DrwNo: 167.23.1312.40200 RDF / RTT 06/16/2023 3 Complete Trusses Required 38' 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 38' 7'11"11 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 38' 7'7"131'2"1'2" 4"13'7"154'1"8A B C DE F GHIJ K L MNOPQRST 5 12 4X6(A2T) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(A2T) 794# 22'0"10 794# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 55 8.00 30.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 4650 /- /- /424 /- /- K 4648 /- /- /423 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.7 (Truss) K Brg Wid = 3.5 Min Req = 1.7 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -3229 B - C 0 -3507 D - E 0 -4402 E - F 0 -5033 F - G 0 -5033 Chords Tens. Comp. G - H 0 -4402 H - I 0 -4402 I - J 0 -3228 J - K 0 -3506 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 3204 0 T - S 4347 0 S - R 5012 0 R - Q 5245 0 Q - P 5245 0 Chords Tens. Comp. P - O 5245 0 O - N 5011 0 N - M 4347 0 M - K 3203 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - D 0 -1492 C - T 1028 0 D - S 582 0 S - E 0 -806 Webs Tens. Comp. G - N 0 -807 N - I 583 0 I - M 0 -1492 M - J 1028 0 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.73 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.378 P 999 240 VERT(CL): 0.889 P 509 180 HORZ(LL): 0.095 K - - HORZ(TL): 0.224 K - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.908 Max Web CSI: 0.418 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EO Ply: 3SEQN: 74882 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T322 DrwNo: 167.23.1312.40200 RDF / RTT 06/16/2023 3 Complete Trusses Required 38' 7'11"11 7'11"11 11'4"1 3'4"6 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'0"5 3'4"6 38' 7'11"11 7'7"13 7'7"13 11'4"1 3'8"4 15'2" 3'10" 19' 3'10" 22'10" 3'10" 26'7"15 3'10" 30'4"3 3'8"4 38' 7'7"131'2"1'2" 4"13'7"154'1"8A B C DE F GHIJ K L MNOPQRST 5 12 4X6(A2T) 5X6 4X4 4X4 3X4 3X4 3X4 H0310 3X8 1.5X3 3X4 3X43X6 3X4 4X4 4X4 5X6 4X6(A2T) 794# 22'0"10 794# $%Lbl:3EO?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EO Ply: 3 Qty: 1 SEQN: 74882 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T322 DrwNo: 167.23.1312.40200 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EO Ply: 3 Qty: 1 SEQN: 74882 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T322 DrwNo: 167.23.1312.40200 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 10.00 28.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1907 /- /- /1132 /- /73 J 1907 /- /- /1132 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 304 - 3139 B - C 325 -3911 C - D 294 - 3491 E - F 375 -4080 Chords Tens. Comp. F - G 375 -4079 G - H 304 -3139 H - I 294 -3491 I - J 325 -3911 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3541 - 240 Q - P 4057 - 218 P - O 4353 - 219 O - N 4353 - 219 Chords Tens. Comp. N - M 4353 - 219 M - L 4057 -200 L - J 3541 - 222 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 107 - 428 Q - D 1085 - 42 Q - E 139 - 1213 P - F 45 -413 Webs Tens. Comp. F - M 45 -414 G - L 139 -1213 H - L 1085 - 42 L - I 108 - 428 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.15 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.270 N 999 240 VERT(CL): 0.636 N 711 180 HORZ(LL): 0.078 J - - HORZ(TL): 0.183 J - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.834 Max Web CSI: 0.772 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EP Ply: 1SEQN: 74883 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T323 DrwNo: 167.23.1313.06890 RDF / RTT 06/16/2023 38' 5'1"13 5'1"13 9'11"11 4'9"14 14'3" 4'3"5 19' 4'9" 23'9" 4'9" 28'0"5 4'3"5 32'10"3 4'9"14 38' 5'1"13 9'7"13 9'7"13 14'3" 4'7"4 19' 4'9" 23'9" 4'9" 28'4"3 4'7"4 38' 9'7"131'2"1'2" 4"14'5"154'11"8A B C D EFGH I J K LMNOPQ 5 12 3X10(A1) 1.5X3 3X10 5X6 3X4 3X4 H0308 3X8 1.5X3 3X4 3X4 5X6 3X10 1.5X3 3X10(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 10.00 28.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1907 /- /- /1132 /- /73 J 1907 /- /- /1132 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) J Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 304 - 3139 B - C 325 -3911 C - D 294 - 3491 E - F 375 -4080 Chords Tens. Comp. F - G 375 -4079 G - H 304 -3139 H - I 294 -3491 I - J 325 -3911 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3541 - 240 Q - P 4057 - 218 P - O 4353 - 219 O - N 4353 - 219 Chords Tens. Comp. N - M 4353 - 219 M - L 4057 -200 L - J 3541 - 222 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 107 - 428 Q - D 1085 - 42 Q - E 139 - 1213 P - F 45 -413 Webs Tens. Comp. F - M 45 -414 G - L 139 -1213 H - L 1085 - 42 L - I 108 - 428 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.15 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.270 N 999 240 VERT(CL): 0.636 N 711 180 HORZ(LL): 0.078 J - - HORZ(TL): 0.183 J - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.834 Max Web CSI: 0.772 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EP Ply: 1SEQN: 74883 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T323 DrwNo: 167.23.1313.06890 RDF / RTT 06/16/2023 38' 5'1"13 5'1"13 9'11"11 4'9"14 14'3" 4'3"5 19' 4'9" 23'9" 4'9" 28'0"5 4'3"5 32'10"3 4'9"14 38' 5'1"13 9'7"13 9'7"13 14'3" 4'7"4 19' 4'9" 23'9" 4'9" 28'4"3 4'7"4 38' 9'7"131'2"1'2" 4"14'5"154'11"8A B C D EFGH I J K LMNOPQ 5 12 3X10(A1) 1.5X3 3X10 5X6 3X4 3X4 H0308 3X8 1.5X3 3X4 3X4 5X6 3X10 1.5X3 3X10(A1) $%Lbl:3EP?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1907 /- /- /1138 /- /82 I 1907 /- /- /1138 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 303 - 2972 B - C 269 -3892 C - D 291 - 3318 E - F 337 -3629 Chords Tens. Comp. F - G 303 -2971 G - H 291 -3318 H - I 269 -3892 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3514 - 182 Q - P 3512 - 184 P - O 3635 - 158 O - N 3635 - 158 Chords Tens. Comp. N - M 3635 - 158 M - L 3624 -140 L - K 3512 - 166 K - I 3514 -164 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 72 -616 P - D 960 -38 P - E 101 - 893 Webs Tens. Comp. F - L 102 - 889 G - L 968 -40 L - H 73 -616 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.50 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.235 M 999 240 VERT(CL): 0.553 M 817 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.189 I - - Creep Factor: 2.0 Max TC CSI: 0.973 Max BC CSI: 0.807 Max Web CSI: 0.733 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EQ Ply: 1SEQN: 74884 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T324 DrwNo: 167.23.1313.15710 RDF / RTT 06/16/2023 38' 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 38' 5'11"13 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 38' 5'11"131'2"1'2" 4"15'2"45'7"13A B C D EFG H I J KLMNOPQ 5 12 3X10(A1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 3X10(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1907 /- /- /1138 /- /82 I 1907 /- /- /1138 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 303 - 2972 B - C 269 -3892 C - D 291 - 3318 E - F 337 -3629 Chords Tens. Comp. F - G 303 -2971 G - H 291 -3318 H - I 269 -3892 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3514 - 182 Q - P 3512 - 184 P - O 3635 - 158 O - N 3635 - 158 Chords Tens. Comp. N - M 3635 - 158 M - L 3624 -140 L - K 3512 - 166 K - I 3514 -164 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 72 -616 P - D 960 -38 P - E 101 - 893 Webs Tens. Comp. F - L 102 - 889 G - L 968 -40 L - H 73 -616 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.50 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.235 M 999 240 VERT(CL): 0.553 M 817 180 HORZ(LL): 0.080 I - - HORZ(TL): 0.189 I - - Creep Factor: 2.0 Max TC CSI: 0.973 Max BC CSI: 0.807 Max Web CSI: 0.733 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EQ Ply: 1SEQN: 74884 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T324 DrwNo: 167.23.1313.15710 RDF / RTT 06/16/2023 38' 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 38' 5'11"13 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 38' 5'11"131'2"1'2" 4"15'2"45'7"13A B C D EFG H I J KLMNOPQ 5 12 3X10(A1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 3X10(A1) $%Lbl:3EQ?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 47 13.67 24.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1142 /- /94 I 1952 /- /- /1142 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) I Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 292 - 2896 B - C 237 -3961 C - D 271 - 3246 E - F 295 -3246 Chords Tens. Comp. F - G 292 -2896 G - H 272 -3246 H - I 237 -3961 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3567 - 142 Q - P 3565 - 144 P - O 3240 -86 O - N 3232 - 100 N - M 2368 - 22 Chords Tens. Comp. N - M 864 -71 M - L 3240 -85 L - K 3565 - 125 K - I 3567 -123 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 71 -745 P - D 990 -61 P - E 104 - 891 Webs Tens. Comp. F - L 104 - 890 G - L 990 -61 L - H 71 -745 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.91 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.211 N 999 240 VERT(CL): 0.480 M 942 180 HORZ(LL): 0.074 I - - HORZ(TL): 0.178 I - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.929 Max Web CSI: 0.589 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ER Ply: 1SEQN: 74885 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T325 DrwNo: 167.23.1313.27960 RDF / RTT 06/16/2023 T2 B2 38' 6'11"13 6'11"13 13'7"11 6'7"14 16'4"4 2'8"9 21'7"12 5'3"8 24'4"5 2'8"9 31'0"3 6'7"14 38' 6'11"13 6'11"13 6'11"13 13'1"6 6'1"10 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'0"3 6'1"10 38' 6'11"131'2"1'2" 4"13"86'0"46'5"13A B C D EFG H I J KLMNOPQ 5 12 3X10(A1)1.5X3 3X4 3X8 4X6 3X4 3X6 2X32X3H0308 3X6 3X4 4X6 3X8 3X4 1.5X3 3X10(A1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 39.28 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: From 4 plf at 38.00 to 4 plf at 39.28 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 47 13.67 24.