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Home My WebLink AboutLE GAYE ST 15031_14-00001590 (2) All DATE: SEPTEMBER 17, 2014 JOB No: ES 1 4-040 HAN N T REVISIONS: T DATE CHANGES BY C n R P V R i TRUSS ENGINEERING DESIGNED PER THE 2013 CALIFORNIA BUILDING CODE PLATES: TP-500 - I.C.0 ESR REPORT #2765 ___ L. A. CITY RESEARCH REPORT#23996 DEVELOPER: -_________________________ MT-20 - I.C.0 ESR REPORT#1 9BB L. A CITY RESEARCH REPORT# 25370 PROJECT NAME: PARAMORE 13ARA13E MINIMUM PLATE DESIGN VALUES HAVE BEEN LOCATION: 1 50 3 1 LE GAYE STREET USED IN THE DESIGN F THE TRUSSES LAKE ELSINORE, CA 9? E SS/0 TRACT N o: r Qua P� W k w�i rn rn � No. 3$409 �, ; EXP. 3/31/15 a_ 5� CIVo- OF C40 0� v SEP 2 3 2014 DATE: £. SAI WAN Li P.E �r p THE ATTACHED SHOP DRAWINGS, CALCULATIONS AND LAYOUT PLANS ARE DESIGNED FOR THIS SPECIFIC PROJECT ®139513 YORBA STREET ❑10663 CHIPPENHAM ROAD [-]30520 RANCHO CALIFORNIA ROAD AND ARE VALID ONLY IF BOUND, AND CHINO, CA 91 71 ❑ SANTA ROSA VALLEY, CA 9301 2 SUITE 1 07-75, TEMECULA, CA 92591 THE COVER SHEET BEARS THE ORIGINAL 909/ 59 1-9256 B05/3BO-471 O 951/240-76B6 SIGNATURE OF SAI WAN Li P.E FAX: 909/62B-7352 FAX:BO5/3BO-471 1 p FAX: 951/240-7637 ANY LOOSE SHEETS THAT ARE PART OF THIS SUBMITTAL MUST ALSO BEAR REACH US ON THE WEB AT WWW.HANSONTRUSS.COM HIS ORIGINAL SIGNATURE BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS ©TRUSS PLATE INSTITUTE,INC.,1976 r� The design of wood trusses in accordance with TPI design criteria assumes: However carefully wood trusses are designed and fabricated, all this is at stake in the final erection and bracing of a roof or floor 1.Truss members are initially straight,uniform in cross section, system.It is at this critical stage of construction that many of the and uniform in design properties. really significant design assumptions are either fulfilled or ignored. 2,Trusses are plane structural components, installed If ignored,the consequences may result in a collapse of the INTRODUCTION structure,which at best is a substantial loss of time and materials, vertically,braced to prevent lateral movement,and parallel and which at worst could result in a loss of life. to each other at the design spacing. 3.Truss members are pinned at joints for determination of axial In recognition of the inherent safety of a properly braced roof The Truss Plate Institute"Design Specifications for Light Metal forces only. system,the apparent lack of knowledge of how,when,and where Plate Connected Wood Trusses"are recommended for the design 4.There is continuity of chord members at joints for to install adequate bracing,and in the interest of public safety,the of individual wood trusses as structural components only. determination of moment stresses. Truss Plate Institute, Inc., in consultation with its Component 5.Compression members are laterally restrained at specific Manufacturers Council membership, has undertaken the Lateral bracing, as may be required by design to reduce ofthese recommendations. buckling length of individual truss members,is a part of the wood Iocationsorintervals. preparation truss design and is the only bracing that will be specified on the 6.Superimposed dead or live loads act vertically,wind loads Substantial concentrated study and deliberative review by the truss design drawings.Lateral bracing is to be supplied in the size are applied normal to the plane of the top chord, and TPI Technical Advisory Committee(comprising ti membership specified and installed at the location specified on the truss design concentrated loads are applied at a point. the chief structural engineers of member plate manufacturing drawings by the builder or erection contractor. The building 7.In addition to the lateral bracing specified by the truss designer or Inspector must ascertain that the specified lateral desi ner,the desi ner will eci sufficient bracin companies, representatives of the academic community, and bracing is properly installed and that this bracing is sufficiently g g g P g independent consulting engineers) have devoted to this effort. at right angles to the plane of the truss to hold every truss Consultation with the TPI Component Manufacturers Council has anchored or restrained by diagonal bracing to prevent its member in the position assumed for it in design. resulted in bringing practical field handling and erection problems movement. 8.The building designer not the truss designer)will specify 9 9 P 9 P 9 9 ( 9 ) P fY into a sharper focus.Inclusion of the tentative recommendations Special design requirements,such as wind bracing,portal sufficient bracing and connections to withstand lateral j for on-site handling and erection procedures is one direct result of bracing,seismic bracing,diaphragms,shear walls,or other load loading ofthe entire structure. the conultations.It is planned to study further and enlarge upon transfer elements and their connections to the wood trusses must these tentative recommendations. be considered separately by the building designer. He shall The theory of bracing is to apply sufficient support at right While the recommendations for bracing contained herein are determine size,location,and method of connecting for diagonal angles to the plane of the truss to hold every truss member in the g bracing as needed to resistthese forces.Diagonal or cross bracing position assumed for it in design.This theory must be applied at technically sound,it is not intended that they be considered the is recommended in the plane formed by the top chords,in the three stages. only method for bracing a roof system. Neither should these plane formed by the bottom chords and perpendicular to the truss recommendations be interpreted as superior to or a standard that web members, as needed for the overall stability of the entire would necessarily be preferred in lieu ofan architect's or engineer's structure.Truss bracing and connection details should be shown STAGE ONE:During Building Design and Truss Design individual design for bracing for a particular roofsystem. on the building designer's framing plan as part of the design truss members are checked for buckling,and lateral bracing is drawings.Bracing materials are not usually furnished as part of the specified as required for each truss member.The building designer These recommendations for bracing wood trusses originate wood truss package,and should be provided by the builder or must specify how this lateral bracing is to be anchored or restrained from the collective experience of leading technical personnel in the erection contractor. to prevent lateral movement should all truss members,so braced, wood truss industry,but must,due to the nature of responsibilities tend to buckle together as shown in Figure 1(b).This may be involved,be presented only as a guide for the use of a qualified The builder or erection contractor is responsible for proper wood accomplished by: building designer,builder,or erection contractor.Thus,the Truss truss handling and for proper temporary bracing.He must assure that 1.Anchorageto solid end walls(Figure 1(c)). Plate Institute expressly disclaims any responsibility for damages the wood trusses are not structurally damaged during erection and arising from the use application, or reliance on the that they are maintained in alignment before, during, and after 2.Diagonal bracing in the plane of web members(Figure 1(d)). recommendations and information contained herein by building installation. Temporary or erection bracing may follow, but not 3.Other means as determined by the building designer. designer or by erection contractors. necessarily be limited to,the building designer's framing plan.It is recommended that erection bracing be applied as each truss is placed in position. 