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1952 /- /- /1142 /- /94 I 1952 /- /- /1142 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) I Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 292 - 2896 B - C 237 -3961 C - D 271 - 3246 E - F 295 -3246 Chords Tens. Comp. F - G 292 -2896 G - H 272 -3246 H - I 237 -3961 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3567 - 142 Q - P 3565 - 144 P - O 3240 -86 O - N 3232 - 100 N - M 2368 - 22 Chords Tens. Comp. N - M 864 -71 M - L 3240 -85 L - K 3565 - 125 K - I 3567 -123 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 71 -745 P - D 990 -61 P - E 104 - 891 Webs Tens. Comp. F - L 104 - 890 G - L 990 -61 L - H 71 -745 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.91 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.211 N 999 240 VERT(CL): 0.480 M 942 180 HORZ(LL): 0.074 I - - HORZ(TL): 0.178 I - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.929 Max Web CSI: 0.589 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ER Ply: 1SEQN: 74885 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T325 DrwNo: 167.23.1313.27960 RDF / RTT 06/16/2023 T2 B2 38' 6'11"13 6'11"13 13'7"11 6'7"14 16'4"4 2'8"9 21'7"12 5'3"8 24'4"5 2'8"9 31'0"3 6'7"14 38' 6'11"13 6'11"13 6'11"13 13'1"6 6'1"10 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'0"3 6'1"10 38' 6'11"131'2"1'2" 4"13"86'0"46'5"13A B C D EFG H I J KLMNOPQ 5 12 3X10(A1)1.5X3 3X4 3X8 4X6 3X4 3X6 2X32X3H0308 3X6 3X4 4X6 3X8 3X4 1.5X3 3X10(A1) 19' 90# 19' $%Lbl:3ER?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 38.00 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2252 /- /- /1325 /- /114 K 2130 /- /- /1241 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) K Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 282 -4567 C - D 335 - 3762 D - F 409 - 3366 F - G 397 - 3738 Chords Tens. Comp. G - I 409 -3371 I - J 335 -3768 J - K 287 -4593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4112 - 211 R - Q 4108 - 213 Q - P 3731 - 148 P - O 3723 - 175 O - N 2711 - 53 Chords Tens. Comp. O - N 1011 - 107 N - M 3731 - 146 M - L 4136 -178 L - K 4139 - 176 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 63 -821 Q - D 1095 - 81 Q - F 144 - 994 Webs Tens. Comp. G - M 142 - 985 I - M 1097 - 82 M - J 68 -847 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.33 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.232 O 999 240 VERT(CL): 0.532 N 850 180 HORZ(LL): 0.085 K - - HORZ(TL): 0.205 K - - Creep Factor: 2.0 Max TC CSI: 0.980 Max BC CSI: 0.984 Max Web CSI: 0.662 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ES Ply: 1SEQN: 74886 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T326 DrwNo: 167.23.1313.50357 RDF / RTT 06/16/2023 T2 B2 38' 6'10"10 6'10"10 13'8" 6'9"6 16'4"4 2'8"4 21'7"12 5'3"8 22'4"5 8"9 24'10"10 2'6"5 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2" 4"13"86'10"47'3"13A B C D E FGHI J K LMNOPQR 5 12 4X8(A2)1.5X3 4X8 5X6 3X6 2X3 H0308 3X6 5X6 4X8 1.5X3 4X8(A2) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 38.00 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2252 /- /- /1325 /- /114 K 2130 /- /- /1241 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) K Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 282 -4567 C - D 335 - 3762 D - F 409 - 3366 F - G 397 - 3738 Chords Tens. Comp. G - I 409 -3371 I - J 335 -3768 J - K 287 -4593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4112 - 211 R - Q 4108 - 213 Q - P 3731 - 148 P - O 3723 - 175 O - N 2711 - 53 Chords Tens. Comp. O - N 1011 - 107 N - M 3731 - 146 M - L 4136 -178 L - K 4139 - 176 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 63 -821 Q - D 1095 - 81 Q - F 144 - 994 Webs Tens. Comp. G - M 142 - 985 I - M 1097 - 82 M - J 68 -847 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.33 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.232 O 999 240 VERT(CL): 0.532 N 850 180 HORZ(LL): 0.085 K - - HORZ(TL): 0.205 K - - Creep Factor: 2.0 Max TC CSI: 0.980 Max BC CSI: 0.984 Max Web CSI: 0.662 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ES Ply: 1SEQN: 74886 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T326 DrwNo: 167.23.1313.50357 RDF / RTT 06/16/2023 T2 B2 38' 6'10"10 6'10"10 13'8" 6'9"6 16'4"4 2'8"4 21'7"12 5'3"8 22'4"5 8"9 24'10"10 2'6"5 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2" 4"13"86'10"47'3"13A B C D E FGHI J K LMNOPQR 5 12 4X8(A2)1.5X3 4X8 5X6 3X6 2X3 H0308 3X6 5X6 4X8 1.5X3 4X8(A2) 19' 90# 19' $%Lbl:3ES?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); T3,T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 38.00 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace TC below filler at 24" oc. (D-G) In lieu of structural panels use purlins to brace all sloping TC @ 24" oc; all flat TC @ 24" oc. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2252 /- /- /1327 /- /128 I 2130 /- /- /1243 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) I Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 122 -4571 C - D 176 - 3756 D - E 116 - 1381 Chords Tens. Comp. F - G 117 -1381 G - H 176 -3761 H - I 129 -4597 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4116 -46 P - O 4113 -48 O - N 3328 0 N - M 3396 - 34 M - L 2423 0 Chords Tens. Comp. M - L 973 -41 L - K 3328 0 K - J 4140 -32 J - I 4144 -30 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 63 -843 O - D 497 0 D - Q 167 - 2180 Q - R 138 - 2155 R - S 137 - 2164 Webs Tens. Comp. E - F 121 -1171 S - T 139 -2155 T - G 168 -2184 G - K 498 0 K - H 70 -869 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.88 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.211 M 999 240 VERT(CL): 0.482 L 939 180 HORZ(LL): 0.083 I - - HORZ(TL): 0.199 I - - Creep Factor: 2.0 Max TC CSI: 0.899 Max BC CSI: 0.971 Max Web CSI: 0.679 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ET Ply: 1SEQN: 10857 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T327 DrwNo: 167.23.1346.16687 RDF / RTT 06/16/2023 T2 T3 T4 B2 18'3"8 1'5"18'3"8 38' 6'10"10 6'10"10 13'5"14 6'7"5 18'3"3 4'9"5 20'0"11 1'9"8 24'10"10 4'9"14 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2" 4"15'11"83"87'11"68'4"15A B C D EF G H I JKLMNOP QR ST 5 12 4X8(A2)1.5X3 3X8 5X16 3X6 1.5X3 2X3 2X3H0308 1.5X3 3X6 5X16 3X8 1.5X3 4X8(A2) 19' 90# 18'3"3 29# 8"1377#8"13 29# 18'3"3 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #1&Bet.(g) T2 2x6 DF-L #2(g); T3,T4 2x4 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 91 plf at -1.28 to 91 plf at 38.00 BC: From 5 plf at -1.28 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.62 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 6-6-8 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Purlins Laterally brace TC below filler at 24" oc. (D-G) In lieu of structural panels use purlins to brace all sloping TC @ 24" oc; all flat TC @ 24" oc. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2252 /- /- /1327 /- /128 I 2130 /- /- /1243 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) I Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 122 -4571 C - D 176 - 3756 D - E 116 - 1381 Chords Tens. Comp. F - G 117 -1381 G - H 176 -3761 H - I 129 -4597 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4116 -46 P - O 4113 -48 O - N 3328 0 N - M 3396 - 34 M - L 2423 0 Chords Tens. Comp. M - L 973 -41 L - K 3328 0 K - J 4140 -32 J - I 4144 -30 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 63 -843 O - D 497 0 D - Q 167 - 2180 Q - R 138 - 2155 R - S 137 - 2164 Webs Tens. Comp. E - F 121 -1171 S - T 139 -2155 T - G 168 -2184 G - K 498 0 K - H 70 -869 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.88 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.211 M 999 240 VERT(CL): 0.482 L 939 180 HORZ(LL): 0.083 I - - HORZ(TL): 0.199 I - - Creep Factor: 2.0 Max TC CSI: 0.899 Max BC CSI: 0.971 Max Web CSI: 0.679 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3ET Ply: 1SEQN: 10857 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T327 DrwNo: 167.23.1346.16687 RDF / RTT 06/16/2023 T2 T3 T4 B2 18'3"8 1'5"18'3"8 38' 6'10"10 6'10"10 13'5"14 6'7"5 18'3"3 4'9"5 20'0"11 1'9"8 24'10"10 4'9"14 31'1"6 6'2"13 38' 6'10"10 6'10"10 6'10"10 13'1"6 6'2"13 16'6" 3'4"10 20' 3'6" 21'6" 1'6" 24'10"10 3'4"10 31'1"6 6'2"13 38' 6'10"101'2" 4"15'11"83"87'11"68'4"15A B C D EF G H I JKLMNOP QR ST 5 12 4X8(A2)1.5X3 3X8 5X16 3X6 1.5X3 2X3 2X3H0308 1.5X3 3X6 5X16 3X8 1.5X3 4X8(A2) 19' 90# 18'3"3 29# 8"1377#8"13 29# 18'3"3 19' $%Lbl:3ET?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (D-K) 68 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1954 /- /- /1147 /- /112 M 1848 /- /- /1074 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) M Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 33 -3986 C - D 75 - 3326 D - E 0 -1594 E - F 0 -1559 Chords Tens. Comp. I - J 47 - 1559 J - K 27 -1594 K - L 89 -3331 L - M 54 - 4011 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 3595 -19 T - S 3592 - 20 S - R 3010 0 R - Q 3004 - 45 Q - P 2200 0 Chords Tens. Comp. Q - P 803 -45 P - O 3010 0 O - N 3617 0 N - M 3620 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 56 -683 S - D 489 0 D - U 164 - 1549 U - V 161 - 1563 F - W 42 - 1418 V - X 119 -1603 Webs Tens. Comp. W - I 42 -1418 X - Y 119 -1603 Y - Z 154 -1567 Z - K 153 -1553 K - O 499 0 O - L 59 -709 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.86 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.193 X 999 240 VERT(CL): 0.450 R 999 180 HORZ(LL): 0.072 M - - HORZ(TL): 0.175 M - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.890 Max Web CSI: 0.495 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EU Ply: 1SEQN: 74888 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T329 DrwNo: 167.23.1315.10160 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 13'5"14 5"14 18'2"3 4'8"5 25'6"10 7'4"7 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2" 4"15'11"83"87'10"158'4"9A B C D E F GH I J K L M NOPQRST UV W XYZ 5 12 3X10(A1)1.5X3 3X4 3X8 1.5X4 3X4 3X4 2X3 1.5X31.5X3 2X3 3X4 3X4 1.5X4 3X8 3X4 1.5X3 3X10(B1) 19' 90# 19' **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 BC: 90 lb Conc. Load at 19.00 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (D-K) 68 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1954 /- /- /1147 /- /112 M 1848 /- /- /1074 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.1 (Truss) M Brg Wid = 3.5 Min Req = 2.0 (Truss) Bearings B & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 33 -3986 C - D 75 - 3326 D - E 0 -1594 E - F 0 -1559 Chords Tens. Comp. I - J 47 - 1559 J - K 27 -1594 K - L 89 -3331 L - M 54 - 4011 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 3595 -19 T - S 3592 - 20 S - R 3010 0 R - Q 3004 - 45 Q - P 2200 0 Chords Tens. Comp. Q - P 803 -45 P - O 3010 0 O - N 3617 0 N - M 3620 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - S 56 -683 S - D 489 0 D - U 164 - 1549 U - V 161 - 1563 F - W 42 - 1418 V - X 119 -1603 Webs Tens. Comp. W - I 42 -1418 X - Y 119 -1603 Y - Z 154 -1567 Z - K 153 -1553 K - O 499 0 O - L 59 -709 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.86 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.193 X 999 240 VERT(CL): 0.450 R 999 180 HORZ(LL): 0.072 M - - HORZ(TL): 0.175 M - - Creep Factor: 2.0 Max TC CSI: 0.988 Max BC CSI: 0.890 Max Web CSI: 0.495 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EU Ply: 1SEQN: 74888 SPEC FROM: KD Cust: R 6852 JRef:1XQK68520002 T329 DrwNo: 167.23.1315.10160 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 13'5"14 5"14 18'2"3 4'8"5 25'6"10 7'4"7 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2" 4"15'11"83"87'10"158'4"9A B C D E F GH I J K L M NOPQRST UV W XYZ 5 12 3X10(A1)1.5X3 3X4 3X8 1.5X4 3X4 3X4 2X3 1.5X31.5X3 2X3 3X4 3X4 1.5X4 3X8 3X4 1.5X3 3X10(B1) 19' 90# 19' $%Lbl:3EU?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 16.18 TC: From 2 plf at 16.18 to 2 plf at 21.82 TC: From 79 plf at 21.82 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 TC: 111 lb Conc. Load at 16.18,21.82 TC: 505 lb Conc. Load at 19.00 BC: 90 lb Conc. Load at 19.08 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (D-G) 52 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes California hip common load case modified Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2101 /- /- /182 /- /- I 1995 /- /- /181 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.2 (Truss) I Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 144 -4348 C - D 189 - 3705 D - E 73 - 1641 Chords Tens. Comp. F - G 76 - 1641 G - H 190 -3712 H - I 149 -4374 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3927 -79 P - O 3924 -81 O - N 3468 - 29 N - M 3461 - 44 M - L 2518 0 Chords Tens. Comp. M - L 942 -48 L - K 3468 - 28 K - J 3951 -65 J - I 3953 -63 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 52 -659 O - D 626 - 7 O - R 86 -530 D - Q 184 - 1882 Q - E 396 - 2 Q - R 182 - 1899 E - S 78 -1429 R - T 172 - 2046 S - T 61 -565 Webs Tens. Comp. S - F 78 -1429 T - U 172 -2046 U - V 185 -1904 U - K 91 -522 F - V 396 -2 V - G 186 -1887 G - K 628 -7 K - H 58 -682 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.44 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.237 T 999 240 VERT(CL): 0.568 T 796 180 HORZ(LL): 0.081 I - - HORZ(TL): 0.194 I - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.911 Max Web CSI: 0.476 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EV Ply: 1SEQN: 10865 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T330 DrwNo: 167.23.1351.06343 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 16'2"8 3'2"8 21'9"13 5'7"5 25'6"10 3'8"13 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2" 4"13"87'0"157'6"9A B C D EF G H I JKLMNOP QR S TUV 5 12 3X10(A1)1.5X3 3X8 3X6 3X6 2X3 1.5X31.5X3 2X3H0308 3X6 3X6 3X8 1.5X3 3X10(B1)(I) 16'2"3 111# 2'9"13 505# 19'0"15 90# 2'9"13 111# 16'2"3 18'11"1 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) B2 2x6 DF-L #2(g); Webs 2x4 DF-L Standard(g) Filler 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 79 plf at -1.28 to 79 plf at 16.18 TC: From 2 plf at 16.18 to 2 plf at 21.82 TC: From 79 plf at 21.82 to 79 plf at 38.00 BC: From 4 plf at -1.28 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 38.00 TC: 111 lb Conc. Load at 16.18,21.82 TC: 505 lb Conc. Load at 19.00 BC: 90 lb Conc. Load at 19.08 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC (D-G) 52 12.39 25.61 TC 77 15.80 22.20 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes California hip common load case modified Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2101 /- /- /182 /- /- I 1995 /- /- /181 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.2 (Truss) I Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 144 -4348 C - D 189 - 3705 D - E 73 - 1641 Chords Tens. Comp. F - G 76 - 1641 G - H 190 -3712 H - I 149 -4374 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3927 -79 P - O 3924 -81 O - N 3468 - 29 N - M 3461 - 44 M - L 2518 0 Chords Tens. Comp. M - L 942 -48 L - K 3468 - 28 K - J 3951 -65 J - I 3953 -63 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 52 -659 O - D 626 - 7 O - R 86 -530 D - Q 184 - 1882 Q - E 396 - 2 Q - R 182 - 1899 E - S 78 -1429 R - T 172 - 2046 S - T 61 -565 Webs Tens. Comp. S - F 78 -1429 T - U 172 -2046 U - V 185 -1904 U - K 91 -522 F - V 396 -2 V - G 186 -1887 G - K 628 -7 K - H 58 -682 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.44 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.237 T 999 240 VERT(CL): 0.568 T 796 180 HORZ(LL): 0.081 I - - HORZ(TL): 0.194 I - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.911 Max Web CSI: 0.476 VIEW Ver: 23.01.01.0530.11 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EV Ply: 1SEQN: 10865 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T330 DrwNo: 167.23.1351.06343 RDF / RTT 06/16/2023 T2 B2 16'2"8 5'7"16'2"8 38' 6'6"10 6'6"10 13' 6'5"6 16'2"8 3'2"8 21'9"13 5'7"5 25'6"10 3'8"13 31'5"6 5'10"13 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'6" 4'0"10 20' 3'6" 21'6" 1'6" 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2" 4"13"87'0"157'6"9A B C D EF G H I JKLMNOP QR S TUV 5 12 3X10(A1)1.5X3 3X8 3X6 3X6 2X3 1.5X31.5X3 2X3H0308 3X6 3X6 3X8 1.5X3 3X10(B1)(I) 16'2"3 111# 2'9"13 505# 19'0"15 90# 2'9"13 111# 16'2"3 18'11"1 $%Lbl:3EV?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EV Ply: 1 Qty: 1 SEQN: 10865 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T330 DrwNo: 167.23.1351.06343 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EV Ply: 1 Qty: 1 SEQN: 10865 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T330 DrwNo: 167.23.1351.06343 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 38 14.88 23.13 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2208 /- /- /1674 /- /2401 J 2102 /- /- /1674 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) J Brg Wid = 3.5 Min Req = 2.2 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 274 -3346 B - C 196 -4640 C - D 240 - 4231 D - E 262 - 3700 Chords Tens. Comp. F - G 274 -3342 G - H 263 -3701 H - I 242 -4243 I - J 202 -4672 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4205 - 143 R - Q 4204 - 145 Q - P 3832 - 123 P - O 3792 -73 O - N 3792 - 73 Chords Tens. Comp. N - M 3792 - 73 M - L 3842 -101 L - K 4237 - 128 K - J 4238 -126 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 32 -504 Q - D 432 0 D - P 79 -669 P - E 1131 -44 P - F 67 -749 Webs Tens. Comp. F - M 66 -756 G - M 1152 - 44 M - H 80 -689 H - L 436 0 L - I 40 -517 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.16 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.254 O 999 240 VERT(CL): 0.587 O 771 180 HORZ(LL): 0.094 J - - HORZ(TL): 0.214 J - - Creep Factor: 2.0 Max TC CSI: 0.981 Max BC CSI: 0.955 Max Web CSI: 0.729 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EW Ply: 1SEQN: 74983 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T362 DrwNo: 167.23.1316.01267 RDF / RTT 06/16/2023 38' 5'3"5 5'3"5 9'10"13 4'7"8 14'10"3 4'11"6 19' 4'1"13 23'1"13 4'1"13 28'1"3 4'11"6 32'8"11 4'7"8 38' 5'3"5 5'3"5 5'3"5 9'10"13 4'7"8 14'6"5 4'7"8 19' 4'5"11 23'5"11 4'5"11 28'1"3 4'7"8 32'8"11 4'7"8 38' 5'3"51'2" 4"16'6"56'11"14A B C D E FG H I J KLMNOPQR 5 12 4X8(A2)1.5X3 3X4 3X4 3X4 3X8 5X6 3X8 1.5X3H0308 5X6 3X8 3X4 3X4 3X4 1.5X3 4X8(A2) 14'10"3 158# 4' 442#3"10 442# 4' 158# 14'10"3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 38 14.88 23.13 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2208 /- /- /1674 /- /2401 J 2102 /- /- /1674 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) J Brg Wid = 3.5 Min Req = 2.2 (Truss) Bearings B & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. E - F 274 -3346 B - C 196 -4640 C - D 240 - 4231 D - E 262 - 3700 Chords Tens. Comp. F - G 274 -3342 G - H 263 -3701 H - I 242 -4243 I - J 202 -4672 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 4205 - 143 R - Q 4204 - 145 Q - P 3832 - 123 P - O 3792 -73 O - N 3792 - 73 Chords Tens. Comp. N - M 3792 - 73 M - L 3842 -101 L - K 4237 - 128 K - J 4238 -126 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 32 -504 Q - D 432 0 D - P 79 -669 P - E 1131 -44 P - F 67 -749 Webs Tens. Comp. F - M 66 -756 G - M 1152 - 44 M - H 80 -689 H - L 436 0 L - I 40 -517 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.16 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.254 O 999 240 VERT(CL): 0.587 O 771 180 HORZ(LL): 0.094 J - - HORZ(TL): 0.214 J - - Creep Factor: 2.0 Max TC CSI: 0.981 Max BC CSI: 0.955 Max Web CSI: 0.729 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EW Ply: 1SEQN: 74983 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T362 DrwNo: 167.23.1316.01267 RDF / RTT 06/16/2023 38' 5'3"5 5'3"5 9'10"13 4'7"8 14'10"3 4'11"6 19' 4'1"13 23'1"13 4'1"13 28'1"3 4'11"6 32'8"11 4'7"8 38' 5'3"5 5'3"5 5'3"5 9'10"13 4'7"8 14'6"5 4'7"8 19' 4'5"11 23'5"11 4'5"11 28'1"3 4'7"8 32'8"11 4'7"8 38' 5'3"51'2" 4"16'6"56'11"14A B C D E FG H I J KLMNOPQR 5 12 4X8(A2)1.5X3 3X4 3X4 3X4 3X8 5X6 3X8 1.5X3H0308 5X6 3X8 3X4 3X4 3X4 1.5X3 4X8(A2) 14'10"3 158# 4' 442#3"10 442# 4' 158# 14'10"3 $%Lbl:3EW?