1 2 3 Sheathing Continuous lateral NOTE: Figure 1(d) bracing as required Locate ground braces for first truss (part of truss design) Anchorage(by building directly In line with all rows of �—Figure 1(b)and 1(c) designer)into solid end i (ither tempocho ofrary or permanenlateralrt)cing wall-restrains lateral \ bracing,thereby preventing web buckling. \ Continuous lateral bracing. /l Diagonal bracing / Compression web Figure 1(a) Ceiling � �! Sheathing Figure l(c) - Figure 2(a) Compression webs: Sheathing 1 t before and after Ground brace First truss to be well braced 1 1 buckling. before erection of additional It I 1 Compression web-sloping units I I 1 1 or vertical ♦—Continuous lateral bracing Lateral Bearing for trusses l l l l I I maintains spacing,but Continuous lateral bracing. permits lateral buckling Vertical J 7 I I of all web members at I I I the same time Ground stakes )I Diagonal brace nailed to opposite side of web prevents II lateral movement and should n IrJ�\ be repeated at approximately I 20 feet intervals. I t Ceiling (' U End diagonals to ground stakes Bearing for trusses Figure l(d) Figure 1(b) Figure 2(b) STAGE TWO:During Truss Erection the builder or erection contractor It is recommended that diagonal bracing (minimum 2-inch must take adequate precautions to assure that the wood trusses are bracing system depends to a great extent on how well the firsttruss thick nominal lumber)be installed at approximately a 45 degree not structurally damaged. Proper rigging, including the use of is braced. spreader bars and multiple pick-up points, where required, is angle to the lateral brace.Diagonal bracing should be attached to the opposite side ofthe same member required lateral bracing. necessary to prevent damage during handling; tentative One satisfactory method is for the first truss top chord to be recommendations are presented in the Appendix hereto. braced to a stake driven into the ground and securely anchored. This bracing may be continuous or intermittent at the building The ground brace itself should be supported as shown in Figure 2 t is most important to brace the first truss at the end of the designer's option;however,it is recommended that intermittent or it is apt to buckle.Additional ground braces,in the opposite spacing not exceed 20 feet,or twice the horizontal run of the building securely.All othertrusses are tied to the firsttruss,thus the direction,inside the building are also recommended. diagonal bracing. 4 5 6 The ground braces should be located directly in line with all 2-16d double rows of top chord continuous lateral bracing.Otherwise,the top Recommended that continuous lateral bracing xi installed within 6 Brabrig headed nails chord of the first truss can bend sideways and allow the trusses to inches of the ridge Tine or center line and at approximately 8 feet to 10 y feet intervals between the ridge line of sloped trusses or center line of Spacing same as Topchord shift.This shift,however slight,puts a tremendous strain on all flat trusses and the eaves.For double member trusses this spacing or gable trusses connections of the bracing system,i.e.,the weight of the trusses between laterals may be increased to 12 feet to 14 feet.Diagonals, �� typical nailing at leasttwwo trusses.over would then of added to any wind force or construction load such located between the lateral bracing and set at approximately 45 \x� Repeat diagonals as bundles of plywood or roof shingles tending to tip the trusses degree angles,form the triangles required for stability in the plane of at approxiatly over. the top chord.NOTE:Long spans or heavy loads may require closer 20 feet intervals. All nailing of bracing should be done so that if the trusses spacing between lateral bracing and closer intervals between should tend to buckle or tip,the nails will be loaded laterally,not in diagonals. withdrawal. \ Figure 3(a)illustrates temporary bracing in the plane of the top It is not recommended to nail scabs to the end ofthe building to chord for gable trusses brace the first truss.These scabs can break off or pull out,thus allowing atotal collapse. If possible,the continuous lateral bracing for the top chord should be placed on the underside of the top chord so that it will not have to be As trusses are set in place,the builder or erection contractor removed as the plywood decking is applied.The trusses are then held must apply sufficient temporary bracing to hold the trusses plumb, securely even during the decking process. in alignment and in a safe condition until the permanent bracing, decking and/or sheathing can be installed.Temporary bracing It is equally important for the builder or erection contractor to install should be not less than 2x4 dimension lumber and should be as bracing in the plane of the top chord for flat roof or floor trusses.The use Figure a(b) long as practical for handling.The use of short spacer pieces of of a similar bracing pattern is recommended for all flat trusses.Particular lumber between adjacent trusses is not recommended, unless attention is directed to bracing at the end of flat trusses as shown in used temporarily in preparation for immediate installation of longer Figure3(b). installed at the same locations specified on the architectural plan continuous bracing(8-feet minimum length).Temporary bracing for permanent bracing,and may become part of the permanent lumber should be nailed with two double headed 16d nails at every bracing.It is recommended that diagonal bracing be added at each intersection with the braced member. Web Member Plane.It is also necessary install temporary web member requiring continuous lateral bracing. If none is Pre-assembly of groups of trusses, on the ground, into bracing in the plane of the web members.This bracingg is usually specified,it is recommended that it be placed at no greater than 16 structurally braced units which are then lifted into place a5 --..-For single member truss(1 v inch thickness) feet intervals along the truss length for roof trusses and 8 feet assemblies is an acceptable alternateto the one-at-a-time method. For double member truss(3 inch thickness) intervals for floor trusses. .-Located within 6 inches of ridge line It is not generally necessary for diagonal bracing to run Exact spacing between trusses should be maintained as o`eet m,o bracingIs installed to avoid the hazardous practice of removing o e �' continuously for the full length of the building but it is P 9 za.m` ✓j yJ� F'" Repeated diagonals recommended that the spacing between sets of diagonal bracing bracing to adjust spacing as sheathing is applied.This act of \ 1/` / at approximately not exceed 20 feet,or twice the horizontal run of the diagonal "adjusting spacing"can cause trusses to topple if a key connection 20 feet intervals is removed at the wrongtime. l � •` bracing.Rows of 2x6 strong-backs may also be used to brace floor % j' trusses where diagonal bracing is Impractical. Figure 4(a) Truss bracing must be applied to three lanes of reference in illustrates diagonal bracing in the plane of the web members; 9 PP P Figure 4(b)illustrates the lateral movement that may occur if lateral the roof system to Insure stability:1.Top chord(sheathing)plane, l / / 2t6d double bracing is used without diagonal bracing. 2.web member plane or vertical plane perpendicular to trusses, \, i - headed nails and 3.bottom chord(ceiling)plane. NOTE: I Bracing Long span trusses :� ,� s` 3.Bottom Chord Plane.In order to hold proper spacing on 1.Top Chord Plane.Most important to the builder or erection may require closer / — �— the bottom chord,temporary bracing is recommended in the plane P spacing. —Laplateralbracingover -.,�, „ropdrom; ofthebottomchord.Continuouslateralbracingatnogreaterthan8 contractor Is bracing in the plane of the top chord.Truss top chords are at least two trusses. -------- susceptible to lateral buckling before they are braced or sheathed.It is Typical nailing feet to 10 feet on centers along the truss length is recommended Figure 3(a) full length of the building,nailed to the top of the bottom chord. Diagonal bracing 7 8 9 l A N O T R UJ N G 0 R P 0 R A T E D GENERAL NOTES 1. No splices except as noted on truss drawings. 2. Panel point locations shall be equal divisions unless noted or dimensioned otherwise. 3. Gusset plates shall be installed on each side of all joints and shall not be installed where knots or wane are greater than 10%of plate area. 4. Gusset plates shall be centered on joints unless rioted or dimensioned otherwise. 5. Truss designs shall comply with A:NSI/T.P.I.— 1-2007 unless noted otherwise. 6. All gusset plates are 20 gauge and stamped'TP. Unless noted otherwise. 7. All hangers specified are Simpson strong-tie or equal and are provided by others Unless noted otherwise. S. All trusses are spaced at 24"on center unless dimensioned otherwise. _ 9. Moisture content in the lumber used may exceed 19% at the time of fabrication. A 20%reduction in plate values has been used. 10. The Hanson Truss, Inc., engineering program is in compliance with section 2303.4 of the 2013 C.B.C. All heel joint connections are designed using an analysis considering the vector sum of concentric and eccentric loads. 