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2400 # ( 63.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2400 63.16 TC 0.00 38.00 2400 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EW Ply: 1 Qty: 1 SEQN: 74983 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T362 DrwNo: 167.23.1316.01267 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2400 # ( 63.16 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2400 63.16 TC 0.00 38.00 2400 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EW Ply: 1 Qty: 1 SEQN: 74983 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T362 DrwNo: 167.23.1316.01267 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 13.00 25.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 0" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2282 /- /- /163 /- /- I 2176 /- /- /161 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) I Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 300 - 3746 B - C 248 -4796 C - D 281 - 4168 E - F 316 -4477 Chords Tens. Comp. F - G 301 -3742 G - H 282 -4168 H - I 253 -4823 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4339 - 179 P - O 4337 - 181 O - N 4473 - 139 N - M 4492 - 121 Chords Tens. Comp. M - L 4492 -121 L - K 4492 - 121 K - J 4366 -163 J - I 4368 -161 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 68 -652 O - D 1332 - 43 O - E 84 - 1197 Webs Tens. Comp. F - K 83 - 1209 G - K 1344 - 43 K - H 72 -675 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.77 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.273 L 999 240 VERT(CL): 0.627 L 721 180 HORZ(LL): 0.102 I - - HORZ(TL): 0.234 I - - Creep Factor: 2.0 Max TC CSI: 0.964 Max BC CSI: 0.970 Max Web CSI: 0.842 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EX Ply: 1SEQN: 74891 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T332 DrwNo: 167.23.1317.25880 RDF / RTT 06/16/2023 T2 38' 6'6"10 6'6"10 12'11"11 6'5"1 16'2"8 3'2"13 21'6" 5'3"8 25'0"5 3'6"5 31'5"6 6'5"1 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'2"8 3'9"2 21'6" 5'3"8 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2" 4"15'8"156'2"8A B C D EFG H I JKLMNOP 5 12 3X12(B3)1.5X3 3X4 4X8 5X6 3X4 3X4 H0310 4X8 1.5X3 3X12 4X8 3X4 1.5X3 3X12(B3) 12'11"11 158# 4' 442# 4'0"10 442# 4' 158# 12'11"11 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) T2 2x6 DF-L #2(g); Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 13.00 25.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 0" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 2282 /- /- /163 /- /- I 2176 /- /- /161 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.4 (Truss) I Brg Wid = 3.5 Min Req = 2.3 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 300 - 3746 B - C 248 -4796 C - D 281 - 4168 E - F 316 -4477 Chords Tens. Comp. F - G 301 -3742 G - H 282 -4168 H - I 253 -4823 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4339 - 179 P - O 4337 - 181 O - N 4473 - 139 N - M 4492 - 121 Chords Tens. Comp. M - L 4492 -121 L - K 4492 - 121 K - J 4366 -163 J - I 4368 -161 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 68 -652 O - D 1332 - 43 O - E 84 - 1197 Webs Tens. Comp. F - K 83 - 1209 G - K 1344 - 43 K - H 72 -675 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.77 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.80 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.273 L 999 240 VERT(CL): 0.627 L 721 180 HORZ(LL): 0.102 I - - HORZ(TL): 0.234 I - - Creep Factor: 2.0 Max TC CSI: 0.964 Max BC CSI: 0.970 Max Web CSI: 0.842 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EX Ply: 1SEQN: 74891 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T332 DrwNo: 167.23.1317.25880 RDF / RTT 06/16/2023 T2 38' 6'6"10 6'6"10 12'11"11 6'5"1 16'2"8 3'2"13 21'6" 5'3"8 25'0"5 3'6"5 31'5"6 6'5"1 38' 6'6"10 6'6"10 6'6"10 12'5"6 5'10"13 16'2"8 3'9"2 21'6" 5'3"8 25'6"10 4'0"10 31'5"6 5'10"13 38' 6'6"101'2" 4"15'8"156'2"8A B C D EFG H I JKLMNOP 5 12 3X12(B3)1.5X3 3X4 4X8 5X6 3X4 3X4 H0310 4X8 1.5X3 3X12 4X8 3X4 1.5X3 3X12(B3) 12'11"11 158# 4' 442# 4'0"10 442# 4' 158# 12'11"11 $%Lbl:3EX?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1896 /- /- /1131 /- /75 I 1788 /- /- /1055 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 305 - 2946 B - C 270 -3865 C - D 294 - 3291 E - F 339 -3578 Chords Tens. Comp. F - G 303 -2914 G - H 292 -3252 H - I 265 -3715 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3489 - 209 P - O 3487 - 211 O - N 3597 - 187 N - M 3597 - 187 Chords Tens. Comp. M - L 3597 -187 L - K 3572 - 168 K - J 3338 -184 J - I 3337 -182 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 71 -617 O - D 949 - 39 O - E 102 - 876 Webs Tens. Comp. F - K 103 - 897 G - K 931 -41 K - H 68 -521 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.50 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.232 L 999 240 VERT(CL): 0.549 L 818 180 HORZ(LL): 0.081 I - - HORZ(TL): 0.191 I - - Creep Factor: 2.0 Max TC CSI: 0.955 Max BC CSI: 0.963 Max Web CSI: 0.736 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EY Ply: 1SEQN: 74892 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T333 DrwNo: 167.23.1317.30357 RDF / RTT 06/16/2023 37'8"8 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 37'8"8 5'8"5 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 37'8"8 5'8"51'2" 4"1 5"85'2"45'7"13A B C D EFG H I JKLMNOP 5 12 3X10(A1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 5X6(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 35 11.67 26.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1896 /- /- /1131 /- /75 I 1788 /- /- /1055 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) I Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 305 - 2946 B - C 270 -3865 C - D 294 - 3291 E - F 339 -3578 Chords Tens. Comp. F - G 303 -2914 G - H 292 -3252 H - I 265 -3715 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3489 - 209 P - O 3487 - 211 O - N 3597 - 187 N - M 3597 - 187 Chords Tens. Comp. M - L 3597 -187 L - K 3572 - 168 K - J 3338 -184 J - I 3337 -182 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 71 -617 O - D 949 - 39 O - E 102 - 876 Webs Tens. Comp. F - K 103 - 897 G - K 931 -41 K - H 68 -521 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.50 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.232 L 999 240 VERT(CL): 0.549 L 818 180 HORZ(LL): 0.081 I - - HORZ(TL): 0.191 I - - Creep Factor: 2.0 Max TC CSI: 0.955 Max BC CSI: 0.963 Max Web CSI: 0.736 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EY Ply: 1SEQN: 74892 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T333 DrwNo: 167.23.1317.30357 RDF / RTT 06/16/2023 37'8"8 5'11"13 5'11"13 11'7"11 5'7"14 16'4"11 4'9" 21'7"5 5'2"10 26'4"5 4'9" 32'0"3 5'7"14 37'8"8 5'8"5 5'11"13 5'11"13 11'3"13 5'4" 16'4"11 5'0"14 21'7"5 5'2"10 26'8"3 5'0"14 32'0"3 5'4" 37'8"8 5'8"51'2" 4"1 5"85'2"45'7"13A B C D EFG H I JKLMNOP 5 12 3X10(A1)1.5X3 3X4 3X8 5X6 3X8 1.5X3 H0308 3X4 3X4 5X6 3X8 3X4 1.5X3 5X6(B1) $%Lbl:3EY?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 9.67 28.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1896 /- /- /1124 /- /63 J 1788 /- /- /1048 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 308 - 3146 B - C 329 -3891 C - D 300 - 3495 E - F 388 -4174 Chords Tens. Comp. F - G 386 -4150 G - H 304 -3078 H - I 296 -3415 I - J 323 -3750 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3523 - 272 P - O 4151 - 262 O - N 4461 - 266 N - M 4461 - 266 Chords Tens. Comp. M - L 4461 -266 L - K 4124 - 237 K - J 3371 -244 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 103 - 400 P - D 1083 -42 P - E 145 -1289 O - F 47 -424 Webs Tens. Comp. F - L 48 -444 L - G 385 0 G - K 147 -1341 H - K 1037 - 43 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.08 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.280 N 999 240 VERT(CL): 0.663 N 677 180 HORZ(LL): 0.081 J - - HORZ(TL): 0.190 J - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.809 Max Web CSI: 0.867 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EZ Ply: 1SEQN: 74893 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T334 DrwNo: 167.23.1317.33897 RDF / RTT 06/16/2023 37'8"8 4'11"13 4'11"13 9'7"11 4'7"14 14'1" 4'5"5 19' 4'11" 23'11" 4'11" 28'4"5 4'5"5 33'0"3 4'7"14 37'8"8 4'8"5 9'3"13 9'3"13 14'1" 4'9"4 19' 4'11" 23'11" 4'11" 28'8"3 4'9"4 37'8"8 9'0"51'2" 4"1 5"84'4"44'9"13A B C D EFGH I J KLMNOP 5 12 3X10(A1) 1.5X3 3X10 5X6 4X4 3X4 3X8 1.5X3H0308 3X4 4X4 5X6 4X8 1.5X3 5X6(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 9.67 28.