11. All nails specified are to be box nails or better. _ ABBREVIATIONS B.C. Bottorn Cliord MGOV. Mono gable over B/O By Others O.A.H.S. Overall heel stand BGIC Backing OC On Center BLK. Blocking PLF Pound per Linear Foot BM Beam Ply One Truss of a multiple-truss assembly BRG. Bearing Rbdg Repetitive bending factor CBO Conventional framing by others S.B. Setback DBL. Double member Sc. Scissor(sloped or vaulted) DR BM. Drop Beam SCBKG Scissor Backing FILL Vertical @ 16" o.c. Se GET Scissor gable end truss FL. B11I. Flush Bearn SOF. Soffit(Non-structural) GET Gable end truss SPL. Splice GIR Girder truss STB. Stub GOV. Gable over T.C. Top Chord. IIGR Hangers) U.N.O. Unless noted otherwise INV. GOV. Inverted gable over W/ With JKS Jacks W/O With out MBKG Mono Backing MGET Mono Gable end truss BASE DESIGN VALUES FOR VISUALLY GRADED LUMBER SPECIES& SIZE Tension GRADING COMMERCIAL CLASSIFICATION Parallel RULEES GRADES To Shear AGENCY Gain Parallel Compression Compression Modulus of X25.4 FOR mm Bending Ft to Perpendicular Parallel to Elasticity E Fb grain Fv To grain Fc grain Fc _ 1 DOUGLAS FIR LARCH Select Struct.. 1,500 1000 180 625 1,700 1,900,000 Nol &Bettei_ " to 4" thick 1200 800 180 625 1550 1,800,000 Nol _ 1,00 675 180 625 1500 1,700,000 WCLIB No2 2" and wider 900 575 180 625 1350 1,600,000 WWPA Stud 700 _ 450 180 625 850 1,400,000 Construction 2" to 4"wide 1,000 650 180 625 1650 1,500,00 Standard _575 _ _375 180 625 1400 1,400,000 LVL 2950 18QQ 290 750 3200 2,000,000 LP Q�pFESS/Ory f ® f q Z o c� m r=U j FILL W/3000# DRAG & 18" DIAM VT � No. 38409 2 m o Z Exp. 3/31/15 ; c/V 1\- ��\P g o F OF CA��FD o z I I L== ao> SEP232014 0QQo I �a �ou I � Ua eviewed 0 Reviewed as Corrected z ❑Rejected 137 Revise and ResubMa K U ❑Submit Specified item ® Z This review is only for general codornme9l with the design concept of the project and � z general compliance with the information given z in the Contract Documents. Corrections or 0 comments made on the shop drawings during z _U this review do not relieve contractor from Q compliance with the requirements of the plans Al and specifications. Review of a specific item shall not include review of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite;information that pertains solely to the fabrication processes or to the means,methods,techniques,sequences and procedures of construction; coordination i f of the work of all trades;and for performing all work in a safe and satisfactory manner g J o L1 W N HTK STRUCTURAL ENGINEERS w Date: 3v B O Y M �- o Lr) I ^I LJ N < < rn �� U 0 FILL W/3000# DRAG & 18" DIAM W NOTE : CD 11, 4: 12 PITCH, TYP (if 24" OVERHANGS, TYP LLJ O 30*-0" SPAN — TRUSSES © 24" O.C., TYP f1f Z — SEE STRUCTURAL PLANS FOR O (/) RIDGE & SHEAR BLKG t j O LLJ aQ KL —t I'�-J ``O- o - Multiple Load Cases: Rcts, Forces &Cs1's are worst case BASE LOADS: 1.25: 20 14 10 10 PSF Wind: Exp C, Spd 110 2x4 Bracing UNo GRAD SPEC SIZE * Code: CBC13 Rbdg:Y 1-Ply LC1: 1.25: 40 28 20: 7+40812 79 Others 1&B DFL 2X4 TC 4-5 1&B DFL 2x4: P=3367C 0.271 Mm=2854 Mp=4633 0.635= 0.906 LC2: 1.6: 0 25 18: 1-5 +-101H,B1-5 -+101H TC: BC 1-7 10 DFL 2x4: P=2275T 0.289 Mm=3019 Mp=3923 0.569= 0.858 LC3: 1.25: 0 28 20 20: BC: 1&B DFL 2X4 WB 7-3 STDB DFL 2x4: P=979T 0.398 LC4: 1.6: 0 17 12: 1-5 S-37 wind TC AXIAL: 1-2-3367, 2-3-2957, 3-4-2957, 4-5 -3367 3 wEB: STDB DFL 2X4 BC AXIAL: 1-7 3131, 7-6 2043, 6-5 3131 2 4 SPCG: 24 0C WB AXIAL: 2-7-619, 7-3 979, 3-6 979, 6-4-619 1 5 TOLL: 40 PLF ^ 7 6 0 TCDL: 28 xl.05 BCLL: (20) 29.71 RCTS: 1 5 BCDL: 20 MX VRT: 1369 1369 MX HOR: 0 0 Bl-5 +101H B1-5-10111 DUR LDG FCTR: 1.25 MX UPL: -105 -105 3.5"Min Brg Wdth UNO Plates: TP500 20g uno NOTE: TRUSS TO TRANSFER 3000 LBS MAX LATERAL FORCE Centered on"oint UN-0 15'-0" o Q ESSzONq( 5'-3 15/16" LU cc C38409 D Exp. 3-31-15 5X6 Q OF C M_JF 4 F 12 2X3+ 2X3+ 12 --14 Hanson Truss, Inc. and Vi signing engineer accept no responsibility for the accuracy, structural ad- i 4X10+ �' equacy or any other fea- 4X10+ ture of this design unless specifically fabricated .It: X,Y LJ I by Hanson Truss, Inc. 1: 1,0.3 3X5 3X8+ 3X5 . HANSON � 5: -10.3 TRUSS, INC. 1/4 1 (panel pts equal division uno) DATE: 9/17/14 LE 30'-0" +:NoInsp DRWG#s Al :No Defl @ 6: TL= .54in L/660 LL= .21in L/999 Camber 5/16in Kcr=1.5 PARAMOUR GARAGE-LAKE ELSINORE\WORKING\A1 Laterally brace B/C with gypsum shtg. or Cont. lateral support not to exceed 10' oc Paramore Wss/ I iLd T� Y �o c No. 38409 m o Exp. 3i 31f15 �x U war U Y� C x D= 1 .5 z c I -Q� Li va JT: X Y �I" L = a I� �< a� = 1 „ .3 i I <w Q l6 z "�' J TYPICAL HEEL CONDITION OFF SET CONDITIONS < a L,j o IC) 1 - CENTERLINE ON JOINT < . W co 0 z Z I I � Ir CENTERLINE ON JOINT I al �I <cr- 4 L'. CENTERLINE ON JOINT Z F � Lio w Z: I L < ..6 Q L. w t TYPICAL CENTERLINE ON JOINT OFF SET CONDITIONS L j Multiple Load Cases: Rets, Forces & Csi's are worst case I FORCE IN COMPRESSION ILCI: 1.25: 32 32 10: 8-5 356 16 780 *l,. Bracing UNO GRAD SPEC SIZE TOP CHORD AXIAL STRESS INDEX ing Code: PSA P.bdg:Y 2-Ply MID PANEL MOMENT I By Others TC: NO2 DFL 2X4 -� PANEL POINT MOMENT I TC 4-5 NO2 DFL 2x4: P=4415C 10.368 IMm=1024 MD=691 0.289 = L088j4 —COMBINED T0 CHORD BENDING STR. S INDEX n ne LC2: L33: 0 32 10:L-3 120H.3-5 120H, 18-5 17B.8 390 B- N09 DFL 2X8 BC 6-5 NO2 DFL 2x8: P=4072T 0.434 Mm�=7759 Mp=ti518 10.450 = STRESS INDEX 16� BOT. CHORD BENDING STRESS INDEX WEB: STDB DFL 2x4 BOT. CHORD AXIAL STRESS INDEX PC AXIAL: 1-2 -3721, 2-3 -3049, 3-4 -3057, 4-5 -4415 FORCE IN TENSION SPCG: PLF 2—PLY ,m BC AXIAL: 1-8 3412, 8-7 3412, 7-6 4072, 6-5 4072 L- CA AL YOB AXIAL: 8-2 541, 2-7 -769, 7-3 2136, 7-4 -1397, 6-4 900 LOAD ON CASE LOADING FACTOR LOADDURA OSELOADI G 2 TERACTOR CS) TCLL: 32 PLF DURATILOADS IN PLF & LOADS IN PLF TCDL: 32 IY, 1 08 Iz UNIFORM LOADS FROM JOINTS 8 TO 5 HORIZONTAL LOADS APPLIED TO TOP CHORDS 0 3 CONCENTRATED LOADS AT JOINT 8 UNIFORM & CONCENTRATED LOADS (WITHOUT LIVE LOADS) BCLL: I U) 2 4 BCDL: 10 Iz SLOPE ADJUSTMENT FACTOR 1 5 2-Plv: Nail TC w/16d @ 12in On DUR LOG FCTR: 1.25 Ir Nail BC w/16d @ 6in o 8 7 6 3.5" Min Brg Wdth UNO � 22.71 NOTE: TRUSS TO TRANSFER 120 PLF LATERAL FORCE Plates: TP-500 ICB0:5039 LA:23996 ./$CTS: 1 5 Centered 9-K joint UNO 1W MX' VPT: 3164 4610 -6„ I MY HOP: -2724 0 ( �DFESStp�, D=2" ti 55 AT SCISSOR BOTT. CHORD (� No. 38409 z D= PLATE IS OFFSET 2° Exp. ;3 iPtS L JOINT EXAMPLE 3X4 12 s. 3 5 � 5 r OF CAl�cO PLATE AT JOINT 1 IS RIGHT i` AND UP 3/1 C 10 Hanson Truss, inc. and I7 s v 1 signing enoineer accept f ' no responsibility for the accuracy, It i, structural adequacy or any 1' '`' i 1 � I I other feature of this design 4n 14 i unless soecificoliy fabricated 4f. r j� 4X 5 by Hanson Truss, inc. i I if U L-1 I U II 041 'HANSuN ►> f V 2n5 U.8 (hl US f I TRUSS USS, INC. ILi DATE: 1/23/08 RB I DRWG PANEL POINT LOCATIONS SHALL BE EQUAL DIVISIONS UNLMS NOTED OR DIMENSIONED OTHERWISE r o p � � � .. ;5 TL Defl .3in SAWP L= GALS... 171 2X4 CONSTRUCTION GRADE 2x4 CONSTRUCTION GRADE HEM FIR MIN. HEM FIR MIN. Q ESS VJA0 711 j- Z m m O e. 38409 0 � Z Exp. 3/31/15 LL o o w�Z LAP 24" 2x4 POST qJ f 1/t�- o W/6-16d NAILS BY MFR. FOF CAU�F�� o W a war c�r U Z p Q G W J C Q O U U Q g?W , 3 16d NAILS LATERAL BRACING QJ Z< H TYPE FRAMING ANCHOR Q V¢JLL W/4-8d NAILS EACH MEMBER IMPACT BRIDGING MAY BE USED IN LEIU OF CONTINUOUS LATERAL BRACE All trusses must be laterally braced z?a 1 IMPACT BRIDGING 2 IMPACT BRIDGING to prevent buckling and/or over turning due to lateral forces. o ur Top chord stability is provided by 2x SOLID BLOCK W/2 16d the roof or floor sheathing. Bottom iZ _u NAILS EACH END NAIL EACH TRUSS chord stability by the ceiling finish and/or lateral bracing. On roofs where the snaring of I o impact loads is not_ required, the Z 2x CONTINUOUS LATERAL 1 X3* is an adaauate brace. In floor < BRACE W/16d NAIL systems where impact load sharing ( E— c i EACH TRUSS is required, impact bridging is recommended. (This bridging will ♦ Z also satisfy lateral bracing I I Cn I Z requirements.) C,:}' I` i f , X—BRACING (W/2-16d NAILS ( _Z ! EACH END) AT END WALLS AND *2ZJ is recommended when truss i 2-16d NAILS J AT MAXIMUM 16'o.c. spacing is 32" o.c. to 4&" a.c. ! w X.-BRACING—BRACING CONTINUOUS LATERAL BRACE Alternate bracing methods ma)/ be (SEE CHART BELOW) required for spacing greater than i c S X—BRACING END WALL 41 BOTTOM CHORD LATERAL BRACING ��" a � F j Impact bridging is also 11 RECOMMENDED BOTTOM CHORD LATERAL BRACING recommended for uniform deflection z ! RECOMMENDED GUIDE and SPECIFICATIONS control of minimum depth design ! ! L System Type Bracing Brocing Size I Spacing roof 'trusses and long cantilevers. a ! Trusses must be blocked and braced at ends, a` < I rioor impact 2x4 to 24"o.c.- 2r.6 to 32"o.c. 12'-0"may. bearing walls, and at intervals not exceeding . 0.C. `` I 4 I This lateral bracing is to be X-braced (35°-55° from ' Z Roo; Lateral 1x3 to 24"o.c.