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1896 /- /- /1124 /- /63 J 1788 /- /- /1048 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 2.0 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. D - E 308 - 3146 B - C 329 -3891 C - D 300 - 3495 E - F 388 -4174 Chords Tens. Comp. F - G 386 -4150 G - H 304 -3078 H - I 296 -3415 I - J 323 -3750 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 3523 - 272 P - O 4151 - 262 O - N 4461 - 266 N - M 4461 - 266 Chords Tens. Comp. M - L 4461 -266 L - K 4124 - 237 K - J 3371 -244 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 103 - 400 P - D 1083 -42 P - E 145 -1289 O - F 47 -424 Webs Tens. Comp. F - L 48 -444 L - G 385 0 G - K 147 -1341 H - K 1037 - 43 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.08 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.77 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.280 N 999 240 VERT(CL): 0.663 N 677 180 HORZ(LL): 0.081 J - - HORZ(TL): 0.190 J - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.809 Max Web CSI: 0.867 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3EZ Ply: 1SEQN: 74893 CHIP FROM: KD Cust: R 6852 JRef:1XQK68520002 T334 DrwNo: 167.23.1317.33897 RDF / RTT 06/16/2023 37'8"8 4'11"13 4'11"13 9'7"11 4'7"14 14'1" 4'5"5 19' 4'11" 23'11" 4'11" 28'4"5 4'5"5 33'0"3 4'7"14 37'8"8 4'8"5 9'3"13 9'3"13 14'1" 4'9"4 19' 4'11" 23'11" 4'11" 28'8"3 4'9"4 37'8"8 9'0"51'2" 4"1 5"84'4"44'9"13A B C D EFGH I J KLMNOP 5 12 3X10(A1) 1.5X3 3X10 5X6 4X4 3X4 3X8 1.5X3H0308 3X4 4X4 5X6 4X8 1.5X3 5X6(B1) $%Lbl:3EZ?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 80.01 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 80.01 TC 0.00 10.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. (S) 2x4 x 5'4" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 702 /- /- /675 /3 /800 J 623 /- /- /328 /9 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 400 -1190 Chords Tens. Comp. F - I 365 - 428 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 757 - 163 Chords Tens. Comp. M - J 739 -158 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - F 378 -58 Webs Tens. Comp. F - J 183 - 854 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 O 999 240 VERT(CL): 0.080 O 999 180 HORZ(LL): 0.009 D - - HORZ(TL): 0.032 D - - Creep Factor: 2.0 Max TC CSI: 0.306 Max BC CSI: 0.393 Max Web CSI: 0.587 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3F Ply: 1SEQN: 74896 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T317 DrwNo: 167.23.1321.20700 RDF / RTT 06/16/2023 10' 2'1'4" (TYP) 5'3"14 5'3"14 10' 4'8"2 5'3"14 5'3"14 10' 4'8"21'2" 4"1 4'6"14'11"10A B F I JM 5 12 3X4(A1)1.5X4 3X4 3X4 (S) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 80.01 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 80.01 TC 0.00 10.00 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. (S) 2x4 x 5'4" DF-L #2 or better field applied scab required to allow notches 1.5" deep. Align scab 1.5" below top edge and attach to one face of truss with 10d nails (0.128"x3") at 6" o/c. Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 702 /- /- /675 /3 /800 J 623 /- /- /328 /9 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) J Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 400 -1190 Chords Tens. Comp. F - I 365 - 428 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 757 - 163 Chords Tens. Comp. M - J 739 -158 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - F 378 -58 Webs Tens. Comp. F - J 183 - 854 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 O 999 240 VERT(CL): 0.080 O 999 180 HORZ(LL): 0.009 D - - HORZ(TL): 0.032 D - - Creep Factor: 2.0 Max TC CSI: 0.306 Max BC CSI: 0.393 Max Web CSI: 0.587 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3F Ply: 1SEQN: 74896 GABL FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T317 DrwNo: 167.23.1321.20700 RDF / RTT 06/16/2023 10' 2'1'4" (TYP) 5'3"14 5'3"14 10' 4'8"2 5'3"14 5'3"14 10' 4'8"21'2" 4"1 4'6"14'11"10A B F I JM 5 12 3X4(A1)1.5X4 3X4 3X4 (S) $%Lbl:3F?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3F Ply: 1 Qty: 1 SEQN: 74896 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T317 DrwNo: 167.23.1321.20700 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3F Ply: 1 Qty: 1 SEQN: 74896 GABL FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T317 DrwNo: 167.23.1321.20700 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 592 /- /- /379 /- /96 E 517 /- /- /300 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 17 -701 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 608 - 135 Chords Tens. Comp. F - E 594 - 137 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 153 - 664 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 F 999 240 VERT(CL): 0.024 B 999 180 HORZ(LL): 0.003 E - - HORZ(TL): 0.011 B - - Creep Factor: 2.0 Max TC CSI: 0.370 Max BC CSI: 0.527 Max Web CSI: 0.285 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3F1 Ply: 1SEQN: 74895 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T316 DrwNo: 167.23.1321.23837 RDF / RTT 06/16/2023 10' 5'3"14 5'3"14 10' 4'8"2 5'3"14 5'3"14 10' 4'8"21'2" 4"1 4'6"14'11"10A B C D EF 5 12 3X4(A1)1.5X3 3X4 1.5X3 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 592 /- /- /379 /- /96 E 517 /- /- /300 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 17 -701 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 608 - 135 Chords Tens. Comp. F - E 594 - 137 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 153 - 664 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 F 999 240 VERT(CL): 0.024 B 999 180 HORZ(LL): 0.003 E - - HORZ(TL): 0.011 B - - Creep Factor: 2.0 Max TC CSI: 0.370 Max BC CSI: 0.527 Max Web CSI: 0.285 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3F1 Ply: 1SEQN: 74895 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T316 DrwNo: 167.23.1321.23837 RDF / RTT 06/16/2023 10' 5'3"14 5'3"14 10' 4'8"2 5'3"14 5'3"14 10' 4'8"21'2" 4"1 4'6"14'11"10A B C D EF 5 12 3X4(A1)1.5X3 3X4 1.5X3 3X4 $%Lbl:3F1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2000 # ( 230.82 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 230.82 TC 0.00 8.67 2000 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 537 /- /- /869 /286 /2000 F 541 /- /- /869 /286 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 805 -1361 Chords Tens. Comp. C - D 807 -1363 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 1979 - 1953 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 311 - 837 B - G 1195 - 759 Webs Tens. Comp. G - D 1220 - 784 D - F 314 - 839 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 240 VERT(CL): 0.012 G 999 180 HORZ(LL): 0.019 C - - HORZ(TL): 0.024 C - - Creep Factor: 2.0 Max TC CSI: 0.186 Max BC CSI: 0.406 Max Web CSI: 0.387 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3G Ply: 1SEQN: 74898 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T319 DrwNo: 167.23.1321.27690 RDF / RTT 06/16/2023 8'8" 4'4" 4'4" 8'8" 4'4" 4'4" 4'4" 8'8" 4'4"1'2"1'2"1'2'9"11A B C D E FGH 5 12 3X4 3X6 4X4 4X8 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2000 # ( 230.82 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 230.82 TC 0.00 8.67 2000 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 537 /- /- /869 /286 /2000 F 541 /- /- /869 /286 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 805 -1361 Chords Tens. Comp. C - D 807 -1363 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 1979 - 1953 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 311 - 837 B - G 1195 - 759 Webs Tens. Comp. G - D 1220 - 784 D - F 314 - 839 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 240 VERT(CL): 0.012 G 999 180 HORZ(LL): 0.019 C - - HORZ(TL): 0.024 C - - Creep Factor: 2.0 Max TC CSI: 0.186 Max BC CSI: 0.406 Max Web CSI: 0.387 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3G Ply: 1SEQN: 74898 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T319 DrwNo: 167.23.1321.27690 RDF / RTT 06/16/2023 8'8" 4'4" 4'4" 8'8" 4'4" 4'4" 4'4" 8'8" 4'4"1'2"1'2"1'2'9"11A B C D E FGH 5 12 3X4 3X6 4X4 4X8 3X4 3X6 $%Lbl:3G?