— 2x3 to 48"o.c. 16'-0"max. horizontal) at end walls and at intervals not to exceed ALL BRACING MATERIAL < W Note: Each line of lateral bracing to be x—braced d® a•c• � i r L w n IL at end walls, and at 16'-0" maximum. HARDWARE BY OTHERS W � 2x4 BRACE AT 48" O.C. RIDGE BLOCKS /1 6 AS SPECIFIED QRQESS/p�, r' 1 1 j 2" NOTCH ON A A BY OTHER 3x4 B — Z ` ^ No 38409 m 711 2x4 ADD ON BY OTHERS _ - c P 3/31lt5 IF NOTCHES DO NOT T9 CfYi�- ��`z ww FALL ON STUDS VENT OF- CA1�F oc 0. cf) IF I o Q w T REQ X. r ' 4 W I < Nr In arm Ory / I I m 1 y C m M z V 1 W- w u <G U I CROSS BRACE AT RIDGE (FOR TRUSS STACKING a J� OR 16'-O" O.C. MAX. ONLY. SEE L J STRUCTURAL DETAILS SECTION A—A FOR WALL BRACING.) TYPICAL (OP �N � 16" O.C. 2x3 TYPICAL T. TOE NAIL Cr W/'2)16d) ( � <I o� < 1'j/— GABLE STUD � TYPICAL GABL' E_ND TRUSS I I i Io - i (1)16d I Q ^`---2x4 BRACE I I T C IF STUD HEIGHT EXCEEDS 6'-S" (2)16d I I AT 48" O.C. L 1 BRACE PER SECTION 'A-A' w I- SEE SPECIFIC TRUSS DRAWINGS FOR I 2x4 CONT. C PS SPECIFIED WOOD AND PLATE SPECIFICATIONS I c `2\16d I,ON PL)M�S 1, I 1 NOTCH IF IF WEB LENGTH EXCEEDS 7'-6" �_ BY OTf 7 ; BRACE AT MID PANEL W/E'-O" _ _ _ _ < . ` /� LONG MEMBER, TO WEBS / A �Of\I\�t'C I IQf�' DC IAIL L=--f ' U BEYOND — I m \i 2r,4 SOLID BLOCK I I <<U C 2x4 ADD ON B/O. I�. \ (2)16d _ao� s--_(2)16d I IF NOTCHES DO NOT i I FALL ON STUDS T I I I I R ' TRUSS v- ag _ I 2x4 BRAC= I < I I ! k uj —2:S TYPI AL W/(4)16d'S m I i �16' D.C.,TYPhA' (OPT. TOE NAIL TO TP.UES VVA2)16d) f TYPICAL F"ILL TRUSS w I i B CONNDCTIOfy' DE'TAIL TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS CLIP OR (1)1 6d A Q E$SIpN W N <_ I 0. 38409 m 1 X PLATE Exp. 3f 3?f'.5 w TRUSS CLIP 2X PLATE OR (1)16d `rlgJ C`IY1!-."��\P pP cp&N o w -- �' 4 Q A < o� o I I� z�m NON—SEARING PARTITION PERPENDICULAR TO TRUSS SECTION A—A i � � I I < O �w L I D I �u 1 ZX BLK0. AT 2'-0` D.C. ICJ I I i . LLN TYPICAL J � O D TRUSS BOTTOM CHORD (1) 1 6d NAILS / Q I I I ! I\ I �\ X-BRACING EVERY THIRD I I O i>1771 � f I BAY AT 10 -0' O.C. "--2X BLK(TYP ) o .) = . 4 r' m I j BLI' - ATTACK 1h`!(2 i i 6d i I (", - ( h.;_ �. 71(.,' _ D/ice- ! j��l•. �-'- � '--- - ,i � ,__ 1 - _ �---,� ;//'' - / , - - —S.rUAR_^BLOCi: I _ ! AS R OUiRty ��\ \\ PE ARCH. NS PLR I R j ( NAIL TP,USE TO BLOCK— ONAIL SPACER ( \ �. 6 i � ' / it I I w I BLOCK TO TRUSS O ` I e iL (3)16d TYP -� \I I�I — 96, �1 G I i C."TERIOR WALL ( © s i V SET NEXT TRUSS I z ( 6 4 BACK NAIL A(-iER TOE-NAIL TO I I �j w' ALL TRUSSES ARE PLATE C `_0R r LAB ^TRUSSES V�'�SP,ANS GR 6,T'R THAN 20'-0" ,I ERECTED TRUSS AT EXTERIOR WALL SECTION C—C I OE P�ESS/p� NOTE ��o W /v<,lF� zw c� COMPRESSION WEBS MAY OCCUR AT z o ANY ANGLE, THEREFORE THE 45 DIAGONAL Dio. 38409 , I =z IS NAILED TO THE WEB ON THE SAME PLANE Exp. 3/31/45 N THAT THE WEB OCCURS. Jr- m oc W, 2X4 SCAB 9T� CI Yl`- �� a OF CA,\-\F zo ow= COMPRESSION WEB I� w �2-10d ( .131 X,3" ) NAILS I ='co 2 Q m 2-10d ( .131X3" ) NAILS x COMPRESSIONWEB Z 2X4 BRACING . s�w 2-10d ( .131X3" NAILS ^w LATERAL SECTION A-A ~>-Z3 BRACING U c I r U 45'± 3OZ OF WEB OR EXTEND TO WITHIN 2X4 6` OF ENE) OF WEB MEMBER WHICHEVER IS GREATER. 2-10d ci G, .131 X3" ) 2X4 SCAB ' NAILS I ! ¢\\ cn I/� TRUSS WEB- w TRUSS PER ENGINEERIN- sC�,E n f ` 0. "r C t X3. ,. �I G' o OC. I cl 0 SECTION A-,A E i m f i I I LIL I COMPRESSION WEB BRACE � � COMPRESSION � ,� �, �, ) � � o � 1 END Or CO PRE, IOC• T Dr L BR.ACIN- I I L) 1 ° BRACIN107 DETAIL I C z I � FOR MORE INFORMATION P L EAS= S PEE (BCC€—.,,3) BUILDING COMPONENT SAFt7Y INFORMATION — ! *SUMMARY OF i.C.C. EVALUATION REPORT ESFI—r" or F.7 � - a i F—Soo S FUic' F'LATES N v iNSE-M PRODU=S{hSPE7 01'N-!NC:- I n w, L.� T ERAL R"SIS T ANCE VALUES u>a (� � z tEMERAL TE TlMG AMD INSu=`.'."074 ACycr3:" 1 0 ` DIRECTION OF GRAIN a LOAD WITH RESPECT TO LENGTH I IM SE 1241x AVENUE I W o} GAGE SPECIES AA FA AE EE ""'A`"�P " 90'4 <m <w 20 1 QFL 1 153 t 151 1 91 1 108 dl 20 1 1 iF 1 1112 1 1 1 7 1 87 1 8^7 / i Timmer Prow InSpecann (T?) eta Gen ai Tescm� antl Insc_cum I' —,� t a a 1 Q (GT11 ae=G6 reca3m= M.'MO Intama IJ Carnarence of Builatnc �11� �! ^ ! r I 1 %0 1 3 I 88 i 9 8 1 G^.r_ ''!��D -_., wm:^, ^! :ant:ar� '.�'y hs:,anr, ;n=, 18 .=;4 n: ca^ai Aconzc^..^ �_. _ ..._ -ss!gnea d g DFL 1 1 14 1263 ?5 1 02 Mat. I :J I 1 I J 38 _y;i!a v:•'tn• ;r3 1 3PF 28 1 g 1 35 -0 1 -Vaiues are pounds per square inch Of pi8te contact 3feg s c.:rr�ry ar.a Ma Gm.. to ccoc a�:omg Ns Plates are instaiiea in pairs on opposite faces of truss Member Femr it Gs rudm m i opmm d hw ceea wmse I { -Vaiues are based on gross area method ;=NSION °,VALUES DIRE� N OF LOAD WITH RESPECT TO LENGTH TRUSS MANAa-_ wD I - ! GAGE 00 9 0° s SRN or^.siarl j I ZQ 1246 880 ! F 18 1367 1 1086co to 1 1 -Vaiues are pounds per inch per pair of piates — ! 41 to I I - Q I 1 DIRECTION OF LOAD WITH RESPECT TO LENGTH GAGE 0° 3.0, 60° 900 120° 150' ! ` �pFES5/ N n. 20 545 1 650 11064 626 357 401 ® ti� 1 ( o 18 654 1 676 11228 649 438 1 497 f ,,�� ,4 I ` -Vaiues are pounds per inch per pair of piates '� e (�--- TiM \�` hfo. 38�4G9 >_'�Q J U C" AL Ezc. 3131115 � c N 0 E7: _� ° Tt OF CA-\F� I a I FULL CQ%=Y AVAILABL—E UP(DICE PEOUES i L.A.CI T Y R.F. I.C.C. CS. �_ Diagonal bracing-repeat at approximately Diagonals form braced bay at approximately 20 feet intervals in Length of wilding. ----'-"-- 20 feet intervals,repeat at both ends. Added diagonal bracing in the plane I _ of the web members, t ( I 1 I f prevents lateral movement. Continuous lateral bracing —All top chords Space:72 feet to 16 spaced B can buckle feet to 10 feet I together if there feet on center located at or near a panel I f I across building point. is no diagonal for roofs. bracing Space:6 feet on center •, ••-••-••••• L.— / across building _ __ _Ridge line for floors Figure 4(a) /l - Roof purlin Bottom chord of trusses I I I I l I (. (typical) Trusses(typical) (typical) I I t- r- #�- - Continuous lateral ! , bracing maintains J) !! ) spacing,but permits trusses to move laterally. _Top chords can buckle despite frequent purlins Figure 6(a) Figures Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every truss member in the should be placed on the trusses in any one area;they should be position assumed for it in design.In addition,permanent bracing Figure 4(b) spread out evenly over a large area so as to avoid overloading any must be designed to resist lateral forces imposed on the completed one truss.All mechanical equipment should be located only on the building by wind or seismic forces. between laterals placed at approximately 45 degrees is trusses specifically designed to support it.It should not be dropped recommended for stability ofthe bottom chord.Diagonal bracing in or even set temporarily any other area unless the trusses are Permanent bracing may be subdivided into three logical the plane of the bottom chord is generally not required throughout adequately shored.All floor trusses should be adequately shored if components: the length of the building,but it is recommended that it be located pallets of masonry materials are to be stored temporarily until the at least at each end of the building. In most cases,temporary next higher walls are finished. 1. Top Chord Plane.This bracing is designed to resist lateral bracing in the plane of the bottom chord is installed at the locations movement of the top chord.If plywood floor or roof sheathing is specified on the architectural plan for permanent bracing,and is, STAGE THREE:Permanent Bracing is designed and specified properly applied with staggered joints and adequate nailing,a therefore,left in place as permanent bracing.Figure 5 illustrates by the architect or engineer for the structural safety of the building. continuous diaphragm action is developed and additional bracing bracing in the plane ofthe bottom chord. It is the responsibility of the building designer to indicate size, in the plane is generally not required. location,and attachments for all permanent bracing as required by Full bundles of plywood should not be placed on trusses.This design analysis.In general,it is desirable to design and locate all Some metal roofing materials may be depended upon to act as construction load should be limited to 8 sheets of plywood on any bracing so that it may work together with other structural parts of a diaphragm when properly lapped and nailed.Selection and use pair of trusses and should be located adjacent to the supports.No the building(such as shear walls,portal frames,bearing walls, a diaphragm e materials is at the discretion andofth building designer. excess concentration ofany construction materials(such as gravel columns,beams,etc.)to achieve total integrity. or shingles) 10 11 12 Diagonals form braced bay.Repeat at both length of a web member.As described earlier in the discussion of ends and at approximately 20 feet intervals building design and truss design(STAGE ONE),diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonals bracing nailed to under Dia onalbracin the lane ofthe web members is also used side of top chord 9 9 In P prevent:nateral to distribute unequal loading to adjacent trusses and to spread movement of top lateral forces to diaphragms or shear walls.Spacing of rows of chord. diagonal bracing inthe planeofthewebs is a matter of judgment to APPENDIX be made by the building designer,and will depend upon the truss span,truss configurations,type of building,and the loading. It is intended that this appendix contain only tentative NI i Generally,for roof trusses,the spacing ranges from 12 feet to recommendations that may be used as a guide for on-site handling 16 feet depending upon how it relates to the bracing in the plane of and erection until a more complete statement can be prepared. _Ridge line the top chord. For floor trusses the cross bracing should be There may be some instances in which additional precautions will approximately 8 feet on centers.Lateral 2x6 strong-backs may also be necessary. be used for some floor systems. UNLOADING.If possible,trusses shall be unloaded on relatively Top chord(typical) Figural and Figure illustrate bracing in the plane ofthe webs. smooth ground.They shall not be unloaded on rough terrain that would cause undue lateral strain that might result in distortion of 3.Bottom Chord Plane. This bracing is required to maintain trussjoints.Dumping of trusses is an acceptable practice provided Rurlins continuous the truss design spacing and to provide lateral support to the thatthe trusses are not damaged or excessively stressed in the act bottom chord to resist buckling forces in the event of reversal of of dumping. stress due to wind uplift or unequal roof or floor loadings. The builder shall provide protection from damage that may be For multiple bearing trusses or cantilever conditions,portions caused by on-site construction activity. of the bottom chord become compression members and should be Figure 6(b) braced laterally to resist buckling in the same manner as the top STORAGE. Care shall be taken so as not to allow excessive chord of simple span trusses. bending of trusses or to allow tipping or toppling while the trusses If purlins are used,spaced not exceed the buckling length of are banded or when the banding is removed. the top chord,and adequately attached to the top chord, it is Bracing in the plane of the bottom chord is also designed to recommended that diagonal bracing be applied to the underside of transfer lateral forces due to wind or seismic loads into side walls, If trusses fabricated with fire retardant treated wood must be thetop chord to preventlateral shifting ofthe purlins. hear walls or other resisting structural elements. Diagonals stored prior to erection,they should be stored in a vertical position between continuous lateral bracing serve to stabilize the bottom to prevent water containing chemicals leached from the wood from Figures 6(a) illustrates the necessity for applying diagonal chord. It is recommended that one complete bay of diagonal standing on the plates. A further precaution may be taken by bracing in the plane of the top chord despite the use of closely bracing be installed at each end of any building,and additional providing a cover for the trusses that will prevent moisture from spaced purlins. such bays be located at specified intervals no to exceed 20 feet. coming In direct contact with the trusses and which can be Figure 5 illustrates the use of bracing in the plane of the bottom ventilated to prevent condensation. It is recommended that this diagonal bracing,as shown in chord. Figure 6(b),be installed on both sides of the ridge line in all end ERECTING TRUSSES.The truss erector or builder shall take the bays.If the building exceeds 60 feet in length,this bracing should These recommendations for bracing wood trusses have been necessary precautions to insure that handling and erection be repeated at intervals no greaterthat 20feet. derived from the collective experience of leading technical procedures do not reducethe load-carrying capacity ofthetruss. personnel in the wood truss industry but must,due to the nature of 2. Web Master Plane.The purpose bracing is to hold the responsibilities involved,be presented only as a guideforthe use of Trusses shall be installed plumb,at specified spacing and in- trusses in a vertical position and to maintain the design spacing.In a qualified building designer,builder,or erection contractor. plane(i.e.,trusses will be properly aligned). addition,this lateral bracing may be required to shorten the buckling 13 14 15 Spreader bar / 71 orreless '�•l �-y�` i � l -- - / Approximately 2/3 to 3/4 of truss length - TNI l�V111, Tagline _. ...... Approximately I `l� 't"�--Approximately to 2/3� of truss length ( j of truss length h r Tagline \ Tagline ,ff i .._... /`r t, Approximately 2/3 to 3/4 of truss length--�1 // i, � �\,�I Tagline Approximately to 23� Figure A(3) of truss length h l Tagline For lifting trusses with spans in excess of 60 feet, it is Figure A(2) recommended that a strong-back be used as illustrated in Figure Tagline A(3).The strong-back should be attached to the top chord and web Figure A(1) For truss spans between 30 feet and 60 feet a suggested lifting members at intervals of approximately 10 feet.Further,the strong- procedure is shown in Figure A(2).It should be noted that the lines backs should be at or above the mid-height of the truss so as to A suggested procedure for lifting trusses is illustrated in Figure from the ends ofthe spreader bar"toe-in."If these lines should"toe- preventoverturning.Thestrong-backcanbeanymaterialwith A(1)if the truss span does not exceed 30 feet. out,"they wil I tend to cause buckling of the truss. sufficient rigidity to adequately resist bend ing offt the truss. 16 17 18 i \ SHEET INDEX � \ ARCHrrECTURAL Go CS COMA SHEET/SITE PLAN/BMP SS MIN.CONSTRUCTION SPECIFICATIONS GA (E)1a X30VERIZONVAULT \ 1O GARAGE PLAN A- V M (E)14 Xze 80.Cx®IRON \%F VAULT °n STRILlIM AL a O /\� S1 STRUCTURAL NOTES � v .' Oq $2 TYPICAL FRAMING DETAILS S3 FRAMING DETAILS H.�9RALVINYL FENCE 2� `� 2 qA S S4 FOUNDATION/HOOF FRAMING PLAN O (gsdmNc.MITEwax rB6` \ ^fib BMP LEGEND �Y BROW DITCH EXISTING SINGLE $ PDS 659 B / PDS 859 BERM � -� 4) FAMILY RESIDENCES , � OI- DIRECTION OF LOT DRAINAGE MATERIALS S WASTE MANAGEMENT CONTROL BMP.: WM-1 MATERIAL DELIVERY B STORAGE WM4 SPILL PREVENTION AND CONTROL /• ,',(+YG R r�+ \ WM-B CONCRETE WASTE MANAGEMENT eer�' yoe v \\ RYA WM-5 SOLID WASTE MANAGEMENT , FIRE HYDRANT \ WM-9 SANITARY WASTE MANAGEMENT I. EXISTING SL ROAD MIN. \gyp SGS WM$ HAZARDOUS WASTE MANAGEMENT A `� DRIVEWAY 2%TO LANDSCAPE ^ �� F/r TEMPORARY RUNOFF CONTROL BMPs: ��Tra• ' S 2 PRESERVATION OF EXISTING —PEV—PEV-r' S1 AREAS LID 3.5 �\ VEGETATION S/ /`/,,'`/ SET BONDED OR STABILIZED FIBER MATRIX ✓-M✓`M�- a _S Vl1s O7Z•�'/4 , (WINTER) 9$$-6, 3W2 ELECTRICAL S HYDROSEEDING(SUMMER) �'TSP✓`TSP�` S$-8 PROPOSED ON TORY_ / TRANSFORMERSSA / sS-6 STRAW OR WOOD MULCH -^S/W—S/W— / 1200SF GARAGE / SS-7 PHYSICAL STABILIZATION(WINTER) ✓`EBM—EBM— LID3.8 S SS-10 ENERGYDISSIPATOR S -:17 SILT FENCE •// \� ,'// S6.2 SEDIMENT IDESILTNG BASIN SC3 FIBERROLLS FR FR— EXISTING E STOR SI GLE Fulb 2.2.5 V FAMIL SIDE / -6: / sc$ GRAVEL OR SAND BAGS w N •// 2027S ' SG7 STREET SWEEPING AND VACUUMING • / / SC-10 STORM DRAIN INLET PROTECTION M TREES(E) ', NS-2 DEWATERING FILTRATION —DW DW-- f / TC-1 STABILIZED CONSTRUCTION ENTRANCE FTCmTj CONSTRUCTION ROAD STABILIZATION EXISTING SINGLE FTC:Tj ENTRANCE I EXIT TIRE WASH pT7a +• FAMILY RESIDENCES PERMANENT BMP.: �dllll� 7S0.10 PROTECTION FOF LAT PA AREA ACOVERANUFACTURED SLOPES AND FLAT PAD AREA COVERAGE f S57121 IMPLEMENTATION OF EFFICIENT IRRIGATION SYSTEMS S0.13 STORM DRAIN STENCILING AND POSTING OF SIGNAGE � ^ rt Poo S0.32 PROPER DESIGN OF TRASH STORAGE AREAS EXISTING / 50.34 PROPER DESIGN OF OUTDOOR MATERIAL STORAGE AREAS W TREESm G\m EXIST G E10 OUTLET PROTECTION M ` SH /' / TC-10 UNDERGROUND INFILTRATION TRENCH O ' LOW IMPACT DEVELOPMENT BMPS: V, 19 • /'/ LID 2.2. CONSERVATION OF NATURAL DRAINAGES,WELL DRAINED a SIGNIFICANT VEGETATION (''� MINIMIZE DISTURBANCES TO NATURAL DRAINAGES CITY OF LAKE ELSINORE ye8o. LID2.2.3 MINIMIZE AND DISCONNECT IMPERVIOUS SURFACES SFpARCyI f t_niLDING DIVISION 25(�\ \� // LID 2.2.4 MINIMIZE SOIL COMPACTION v a� nj g 'pGL /• LID 2.2.5 DRAIN RUNOFF FROM IMPERVIOUS SURFACES TO 8 C-24178 1-- I(•' PERVIOUS AREAS N. * RE Q 1`Y (,,. A J� _S'�/I L, g p HYDROLOGIC DESIGN L.