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss transfers a maximum horizontal load of 2000 # ( 307.88 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 307.88 TC 0.00 6.50 2000 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 423 /- /- /1041 /684 /2000 D 429 /- /- /763 /406 /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1438 -1781 Chords Tens. Comp. B - C 408 -708 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 1977 - 1939 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 707 -1004 A - E 1573 -1347 Webs Tens. Comp. E - C 803 -478 C - D 419 - 763 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 E 999 240 VERT(CL): 0.009 E 999 180 HORZ(LL): -0.023 B - - HORZ(TL): 0.026 B - - Creep Factor: 2.0 Max TC CSI: 0.252 Max BC CSI: 0.385 Max Web CSI: 0.500 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3G1 Ply: 1SEQN: 74899 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T320 DrwNo: 167.23.1321.30587 RDF / RTT 06/16/2023 6'6" 4'4" 4'4" 6'6" 2'2" 4'4" 4'4" 6'6" 2'2"1'1'10"132'9"11A B C DEF 5 12 4X4 3X6 4X4 5X8 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss transfers a maximum horizontal load of 2000 # ( 307.88 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 307.88 TC 0.00 6.50 2000 BC 0.00 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 423 /- /- /1041 /684 /2000 D 429 /- /- /763 /406 /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1438 -1781 Chords Tens. Comp. B - C 408 -708 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 1977 - 1939 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 707 -1004 A - E 1573 -1347 Webs Tens. Comp. E - C 803 -478 C - D 419 - 763 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 E 999 240 VERT(CL): 0.009 E 999 180 HORZ(LL): -0.023 B - - HORZ(TL): 0.026 B - - Creep Factor: 2.0 Max TC CSI: 0.252 Max BC CSI: 0.385 Max Web CSI: 0.500 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3G1 Ply: 1SEQN: 74899 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T320 DrwNo: 167.23.1321.30587 RDF / RTT 06/16/2023 6'6" 4'4" 4'4" 6'6" 2'2" 4'4" 4'4" 6'6" 2'2"1'1'10"132'9"11A B C DEF 5 12 4X4 3X6 4X4 5X8 3X4 3X6 $%Lbl:3G1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 392 /- /- /146 /- /17 D 392 /- /- /144 /- /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 240 VERT(CL): 0.003 E 999 180 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.116 Max BC CSI: 0.256 Max Web CSI: 0.082 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3G2 Ply: 1SEQN: 74900 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T321 DrwNo: 167.23.1321.33290 RDF / RTT 06/16/2023 5'2" 3' 3' 5'2" 2'2" 3' 3' 5'2" 2'2"1'6"111'10"132'9"11A B C DEF 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 392 /- /- /146 /- /17 D 392 /- /- /144 /- /- Wind reactions based on MWFRS F Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 240 VERT(CL): 0.003 E 999 180 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.116 Max BC CSI: 0.256 Max Web CSI: 0.082 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3G2 Ply: 1SEQN: 74900 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T321 DrwNo: 167.23.1321.33290 RDF / RTT 06/16/2023 5'2" 3' 3' 5'2" 2'2" 3' 3' 5'2" 2'2"1'6"111'10"132'9"11A B C DEF 5 12 3X4 1.5X4 4X4 3X8 3X4 1.5X4 $%Lbl:3G2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 9.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 8 4.00 4.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 3-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 723 /- /- /81 /- /- G 723 /- /- /81 /- /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -424 Chords Tens. Comp. D - E 0 -420 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 C 999 240 VERT(CL): 0.009 C 999 180 HORZ(LL): 0.001 E - - HORZ(TL): 0.001 E - - Creep Factor: 2.0 Max TC CSI: 0.120 Max BC CSI: 0.156 Max Web CSI: 0.147 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3GA Ply: 2SEQN: 74897 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T318 DrwNo: 167.23.1321.54003 RDF / RTT 06/16/2023 2 Complete Trusses Required 8'8" 3'11"11 3'11"11 4'8"5 8"10 8'8" 3'11"11 3'7"13 3'7"13 5'0"3 1'4"6 8'8" 3'7"131'2"1'2"1'2'7"14A B C D E F GHIJ 5 12 3X4 1.5X3 3X8 3X4 6X8 3X4 3X4 1.5X3 161#161# **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 9.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 8 4.00 4.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading #1 hip with 3-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 723 /- /- /81 /- /- G 723 /- /- /81 /- /- Wind reactions based on MWFRS J Brg Wid = 3.5 Min Req = 1.5 (Truss) G Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings J & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -424 Chords Tens. Comp. D - E 0 -420 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 C 999 240 VERT(CL): 0.009 C 999 180 HORZ(LL): 0.001 E - - HORZ(TL): 0.001 E - - Creep Factor: 2.0 Max TC CSI: 0.120 Max BC CSI: 0.156 Max Web CSI: 0.147 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3GA Ply: 2SEQN: 74897 CHIP FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T318 DrwNo: 167.23.1321.54003 RDF / RTT 06/16/2023 2 Complete Trusses Required 8'8" 3'11"11 3'11"11 4'8"5 8"10 8'8" 3'11"11 3'7"13 3'7"13 5'0"3 1'4"6 8'8" 3'7"131'2"1'2"1'2'7"14A B C D E F GHIJ 5 12 3X4 1.5X3 3X8 3X4 6X8 3X4 3X4 1.5X3 161#161# $%Lbl:3GA?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3GA Ply: 2 Qty: 1 SEQN: 74897 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T318 DrwNo: 167.23.1321.54003 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Building designer is responsible for conventional framing. Top Chord overhang(s) may be field trimmed. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3GA Ply: 2 Qty: 1 SEQN: 74897 CHIP FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T318 DrwNo: 167.23.1321.54003 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support lower roof using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connec- tions shall be designed by the engineer of record.Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 208 /- /- /98 /- /7 R 813 /- /- /468 /- /- Wind reactions based on MWFRS B Brg Wid = 151 Min Req = - R Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & R are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - R 83 - 1013 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 603 0 U - T 603 0 Chords Tens. Comp. T - R 836 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V -AP 107 -1061 L -AP 586 - 26 Webs Tens. Comp. AP- T 391 0 AP- Q 58 -679 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. L -AK 0 -527 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.71 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 R 999 240 VERT(CL): 0.061 R 999 180 HORZ(LL): -0.005 R - - HORZ(TL): 0.024 R - - Creep Factor: 2.0 Max TC CSI: 0.687 Max BC CSI: 0.826 Max Web CSI: 0.572 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3H Ply: 1SEQN: 74901 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T133 DrwNo: 167.23.1325.07223 RDF / RTT 06/16/2023 25'4" 2'1'4" (TYP) 6'7"14 6'7"14 12'8" 6'0"2 18'6"7 5'10"7 25'4" 6'9"9 8'7"15 8'7"15 12'7"4 3'11"5 16'8"1 4'0"13 25'4" 8'7"151'2"1'2" 4"15'7"66'0"158'9"2 A B G L Q R S TUV Y AK AP 5 12 3X4(A1) 8X8 1.5X4(**) 4X8(R1) 3X43X4 3X4 3X4(A1) (NNL) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11530ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support lower roof using sistered truss or nailer at edge of lower roof diaphragm. All diaphragms, braces, and connec- tions shall be designed by the engineer of record.Top chord may be notched 1.5" deep x 3.5" wide periodically along top edge, only in the area above the let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, at plates, or in overhang or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 208 /- /- /98 /- /7 R 813 /- /- /468 /- /- Wind reactions based on MWFRS B Brg Wid = 151 Min Req = - R Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & R are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - R 83 - 1013 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 603 0 U - T 603 0 Chords Tens. Comp. T - R 836 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. V -AP 107 -1061 L -AP 586 - 26 Webs Tens. Comp. AP- T 391 0 AP- Q 58 -679 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. L -AK 0 -527 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.71 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 R 999 240 VERT(CL): 0.061 R 999 180 HORZ(LL): -0.005 R - - HORZ(TL): 0.024 R - - Creep Factor: 2.0 Max TC CSI: 0.687 Max BC CSI: 0.826 Max Web CSI: 0.572 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3H Ply: 1SEQN: 74901 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T133 DrwNo: 167.23.1325.07223 RDF / RTT 06/16/2023 25'4" 2'1'4" (TYP) 6'7"14 6'7"14 12'8" 6'0"2 18'6"7 5'10"7 25'4" 6'9"9 8'7"15 8'7"15 12'7"4 3'11"5 16'8"1 4'0"13 25'4" 8'7"151'2"1'2" 4"15'7"66'0"158'9"2 A B G L Q R S TUV Y AK AP 5 12 3X4(A1) 8X8 1.5X4(**) 4X8(R1) 3X43X4 3X4 3X4(A1) (NNL) $%Lbl:3H?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) W5 2x6 DF-L #2(g); W6,W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 31.58 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 31.58 TC 0.00 25.33 800 BC 0.15 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 12.333' 1 12" 13 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N - /-991 /- /427 /16 /800 K 8339 /- /- /1081 /129 /- G 3864 /- /- /328 /71 /- Wind reactions based on MWFRS N Brg Wid = 3.5 Min Req = 1.5 (Truss) K Brg Wid = 3.5 Min Req = - G Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings N & G are a rigid surface. Bearing K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1355 - 396 B - C 1363 - 327 C - D 1650 - 143 Chords Tens. Comp. D - E 136 - 914 E - F 66 -3620 F - G 70 - 3650 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 261 -1238 M - L 188 -1373 L - K 55 - 1593 K - J 54 -1521 Chords Tens. Comp. J - I 54 -1521 I - H 1721 - 76 H - G 3356 - 62 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - D 72 -3597 D - I 3710 - 61 Webs Tens. Comp. I - E 53 - 1451 E - H 2520 -30 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.98 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 H 999 240 VERT(CL): 0.139 H 999 180 HORZ(LL): 0.016 D - - HORZ(TL): 0.039 D - - Creep Factor: 2.0 Max TC CSI: 0.557 Max BC CSI: 0.957 Max Web CSI: 0.656 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3H1 Ply: 2SEQN: 74902 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T138 DrwNo: 167.23.1325.20860 RDF / RTT 06/16/2023 2 Complete Trusses Required W5 W6 W8 BL1 12'5"12 12'10"4 4'2"10 4'2"10 6'6"4 2'3"9 12'8" 6'1"12 18'9"13 6'1"13 21'1"6 2'3"9 25'4" 4'2"10 4'2"10 4'2"10 8'7"15 4'5"5 16'8"1 8'0"2 21'1"6 4'5"5 25'4" 4'2"10 4"15'7"6A B C D E F G HIJKLMN 5 12 3X4(A1) 1.5X3 3X4 3X4 3X4 H0308 8X8 4X46X10 5X6 6X8 1.5X3 3X10(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x6 DF-L #2(g) Webs 2x4 DF-L Standard(g) W5 2x6 DF-L #2(g); W6,W8 2x4 DF-L #2(g); Lumber shall be dried to a maximum moisture content of 19% prior to installation. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 800 # ( 31.58 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 31.58 TC 0.00 25.33 800 BC 0.15 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 12.333' 1 12" 13 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N - /-991 /- /427 /16 /800 K 8339 /- /- /1081 /129 /- G 3864 /- /- /328 /71 /- Wind reactions based on MWFRS N Brg Wid = 3.5 Min Req = 1.5 (Truss) K Brg Wid = 3.5 Min Req = - G Brg Wid = 3.5 Min Req = 2.1 (Truss) Bearings N & G are a rigid surface. Bearing K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1355 - 396 B - C 1363 - 327 C - D 1650 - 143 Chords Tens. Comp. D - E 136 - 914 E - F 66 -3620 F - G 70 - 3650 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 261 -1238 M - L 188 -1373 L - K 55 - 1593 K - J 54 -1521 Chords Tens. Comp. J - I 54 -1521 I - H 1721 - 76 H - G 3356 - 62 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - D 72 -3597 D - I 3710 - 61 Webs Tens. Comp. I - E 53 - 1451 E - H 2520 -30 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.98 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 H 999 240 VERT(CL): 0.139 H 999 180 HORZ(LL): 0.016 D - - HORZ(TL): 0.039 D - - Creep Factor: 2.0 Max TC CSI: 0.557 Max BC CSI: 0.957 Max Web CSI: 0.656 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3H1 Ply: 2SEQN: 74902 COMN FROM: KD Page 1 of 2 Cust: R 6852 JRef:1XQK68520002 T138 DrwNo: 167.23.1325.20860 RDF / RTT 06/16/2023 2 Complete Trusses Required W5 W6 W8 BL1 12'5"12 12'10"4 4'2"10 4'2"10 6'6"4 2'3"9 12'8" 6'1"12 18'9"13 6'1"13 21'1"6 2'3"9 25'4" 4'2"10 4'2"10 4'2"10 8'7"15 4'5"5 16'8"1 8'0"2 21'1"6 4'5"5 25'4" 4'2"10 4"15'7"6A B C D E F G HIJKLMN 5 12 3X4(A1) 1.5X3 3X4 3X4 3X4 H0308 8X8 4X46X10 5X6 6X8 1.5X3 3X10(A1) $%Lbl:3H1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Minimum Required bearing length for support points with bearing plates (BP) and/or bearing blocks (BLn) is equal to the nominal Brg Width shown. Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3H1 Ply: 2 Qty: 1 SEQN: 74902 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T138 DrwNo: 167.23.1325.20860 RDF / RTT 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Minimum Required bearing length for support points with bearing plates (BP) and/or bearing blocks (BLn) is equal to the nominal Brg Width shown. Uplift connections required. See uplifts in R- and U columns of Maximum Reactions table. Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3H1 Ply: 2 Qty: 1 SEQN: 74902 COMN FROM: KD Page 2 of 2 Cust: R 6852 JRef:1XQK68520002 T138 DrwNo: 167.23.1325.20860 RDF / RTT 06/16/2023 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 500 # ( 125.03 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 500 125.03 TC 0.00 4.00 500 129.73 BC 0.15 4.00 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 137 /- /- /86 /28 /125 E4 /-1/- /2/2/- Wind reactions based on MWFRS B Brg Wid = 48.0 Min Req = - E Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 438 - 431 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 240 VERT(CL): 0.005 F 765 180 HORZ(LL): 0.001 F - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.141 Max BC CSI: 0.136 Max Web CSI: 0.017 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J Ply: 1SEQN: 74903 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T141 DrwNo: 167.23.1325.40427 RDF / RTT 06/16/2023 2'4"8 2'4"8 3'8"8 1'4" 4' 3"8 2'4"8 2'4"8 3'8"8 1'4" 4' 3"8 1'2"1'8"44"1 2'0"12'5"10A B D E F G 5 12 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 500 # ( 125.03 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 500 125.03 TC 0.00 4.00 500 129.73 BC 0.15 4.00 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B* 137 /- /- /86 /28 /125 E4 /-1/- /2/2/- Wind reactions based on MWFRS B Brg Wid = 48.0 Min Req = - E Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 438 - 431 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 240 VERT(CL): 0.005 F 765 180 HORZ(LL): 0.001 F - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.141 Max BC CSI: 0.136 Max Web CSI: 0.017 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J Ply: 1SEQN: 74903 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T141 DrwNo: 167.23.1325.40427 RDF / RTT 06/16/2023 2'4"8 2'4"8 3'8"8 1'4" 4' 3"8 2'4"8 2'4"8 3'8"8 1'4" 4' 3"8 1'2"1'8"44"1 2'0"12'5"10A B D E F G 5 12 3X4(A1) $%Lbl:3J?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 437 /- /- /208 /- /43 D 283 /- /- /34 /- /- C 124 /- /- /73 /0 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.004 B - - HORZ(TL): 0.009 B - - Creep Factor: 2.0 Max TC CSI: 0.183 Max BC CSI: 0.367 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J1 Ply: 1SEQN: 74904 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T142 DrwNo: 167.23.1325.44637 RDF / RTT 06/16/2023 4' 4'1'2" 4"1 2'0"12'5"10A B C D 5 12 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 437 /- /- /208 /- /43 D 283 /- /- /34 /- /- C 124 /- /- /73 /0 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.004 B - - HORZ(TL): 0.009 B - - Creep Factor: 2.0 Max TC CSI: 0.183 Max BC CSI: 0.367 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J1 Ply: 1SEQN: 74904 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T142 DrwNo: 167.23.1325.44637 RDF / RTT 06/16/2023 4' 4'1'2" 4"1 2'0"12'5"10A B C D 5 12 3X4(A1) $%Lbl:3J1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 409 /- /- /172 /- /30 D 266 /- /- /17 /- /- C 62 /- /- /35 /1 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.110 Max BC CSI: 0.178 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J2 Ply: 1SEQN: 74905 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T216 DrwNo: 167.23.1325.58397 RDF / RTT 06/16/2023 2'6" 2'6"1'2" 4"1 1'4"91'10"2A B C D 5 12 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 409 /- /- /172 /- /30 D 266 /- /- /17 /- /- C 62 /- /- /35 /1 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 1.5 Min Req = - C Brg Wid = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.110 Max BC CSI: 0.178 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J2 Ply: 1SEQN: 74905 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T216 DrwNo: 167.23.1325.58397 RDF / RTT 06/16/2023 2'6" 2'6"1'2" 4"1 1'4"91'10"2A B C D 5 12 3X4(A1) $%Lbl:3J2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 327 /- /- /73 /- /20 C 272 /- /- /23 /- /- B 80 /- /- /48 /0 /- Wind reactions based on MWFRS A Brg Wid = 2.0 Min Req = 1.5 (Truss) C Brg Wid = 1.5 Min Req = - B Brg Wid = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.096 Max BC CSI: 0.191 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J3 Ply: 1SEQN: 74912 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T348 DrwNo: 167.23.1326.09577 RDF / RTT 06/16/2023 2'4"8 2'4"8 4"11 1'4"9A B C 5 12 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 327 /- /- /73 /- /20 C 272 /- /- /23 /- /- B 80 /- /- /48 /0 /- Wind reactions based on MWFRS A Brg Wid = 2.0 Min Req = 1.5 (Truss) C Brg Wid = 1.5 Min Req = - B Brg Wid = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.096 Max BC CSI: 0.191 Max Web CSI: 0.000 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3J3 Ply: 1SEQN: 74912 MONO FROM: KD Cust: R 6852 JRef:1XQK68520002 T348 DrwNo: 167.23.1326.09577 RDF / RTT 06/16/2023 2'4"8 2'4"8 4"11 1'4"9A B C 5 12 3X4(A1) $%Lbl:3J3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 97.98 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 97.98 TC 0.00 8.17 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 558 /- /- /451 /54 /801 F 558 /- /- /451 /54 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 153 - 682 Chords Tens. Comp. D - F 153 - 657 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 643 - 134 Chords Tens. Comp. I - F 643 - 134 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 H 999 240 VERT(CL): 0.037 H 999 180 HORZ(LL): 0.005 C - - HORZ(TL): 0.014 C - - Creep Factor: 2.0 Max TC CSI: 0.164 Max BC CSI: 0.277 Max Web CSI: 0.105 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K Ply: 1SEQN: 74906 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T349 DrwNo: 167.23.1327.32683 RDF / RTT 06/16/2023 8'2" 2'9"1'4" (TYP) 4'1" 4'1" 8'2" 4'1" 8'2" 8'2"1'2"1'2" 4"12'0"72'6"1A B D F G I 5 12 3X4(A1) 4X4 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 800 # ( 97.98 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 97.98 TC 0.00 8.17 800 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 558 /- /- /451 /54 /801 F 558 /- /- /451 /54 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) F Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 153 - 682 Chords Tens. Comp. D - F 153 - 657 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 643 - 134 Chords Tens. Comp. I - F 643 - 134 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 H 999 240 VERT(CL): 0.037 H 999 180 HORZ(LL): 0.005 C - - HORZ(TL): 0.014 C - - Creep Factor: 2.0 Max TC CSI: 0.164 Max BC CSI: 0.277 Max Web CSI: 0.105 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K Ply: 1SEQN: 74906 GABL FROM: KD Cust: R 6852 JRef:1XQK68520002 T349 DrwNo: 167.23.1327.32683 RDF / RTT 06/16/2023 8'2" 2'9"1'4" (TYP) 4'1" 4'1" 8'2" 4'1" 8'2" 8'2"1'2"1'2" 4"12'0"72'6"1A B D F G I 5 12 3X4(A1) 4X4 3X4(A1) $%Lbl:3K?