•. 'V i7• l _ / PERMEABLE PAVEMENT DESIGN OF CALIF _.. ' , LID 3.3 ROAD DESIGN FOR DEVELOPMENTS P'P ROVE D , / LID 3.4 PARKING LOT DESIGN FOR COMMERCIAL PROJECTS W •\ \\i� LID 3.5 DRIVEWAY,SIDEWALK,AND BIKE PATH DESIGN Q i '\ / LID 3.8 BUILDING DESIGN n , ENGINEERING SCALE:1'=20'-0" 0 i •`� ' LID 3.7 LANDSCAPING DESIGN z v N VICINITY MAP OWNER INFORMATION CONTACT INFORMATION PARCEL INFORMATION PROJECT INFORMATION O NAME: Richard Paremore NAME: Preston Shields-Shields Contracting APN. 379-140-079.00 EXISTING: EXISTING 2027 SF SINGLE FAMILY RESIDENCE,3BR/2 BA.ON 1.22 AC LOT.EXISITNG 2-CAR OCCUPANCY GROUP: LLI Z � � ADDRESS: 15(131 Le Gaye Street ADDRESS: 3587 Keane CL SITE ADDRESS: 15031 Le Gaye Street GARAGE USE; PRIVATE GARAGE VIED Lake Elsinore RAWINCs: FL 3 CITY: Lake Elsinore CITY. Wlldomar CA 92r� PROPOSED: NEW NEW. FREE STANDING GARAGE,1 AD SEPARATION BETWEEN 125 A NG GARAGE TYPE OF CONSTRUCTION: V-B AND NEW. NEW CONCRETE SLAB,NO GRADING REQUIRED,ADDING 125 AMP ELECTRICAL - STATE: CA. sTAre. CA. PANEL. STORIES: 1STORY JUL 0 2 2014 SPRINKLERS: OF B(LEAS: NO LAKE ELSIN RE ZIP: 92530 ZIP: 92595 I CERTIFY THAT I HAVE READ ALL ZONING REGULATIONS AND BEST SOUTHERN CALIFORNIA EDISON: 800-655-4555 PLA MANAGEMENT PRACTICES(BMP.)NOTES AND THAT I AM THE DESIGNER SOUTHERN CALIFORNIA GAS: 877-23MD92 BUILDING HEIGHT: 1S$ SHEET NUMB 0 PHONE: 714-334-1721 PHONE: 951-970.9L196 OF THE PROPOSED PROJECT: EVMWD:31315 CHANEY ST.LAKE ELSINORE,CA.925M 951.674.3146 PROPOSED BUILDING AREA: 1,200 SF FAX: State Contractors License:4947064 .� 0 TOTAL BUR-KING AREA: 3827 SF �� - EMAIL: preston@shieldscomracdng.com EMAIL: preston@shieldscontracting.com TOTAL BUILDING COVERAGE: 8.8% Q - DESIGNER SIGNATURE REQUIRED DATE C:\Autocad\Autocad DWG\Lake Elisincre\Preston residence\cs.dwg 6-24-14 08:16:02 AM GSeword A. General 8. Drilling and notching of top plate.When plplagoduclworkspaced In or partly In an exterior wall orlNedorked-beaMgwall, 47. Fbeblooking materials.Exceptas ogew•ise spedhed in items E.48and E.49 hrebbcldng shag mreislofthe fdlowg malenals with the 6. Operator and mainterancemanual.Nato finali lion,a maned,am dalso,ma-mead reference,or other was M netwedr gcudirg,dWing,ornolchingofflre top pate by Mae than 50-A ofils wit,a galvanhed meal tle not less Kano.0544^cht+kk irdegriy,mainlalned(CRC R30211A): nspeo g acceptable made ' `a�V 1. Applicable codmA t projects shag ccn*wdhlhe20-13Cadona Swirling CadandbrCdraNa Passionate!Cain,Xir3.^ardomis Green and I-M-maheswide shad be fastened across andtotha plate Neach side ofthe opening with not less than 810d nails having a minimum a Two-inch nomnal lumber which Includes all oftlle fallowing shag be paced in the buidng(CALCxeen4.410.1): SliddrgSladadsCode 2013t0a+rotaEledbdGods;20'13CalLlhf-JmcdCo�201 W,ailmiFlurdnxU Cade,2013CarAme length of 142 Inches at each side oregWvelant The metal to must extend momum 6Inches pastille oparding.(CRC Pa02.6.1) b. Two thitlemrsses ofonainch nemNnd lumberwith brokenlapjons b. Drechoasto o nual wnwor°coutentlhat ma shad remain with the buldirg throughout Una life cycle ofthe Ginloure, i Fit Cxob,2o1;3Cabbi B fidlEnergy,ST-i'erwySfarcdial and at County of San Diegoamendnd* a. Ore thidmassof231324ma hwvodsWdumd panelwithjdn5 backed by 2392inchwoodeductural paral Operation and maiNererce inshucdzrm forme following: V 9. Cripplewats.FountlStan crlpplawalls shad be framed ofsluds no less In she than the studding above.Cripple walls more than 4 feetin d One thickness of3x44neh particleboard with joints backed by 3'44nch particleboard 1. Equpmendandapoances,indudngwaterdavhgdaricea and sysaw,HVAC system,water-hemmigsyshems and other major fl height Shea have all sized as required for an additional stay.Cripple walls wth stud helghtless man 14 lnchesshall be sheeted on at a 1/24mhgypsum board appharees and equipment 1-/'v q 8 Electrical,Plumbing,and Mechanical lent one side with a wood structural panel fastened toboth the top and bottom plates In accordance with Table R602.3(1),a the cripple wads f. 1A4mhcement4ased mbboard 2 Reefand yard damage,Inducing gufers and downspout. & S(am"ndfiWng systems,inall condeneeas and air fam. M ,*Z shadbeconstrucledafsolidblocking.Crlpplew28s shall be supported on continuous foundaters.(CRC R602.9) g. Sake abbnkele diamond orglau fiberefouarapproved matenas installed in such amanreras to besecumly retained to place. 4. Lands ergader systems. 1. Exterior lighting.All projemsshal campy witxte County ofVaraMipalghtng ordnance. Bab a blankets ofmiread or glass fiber a other approved nonrigid materials shall be permhled for compliencewith the lDfmol 5. Wsterreuse systems, 1 10.Well bidding.Buildings shag be bated In accordancewth the methods allowed per CRC R602.102,CRC R602.10A,and/orCRC homnntalfiredallig in walls constructed using parallel rows ofstudsastaggerad studs.Urfaceelfiterglassbaltimawdonusedas a Infomsfion Oanloceludlty,water,aWmstsmmerypro idemann*haktnfuMerretlucereswm mm toC M 2 GFClougels.Gmund FalltOmWlmerupter(GFG)oUt6t5MMquredinbahm ,aletchenmuriWaos,allaundryaWmtbarslnks, R602.10.5. fimblaldngshadtllhaertmawo-sectondNewallm*toamirdmmhelgmd161ncbesmeasuredvedcally.Wher ipng, progradeandbptiore. urp'ry rdudng recycle in garages,morewtspeces,in unfirthed basements,and oukl°as.(CEC2108) cmdut asimmi-ohatu dos are encountered,the insulation shall be packed Ughty around ihaobstruction,lmsafilinsulation d. Public Oarsponafionandbrrarpod come available in the area. M n 11.Braced wall line spacing.Spacing between braced wall Nee shall net exceed 26ketaaltemate povigWed CRC RW2.10.1.5. Mal shall rut be heed as a keblock unless spedtrolytestedin the fomandmarearinhtendedfor webdererstrate deal to e. Educetleral material mthe passive impacts of an intemormatve Irmudy between 3060 parcest and what methods an Otto ,j n 3. AFCIoaek.(3edrwm.I.&iceWdrouibmmtbepdectedbyAm FaWCkcUtlmempwms(AFC).(CEC210.12) remain inpaos and b retain the spread offire and lotgues. webmainaintherelatvehuNdylevelinthatm pantmey v 12 Stmerwall cumulative length.The cull length efahear wails vwth each braced wad lIn.shadmeetthe povislonsofCRC Table F. Inkmatlm aboWvstercgvurirg terxswpeandrh mgOhm designandcentrollemwhichwrseva water. r• 4. High+xlficacy lighting.HgheEoacylurtdnalressha0 meelthe elfoacyand exlure requirements ofCalikma&hides Energy Efficiency R602.10.1.2(1)fal leads and CRC Table RS02.10.12(2)krseamk loods.(CRC R602.10.1.2) 48, Rreblocking at opening around vents,pipes,ducts,cables,andwies atmiling andfloorl-4.Such openings shall be bedecked 1 Steh.fir-e0 k. 9 aPP psssgedgam cad g. Infbrmtlonmmaiimdr Ammaintena n ssandtlnimportenceolrifiso gmuddin welar kastting,aaingla lbuldm. O () wit an toed material toresatte fine products afwmhustion(CRC R302.11) h. Inforaretimm tired roWm maiNeneree measures,indudi B 3 13.Shearwall spacing. shadbelaoatedaotmae than 25teet on center.(CRC R60210.7.4) rigburwtfriad b,wJking,painting,gSdrg eawndte buildng,etc. O ter spaces and 1. A copy im abaciaaasdareregy and ce renlivepogrerm aorcing. , 6. Smoke Iataviin building romcameS ndo datedorsare requiredinoaching basements. m°ery-operedeachsetonsam ampl Brea 49. Fl Uocke ingomnwnm xgUe atealswur lyfasbbe ino ddmnefkeblo a and gotspa legs through which yeahchim vyoodjsshall be j. Ampydal special Ns wan verificatlom by rig agency 'av pet' required Us enforcing a en orwoa. T � inthe ixrRnediatevicirMydsleepng mots,and on each daydedndlirg Including basements.Batleryopersted deteoas ere accepabte 14.Shear otheretSheaconsiered pool Game than(CRC the brscedwagtinearil not orheacedwim mncombip rfi noebe secure an strips thespaces be encosandwoodeo'sls,heart, a ~ in existing areas with no construction ladrg plain and In efersions net resuN in removal ofMadawed or ceiling finshes and flan mY otheroisalwdlcasdered pad tithe same braced wag fine. R602.10.1.4) or beeders shad basalt-shppoPong the pacedmsmpsdmealamehal lain lab acressthes ces between manwande marmialandthe 7. Covering ofdudo L ^i ^g g cHmney.(CRCR10D3.19) Pa s e kLctm saMproacgonofmo Ofthefamingam Wasinggduring consfiadim.Atthetmednwgh imslatonorduing access vo anatlic,crawl space,orbasement(CRC R314.3.1) storage rate oonsNetm site and ual final sarWp rime framing and ooalag equipment,all dudandother rested air dsimbuh'on a 15.Shearwat locetlm.Shearwads shed biz located at the ends of each braced wad tlneameedthealamale provisions dCRC R602.10.1.4. tom rent r0 - 50. DrsftstG In W °peningshellbewveedwMape,patem.(CALG laothermetxxs acceptadewtheerdordng aeercywreduce to N S. Carbon moarox)dedEtaclom In building remodels.Carbon moradde dateclas are required outside each separate sleeping area in the Y, g.lnoombhstihie taleds imwhsarea o is onceeled Spam does of exceed ceofa ippmailing amoumddhsladehris wNdh may cdledinibe ayskvn.(CALGrean4.504.1) it. immediate viciniydsleepng rams and m each story da dweUmg including basemen.Battery-0pemaddeWctDrsamawepablein 16.mtlh4tlud shear wall length.Shear weer shelmeetmNhnhm length requhememso}CRC R602.10.3. aesemdy,drsflsbps shall beirsatedsomatthe area tithe concealed space does not exceed IOW squarefeeL OSflslopping shall dMde U existing areas wit n000mtructionaiang pace and in elteraVas ndrasutrg in removal olimenorwxall acedig finishes andwifautaapss 17 Crtpplewallbrecing.Cripple wads shall biz brscetlpe CRC R602.10.9. beloonc fled sparecall ng shag bePprwidedin floor equal ceilingassemmtheaukr�iserrowdbymaanws mbmneaboveandacellkgmembmw 6. Adhesives,sealants,winks,palm,and coatings poluhM control.AdhemmanduLnghnrpetaMesives),sedants,wulks,pairs, viawathc,crawtslaw,orbamment(CRCR3152) CeNrgssus nhalbep iedoorfremi (CRCR30212). aim orating shall cormldy vil�VOC Units per CALGIeen4.504.2 Vedficatimaarnphence shall be provided wilhomqueetafdhe amazing a pie rg agency.(CALGreen4.5)42) rM 0 IQ 7. Water heaterseismlesbapping.Minimum two y44nch by 24gauge straps required around water heaters with 1/4-reh by34wh lag bills 18. Shearwdl and diaphrogmnalMg.AN show wags,roofdephragms,and fioordlaphragms shadba nalletltowpferWg construction per b. R=f Mrosmnskudedcfh sMaopen-vsborpeffmLdmembem 2 CRC Table R6023(1).(CRC R604.3) 9. C s pmdwtrequirements of one ofthe,coa rg(CA-Green U attached drectlybfiamirg.9hapsshalbealpdnd wihn upjnrhdandlewerhd otwaterhaatervedcal dimenswn.(CPC508.2) 61.Draflstoppng materials.Drsftstopping shall not be lass than 124nothgypeun board,3fli wend structure]panes,a other approved 4�)_Ydaana AN carpet the MMldrg interior meet the wring and D 8. Gast lancesin gare9u.Walerbealers and haafin a ri emoa edigdting flammable viz shallbe acetlm 19. Shearwalljoims.AdverticaljoNS In shearwall sheathing shall recur aver,and be fastened to,common studs.Ikme-1.1jolnal^ahear materials adequately supported.Dreflsbppng shad be irstslled parallel toga floorfaernmg members unisomonerwas appmretl by the a Carpetand Rug lnstdWe's Green Label Plus d PW 9bagng q Pm Pab Pm p mUsshatlemuover.mdbefastenedto,mhmuml-124nch4hldvbbcWng.(CRCR602.10,8) buildroofloal.TheiNegdYofdm Program(ad carpel cushier meal meet to requremeas of program) program). minimuml&inchNghpatfamuriesslbdngmWnumberpuMedsWMngigMancesisanlappianw.(CPC508.14(1)andCMC 307.1) islWsshallbemainlained(CRC R302121) b. Caliifome DelaMhentofPubfe Health Stamlerd Pracew forts lestrg ol(Specification 01350). a NSFdi1k Ce40a5cn System Im 41 pa p Opp gf ng q pme ubjad pa pmtmtedbyboManbor 20. Fmdngoveroopengs-Headerseadng Jdss,ortrusseons.(CquM.3.totmnsarloads to verewl members shallbeproNAed over 52. C°mbusabletringd- om.(C CR3021sdhle uhsuahmshad besepaaaatl rrir8nurh3inches damrewssetl luminaires,snmOiers,and d. Scienific Ceroficatias Syderrs lMoaAMaNagTM Gdtl. Q 9. Ira d imtmmd Imees.Waterhea MC307.earn tooth e J ens bvelvcuiarim dshadbe wndowantl dot enN sNloadbeaM wagsantl_ op g g padltlons.(CBC 23D4.32) overheat-producing devices.(CRC R30213) is an equNdentmeawre.(CPC 508.14(2)and CMC307.1) U 10.Resilient flooring sy berns.Atleasl50 percemofthe decrease doewirg resBandfaceng shall campy war the VOCemssbnfmisdelfred 21.Jost untlebesring partitions.Joists mtlerperallelboarirg padBmashaube dedequate shebwppantheload.DoubaJolste,sized b in the Colaborative for High Pedor mSchools lily 10.Watercl s tclearan°a Mnimm3Nmh-Wdeby244m4deepc]Nmn mquredalh°mofwaterdmt..(CPC407.5) adequately wppod the load thd°re Separated to pemttthe retaliation dplpvg a venteshall be NdEeph sodtl-blocked wit mhMum 2- 9 (CHPS)Lowemiling Material Later coddled underte ResdieNFk»rCaenng lmUlWe U Inch rwmNallumber spaced dmaxlmwn 4fedmcenter.Bearing padEonsjeryentllcularbJoss shad not be offset from supporting F. Genteel Material Specifications (RFG)FbaSmre Program.(CALGreen4.504.4) Z11.Water closet efficiency.Pill water doests shall use maximum 1.6gai s average perdush.(CPC4022) gided,wat,orpaNtlons more than the joist depth unless such joss are ofwficiem size to carry the addltlonal load.(CRC R502.4) If.Campos wood ui 1. Wmher.Adjokts,road,bows,and pws2-rchesag4nchasNlck shadbe No.2grade Douglas FV{arc„orbetsr.Al pose and beams Products.Hardwood pYv'ood,PaNdeboanland medum dersiy fiberboem composite wood products hsetl on the N 12. Showershe.Showercanpadnens shall have miNmum aread1024 square inches andbea�lebenwmpessa30irchdamela dada. 22.Joss above Orbelowshear walls.Wherejdss are perpendicutarw a shoarmil above abelOW,ad.]OK bendJolet ablockin shell be 5Nches and thbker shad be No.lgada Douglas Ftr4.arch orbetler.Studs notmareNan Bsetlmgshadbastudgrade Douglas FV{arch ran°r°rezlen°rofthebhddingshaIt meet me requareda torbmWehydaas spedfiad inARB'sAirToxim Coad Memens for Shaver doors shall havea mnmum 224wh unobstructedwidh.(CPC411.6 and CPC411.7) provided along the aide,length dthesmarwmd.Wher lss arepamdelaa shearmIlabova ahebw,a rhnjoladeadjostaot�er abater whensupportlng notmore than one floor.mot.and celhg.SludslmgerNan Bfedshellbe No.2gretls,Douglas Fir-Larch orbeller. Canjxxaa Wbod Verificeim ofoonpGance shall bepraidedas requestedby to enkrdngagncy.(CALGreen4.504.5) 13. Fireplace applimces.Fireplaces with gas appliances are requredwheve the fluedamperpearrlasmyforedIn the open paJtim end paamvel Nlrbesowthesheafewae ecdyatlbeib ancUUbrbebWtcking at h spacing shad be rea arllel taming Nveen to ernbotdamingm ocaere torcannot be located 2 Cmereta Concreashadhawamhtnm c°mpmsa 5bergthof2.50opslat28daysandshadcwsstdl PeAtement 3 pars sand 4 12 Moisturewnhentofbiildng materials.Bolding maenals with visible signs off-terdsmage shad rot bet eaded VAdila flwrtarNng I% o fireaceswthLPGa iancesambhwew' or'sLffWcmfgurstas.CMC303.7.1) adeofthashearwall.CRCR602.10.6 P pars t-Inchmadmum she rode mtlrwt more than 7.12gadms°(water persackdcemeN.(Cl R4022) shad not be mdcaedvienthetaming membusexceedt9parcenlmoshrecomem.Mdshmawdand badbevedfiadin conpliancewilh E d pp pfl ( ) the fdlrnwng(CALGmen 4.505.3) � 14.Chimneyelowanee.Minimum Nod chit deaanes required above bull Who%fial horizontal ofddma.The chimney shag 23. Floormember bearing.The ends efeach tkwolst bead.orgWershadhaveminhnum l-12NchesdbeaM almodormaaland 3. Mortar.Mortar used In croshucUm ofineso^ryweds,foundation walls,and maWngwalsshalllomfam toASTM C 270and shall wnsbtd a• Moldueoxt.ntshallbedeterrlmd Wthdlharaprdb"Peawdad4yPom tLrerater. 3 extend mnmum3 Feet above Fighestpdnt where chimney powers through loaf(CRC R1003.9)horizontally y minimum 3 hches ofbeaMg on mason cocrea exceptwhere su tied on a 14mh4h nth rtbm a61 and raged to adjoin l padpodlend cement 2-1/4 to Spars sand,ad1/4 b 12panhydrated Ume.(CBC 2103.8) b, Atleattmeture arldomIshe be taken alross feelk4be coned feet m mathe adeoorImm stamped enddea�h piecebn acceptable rti stud a by the use of approved last hmgers.(CRC R502.6 PPe Y-04 P adjoining a e prWcl,d.Ithe isWremaoval I- dmth,medmwdgfrmoafraning vilhdowmenaem eccepade tithe enfadrg ti 4. Grout Grout shall Gardened tttAS minima mdshadwnsidofl pof2,000 psi camerals,(Oarthydmled Ome,2=/.b3pars send andtw 9 Product theimsd wets h vengh wistwagandfloerhl be re C. ASHRAE622-2007Mech,,I,IVemgatm/Ind.,M,Gwlity 24.Fborjolstiap.Floor)olssfmnbVoppesdesldamerabeabgsupponshalllapmNMhm3Whesand MWIbonagedtogetherwdtdn 2Pads9raval.Gr°utshad eteNa mWmuncmpressNe strength d2,000 psi et2g days.(CBC21W.12) covilimidahm eMppU wnisLgatwsblywtsshal lmft nuhcare m drying replaced nclm erwbswein wed adoor mNhnun 310tlace nada.A wood oametal cartes.WeFappded insuagm produdsshal fdlowtlle rrenuadurere'tlryingrecanmendatons giab endosum. Le- 1. Tmnsterair.Ventilation drshallbepmuiretl drectlyforn the outdoors and notes harsferairG madJacemdwalling orris Orotllerspaces, Rinimum space with strengh equal In gmater than that provided by the lap s permitted. S. Masonry.Masonryunfs shag compywlth ASTM C 90 forioadb-Ing mmmhtemssonry unit.(CBC 2103.1) Twelfsuch grages,urcondillbeepoldcad,aayill=theo atlas. 13.Wide house exhauster openings.Winds louse exhaust Ism shall have lnsuleletllOwers acovers which close wbenlhe snsog. 