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 532 /- /- /306 /- /37 D 532 /- /- /306 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 116 - 593 Chords Tens. Comp. C - D 116 - 593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 523 -10 Chords Tens. Comp. F - D 523 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 F 999 240 VERT(CL): 0.016 F 999 180 HORZ(LL): 0.002 B - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.129 Max BC CSI: 0.362 Max Web CSI: 0.096 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K1 Ply: 1SEQN: 74907 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T350 DrwNo: 167.23.1327.35440 RDF / RTT 06/16/2023 8'2" 4'1" 4'1" 8'2" 4'1" 4'1" 4'1" 8'2" 4'1"1'2"1'2" 4"12'0"72'6"1A B C D E F 5 12 3X4(A1) 4X4 1.5X3 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 532 /- /- /306 /- /37 D 532 /- /- /306 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 116 - 593 Chords Tens. Comp. C - D 116 - 593 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 523 -10 Chords Tens. Comp. F - D 523 -10 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 F 999 240 VERT(CL): 0.016 F 999 180 HORZ(LL): 0.002 B - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.129 Max BC CSI: 0.362 Max Web CSI: 0.096 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K1 Ply: 1SEQN: 74907 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T350 DrwNo: 167.23.1327.35440 RDF / RTT 06/16/2023 8'2" 4'1" 4'1" 8'2" 4'1" 4'1" 4'1" 8'2" 4'1"1'2"1'2" 4"12'0"72'6"1A B C D E F 5 12 3X4(A1) 4X4 1.5X3 3X4(A1) $%Lbl:3K1?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2000 # ( 244.96 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 244.96 TC 0.00 8.17 2000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 532 /- /- /712 /157 /2001 D 532 /- /- /712 /157 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 661 -1260 Chords Tens. Comp. C - D 598 -1197 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1223 - 717 Chords Tens. Comp. F - D 1223 - 717 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 F 999 240 VERT(CL): 0.016 F 999 180 HORZ(LL): 0.012 D - - HORZ(TL): 0.015 D - - Creep Factor: 2.0 Max TC CSI: 0.140 Max BC CSI: 0.362 Max Web CSI: 0.096 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K2 Ply: 1SEQN: 74908 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T351 DrwNo: 167.23.1327.43657 RDF / RTT 06/16/2023 8'2" 4'1" 4'1" 8'2" 4'1" 4'1" 4'1" 8'2" 4'1"1'2"1'2" 4"12'0"72'6"1A B C D E F 5 12 3X4(A1) 4X4 1.5X3 3X4(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 2000 # ( 244.96 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2000 244.96 TC 0.00 8.17 2000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 532 /- /- /712 /157 /2001 D 532 /- /- /712 /157 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = 3.5 Min Req = 1.5 (Truss) Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 661 -1260 Chords Tens. Comp. C - D 598 -1197 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1223 - 717 Chords Tens. Comp. F - D 1223 - 717 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 F 999 240 VERT(CL): 0.016 F 999 180 HORZ(LL): 0.012 D - - HORZ(TL): 0.015 D - - Creep Factor: 2.0 Max TC CSI: 0.140 Max BC CSI: 0.362 Max Web CSI: 0.096 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K2 Ply: 1SEQN: 74908 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T351 DrwNo: 167.23.1327.43657 RDF / RTT 06/16/2023 8'2" 4'1" 4'1" 8'2" 4'1" 4'1" 4'1" 8'2" 4'1"1'2"1'2" 4"12'0"72'6"1A B C D E F 5 12 3X4(A1) 4X4 1.5X3 3X4(A1) $%Lbl:3K2?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 494 /- /- /267 /- /30 E 414 /- /- /167 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 102 - 401 Chords Tens. Comp. C - D 108 - 403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - D 382 - 75 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 B 999 240 VERT(CL): 0.014 B 999 180 HORZ(LL): 0.002 B - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.135 Max BC CSI: 0.350 Max Web CSI: 0.121 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K3 Ply: 1SEQN: 74909 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T352 DrwNo: 167.23.1328.02980 RDF / RTT 06/16/2023 6'4" 4'1" 4'1" 6'4" 2'3" 4'1" 4'1" 6'4" 2'3"1'2" 4"1 1'1"32'0"72'6"1A B C D EF 5 12 3X4(A1) 4X4 3X4 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 494 /- /- /267 /- /30 E 414 /- /- /167 /- /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req = 1.5 (Truss) E Brg Wid = - Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 102 - 401 Chords Tens. Comp. C - D 108 - 403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - D 382 - 75 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 B 999 240 VERT(CL): 0.014 B 999 180 HORZ(LL): 0.002 B - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.135 Max BC CSI: 0.350 Max Web CSI: 0.121 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K3 Ply: 1SEQN: 74909 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T352 DrwNo: 167.23.1328.02980 RDF / RTT 06/16/2023 6'4" 4'1" 4'1" 6'4" 2'3" 4'1" 4'1" 6'4" 2'3"1'2" 4"1 1'1"32'0"72'6"1A B C D EF 5 12 3X4(A1) 4X4 3X4 3X4 1.5X4 $%Lbl:3K3?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss transfers a maximum horizontal load of 800 # ( 126.40 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 126.40 TC 0.00 6.33 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 434 /- /- /434 /78 /800 D 420 /- /- /330 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 351 - 764 Chords Tens. Comp. B - C 122 -419 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 382 -89 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - C 400 -89 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 A 999 240 VERT(CL): 0.016 A 999 180 HORZ(LL): 0.003 A - - HORZ(TL): 0.007 A - - Creep Factor: 2.0 Max TC CSI: 0.161 Max BC CSI: 0.363 Max Web CSI: 0.127 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K4 Ply: 1SEQN: 74910 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T353 DrwNo: 167.23.1328.05687 RDF / RTT 06/16/2023 6'4" 4'1" 4'1" 6'4" 2'3" 4'1" 4'1" 6'4" 2'3" 4"1 1'1"32'0"7A B C DE 5 12 3X4(A1) 4X4 3X4 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. Loading Truss transfers a maximum horizontal load of 800 # ( 126.40 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 800 126.40 TC 0.00 6.33 800 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 434 /- /- /434 /78 /800 D 420 /- /- /330 /- /- Wind reactions based on MWFRS A Brg Wid = 3.5 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 351 - 764 Chords Tens. Comp. B - C 122 -419 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 382 -89 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - C 400 -89 Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 A 999 240 VERT(CL): 0.016 A 999 180 HORZ(LL): 0.003 A - - HORZ(TL): 0.007 A - - Creep Factor: 2.0 Max TC CSI: 0.161 Max BC CSI: 0.363 Max Web CSI: 0.127 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K4 Ply: 1SEQN: 74910 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T353 DrwNo: 167.23.1328.05687 RDF / RTT 06/16/2023 6'4" 4'1" 4'1" 6'4" 2'3" 4'1" 4'1" 6'4" 2'3" 4"1 1'1"32'0"7A B C DE 5 12 3X4(A1) 4X4 3X4 3X4 1.5X4 $%Lbl:3K4?$ 06/16/2023 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 400 /- /- /157 /- /18 D 400 /- /- /152 /- /- Wind reactions based on MWFRS F Brg Wid = 2.0 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.005 E 999 180 HORZ(LL): -0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.283 Max Web CSI: 0.106 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K5 Ply: 1SEQN: 74911 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T354 DrwNo: 167.23.1328.07647 RDF / RTT 06/16/2023 5'5"8 3'2"8 3'2"8 5'5"8 2'3" 3'2"8 3'2"8 5'5"8 2'3"8"71'1"32'0"7A B C DEF 5 12 3X4 1.5X4(**) 4X4 3X8 3X4 1.5X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Standard(g) Lumber shall be dried to a maximum moisture content of 19% prior to installation. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Hangers shall be installed after lumber has air-dried to 19% or less moisture content. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 400 /- /- /157 /- /18 D 400 /- /- /152 /- /- Wind reactions based on MWFRS F Brg Wid = 2.0 Min Req = 1.5 (Truss) D Brg Wid = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 18.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 46.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 100 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: IBC 2021 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.005 E 999 180 HORZ(LL): -0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.283 Max Web CSI: 0.106 VIEW Ver: 21.02.00.1005.17 Job Number:RE1536_DV FAIRFIELD @ ALBERHILL RANCH Truss Label:3K5 Ply: 1SEQN: 74911 COMN FROM: KD Cust: R 6852 JRef:1XQK68520002 T354 DrwNo: 167.23.1328.07647 RDF / RTT 06/16/2023 5'5"8 3'2"8 3'2"8 5'5"8 2'3" 3'2"8 3'2"8 5'5"8 2'3"8"71'1"32'0"7A B C DEF 5 12 3X4 1.5X4(**) 4X4 3X8 3X4 1.5X4 $%Lbl:3K5?$ 06/16/2023 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:BRCLBSUB0119?$ 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:A11515ENC160118?$ 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:GABRST160118?$ 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:GBLLETIN0118?$06/16/2023 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:A11530ENC160118?$ 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:CNNAILSP1014?$ 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:BRCALHIP0118?$06/16/2023 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:VALTN160118?$06/16/2023 155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025#%DETAIL?$$%Lbl:S11515ENC160118?$06/16/2023