3 25.Flonjoal4oglydarsuppGFC Fborjobitsframing ho the side of a mod grdershadbe supported by approved anchors or m ledger a g 6. Rdntcmind"Wel.Retria l steel used in cemtrucdw d me retnfod masunryorcmcres slmctwes m shag be defaed and complywth Cmemortw mshaUhmamrimumimuiafmvalwdR4 ree 2(CALGn4.507.1) ASTMA616.CBC2103,13 N 2 Instructions and labeling Ventatm system wnbdsshall belabelhaiandthe home ownershslbeprovided vMN lmhuctiGnson fhawk sm minimum rhanInd2lnchasb 2inches.CRC R50262 ( ) r N operate the system. Ps Y ( 1 14. Heaingand a'uconditming system design Heafing and av-caMiUonug systems stWlba szed,designed,endfave NsregWpmeN 7. Stuctal steel.Steel matl as student shapes such as wide4mge sectors,chaMas,plates,and angles shall campy wtASTM A36. selected usigthe fdowing Methods(CALGmen 4.5072): 26.Floajols yStaal manttof Roahheaer,bewppao rhJoelyo an ad and eachlmemetlile suerwise mNMum24nchNl Support P ad-.Shell oom w a The heatless and heal s established ao�adrg loACCA Manual J,ASHRAE handbooks,aroger 3. Combustion andsOlid-fuel toting appliances.Carhuston appiances shadbepropxdy verdedandairsystemsshagbe designed to blocking,byatlachmantbtadept header,bandJolstaNnJolsttcen adjoining stud,arshadbeotherwtss provided with lateral wpportb Ply shASiMA53.5WcgadabeashagcgnptywM ASTM ASOO,GSde B. methods egWalem design software or T prevent bade draPong. prevent reatlon.(CRC R502.7) 8. Festenshe for re mtve-teasd mod Fasanea for nesevaWo-heeted and vie-retardantfieatee wood shad beofhotdi dipped rinc- b. Ductsystems are stredaaandngbACCA2&D Manual D.ASHRAE handbo°Is,orotherequvalent q P p PP e. SeledhaaN and000d dts.reamta.ds methods. 4. Garages.Thawed and openings betwcenoocupiadasparesand the g4areg shad besealed M/ACsyslermlhatindude allhandlersa 27.Fteajolsthrdging.FkorJdss axceetlNg radial 2lnchea by 12 inches shall be wpporletl aterslybysottl blocking,diagonal bridging coatetlgelvanhetl steel,daiNess ssel,sakon bronze,acoppar.(CRC R317.3.1) g rig equijxnentacmdngteACCA368 ManvoSaetlterequvalemdesgn sohvareamethods. return duct haled in garages shall have told akleaka edro more vm6%dbal an dowwhen measured at 0.l in.w.c using Calkins Exception:l2-hchcomearagreatersleel bob 9s gal g rig (wootlameal),aeconrNumsl4nch-0y-34nch ship nailed acro55ve batten olJossperpenakulara Jolss etmaxMum&footNNrns. Except!on:Fasanes otelhen nags and 6nherrlwssma beofinechaNce da raeEpoz.anxFAareraRecNEDvlsrosamu.l.L...asa O Q Tine 24aequgvalens. (CRC R5027.1) Y A% poaked alnctoasdstealv4t coatlng walghsN ...ordance with ASTM B 695,Class 55 minimum xuxeeSaxo xpaor mM awamins..'arx...LENENn MEANERr eA[aG IF F'St�xtlRa 5. MlNmum filtratim.Mechanical systemswppyiag air teoaupiade slaw through dudwork shall beprwitledwNadlarhevirga miNmum rag Framing dfleoro in s.OpeNngsinfloorfiarN shall header and hingrer' ranExaR scamox ter effid OfMERV6abeser. n9 pen g n9 joss.When the headerjdstspan does 9. Fastarrom firmotardantfieaad wood.Fassners forNe+etamam-0eaad wood used In exsrlw8pptalons Opel cra mp locators us X. •v cam• r, et jors may bea single memberthesames've as the fleajdst.Sir�eammerjossmaybel sedtocarrya shadbedhotdlppedzrccxlGdgahantadsae1,stair essteel,sgkonbra copper.(CRCR31723) ran'^r«««.In•adr,enenhoh«qa.,m...a ]m ahr•anal mu usxiviawa]a DescSdnox OFFAsxExER°•• tin. i...a W q Y sirgaeed4te the ..N.-il.m.w.« -corNaual m E°«.,vomen.m�.aniaam,°mhoom°«ma°n -line^om Wen snglehaededoublbwtedwjhn3feteose ambanto sstbeanng.When forming inkithe headest span r Appcil feet dhwomshjdssandheader m.�mRl.ab«he.M.dh.«mo.Mm..,I, wet om r .-.1.--......-'-- V 6. Air tries.AiriNes(noexhaml)shallbelocated away from kravm wnardnams. Jostshall be doubled and ofsuBdentorwssecionwsu ilia floor scram moms header.PPort loin rgi APPrwed hangreshallbe usedwrthe ] a.tm _ em....h a'•o.+h]7 nelamnmrwad V he ads r-Jolsl4ouiower-josl conections when the teaderjdstapanexceeds 6feet Taljdss aver l2feetlmg shall be Supported albs . %.nalm+hr•Nr•Nmo.•v.a se %°r' amm�r'e••o.n"(-.n a tz° �I 7. Air movingequipmect Airmov4rg equipment used to meeteilhwhe whole-bugdng wnUlatonmqurementatelmlverdllaem exhaust heararbyframi anchorsoren G. Roofing and Weatherproofing shoe P'.o.tN1 j requirement shall be rated interns ofairdwv and sound. rg edgersmps mnirmm2irehu by2indhss.(CRC R502.10) s m.mr . -xe Phr.anel 4dAr dm�m«,a••nnslnnm.amr.w.G a t2 q a All conmohslyoperstrg snsehad berated alamatimunafi.0sma 2d.Girders.Girders krsin lo-s 1. Roof wverin Aliroom✓en shallbeinsated ra nR1v°0a'•"Rn°' '•e• d-mia-'..n+l m... a Iadermitlently operated whole-bold ventilaim are shad be rated atemaximum oflAsora. B torycrosmoemagirlers supporting bads frana singledoorshall rotbe lass tan4 inches by6 mchesfa g n9 pa pptwdemqurementsofCBC1507.Rodcovedngshag be allemtClaw Armed N axes P`rr,o.+N1 'lies-r -..'a'e•.G-1 s t2 W re spars 6 teeter less,pmridedgalgrdere are Spamtl nomam than 8 sett wnar.Otlergirdesahagbeeesdgnedbwpportlhalwda accordance Wth ASTME1WaUL7Kwhtch shad include coverings deal day orwrorearoofNe,exposed roofdeclt fends oroapper a 90' s+N P'u•a+sst tasmmronrr.nla¢xrer.r 41 a Irdemduenly operated kcd exheatars shall be madetmaximund3.0sone. sHr�eaorshess.(CmNy Bugdryl Com92.1.15l)l Vw-i%a °pvr•an+ls.mmm..' spcdfiedinyhe CBC.Glydarendjdns shall ocwrwersuppors.Wl.nagrvderissomdarerasupportanadegwt.te shall be provided z F, d Remotelylowled air-nocrg equipment(mmmed outside of ablade spamajImed no meetsound requirements bat least4 feet of «h.va mm•rw,a• +m P••a+a1 The earls obearr;orgrars supported m masonry or ooncrea shall ndhave less Ihan3 inches of bearing.(CBC23W.7) Rwp n.«.cm.pwc«.l,0-.r«m .. T�U ducModcbetween an and inake gall. 2 Rodfleshin.ResH shad atvvedaM mdinterexdions,al Wars,vfierevermeresachan +adP'rr•o.+sex mwa.•n«era `/1 x 9 re 9 gar roofslepe19inch m,and m do s •ima.I-. . m `uiuear '+,'wua,nm,.uno mt%r,r..R.orR _ ` ), W. Ridges,hips,and valleys.Rafts shallbefamedwarirge hoard Orkeaolh dverwiha gusset ptete asabe.Podge boards stallbe aroundrwfopeNrgs.Whemfluhirgisofateal,ve mehshallbeconosion+esstadwihatNckness af�ot law lhan0.019rch(No.28 "° `°m'm°r"f°' +edro'v•ataa) Aamre.w eao• nv.ewramwanm t•.ox.a.pa to viz,+htrma s ° V Q rrinimtm l-train nomad thickness and notless In depth than the cutend tithe rases.At all valley and hips,thereshal be avalley cl Star galvanizedsheeU.(CRCRW321) cmamm•n.m.%«n.ah«^« awarr.anal - %II F D. Foundation and Undergoes notlesstan 2-inch nomad thickness and rot less rdephthan the cutenddtre rsMr.W andvdl mftersshall be 11 oma.a«•,.m.« +m p•.axN7 N•ac. as meo: °all M1 i m s byabrscew2-inch P ey supported atft edge Yxaivaa dj--lid-I1paa`^ rg padtlm a be designed carry anddehiburevespecificload alter point Where the rrofpitchis leseman 3:i2 3. Crickets andsackes.Acridretor sedde Mal be imtalled m to ridge sideofanychimrey Grpenstafion moretm 30inches wide as -bl•hm.lwl.«.0 henP'•atml sna..mdwaxm measured o.,ahw p�•wa.a+.vm•cant omn a.«r.w, 1. Fomdat-reinfacament Carmaros footings and stemw 15.be providedwith a mmmumtwomiditdwl No.4bad.we althe top slope(VA graded),ffiudund membemthatst4podmbm ardceiirgsjoists,such as ridges,lips,and valleys,shad be designedw Perpendwlartothe dope.Cddetoreadde coveringshali be ehcal meal eta same manual as the radoarenng.(CRC .-..r.r...,- -sitiv•o.xsen a..x z �Nund tsav°.a`io wo40yre nar,suon a.+mmd.+'r,•hm¢xh, z s and me al the botlan tithe footling. beens.(CRC Ra023) R903.22) a.•.a.«pnrm.'-...c..m s«dro'r.s+«7 Ill ,g 1-,, •• ed, Pi;;w.,mmmR.z.ax.u.ra+mp.e Pr;mR+h; z ylgf etl•q•I•bpm«nlmwR anrmd w«pima• >•+N P'rr•p.196'1 18'0.. N•wdn.d ,Tryewor9 17 2 Shmwdlfoundatonsuppat5heawallsshdbbe uppodedbyoas'nu°usfoundatas.(CRCR602.10.7.1) 31.CeRingjoistard Sgercorrectms.Cellkgjoistsand rafters shall be rated to eazh other perCRC Table Rg025.1(9),and the Ssershall 4. Wateriesis5ve banier.AmNmun donelayerefl4o,15 aspWtfattshall be attached to studs a sheathing dal eoedawalls.SwAhsttor sm P'xr•ara•x - .watt m°, L CQ berthed to the wall top plate per CRCTable R6023(1).C6irgj°issshallbec ffnumveawwrdyjoimdpa CRCTab)e R8025.1(9) manual shall be applied hasmalty,with the upperlayalapped ovalhe lo,•,sr layer mnimun 2 Mal Wherejrns°aaxtfitlahallln 1. ama rasa.q.m,...n m %ward.« a61„�,r�' x'a'i%o� I�1 - 3 Cmcrelesla�ongade.Slabe-0 atle.hagbemnlmun3,1.ch,llcI CRC R5W.1) whom they mewoverime or rttons and as raged to adaceN afemb lapped mNrnum 6 indhes.The festal be com umstothe -xero'rr•anel rim ax•aii+l.ai O n9 I. Y g 1 provitleacontinmhs ee across Gal are .(CRCsllsandamdretedaperatratasand huildrg appendages In rpmm.p°h.-I.-I. x-adoYr.b.'a, ah•.ontl..hs 0 T paageltoaftels.Where calfir sal are no comrecletltothe Share aline wattop plate,joist conneded hollarimhe aEcahad be Installed mennerwmairnainaweater-rasisantexlenavaderrvelope.(CRCR703.2) ...... ear�d'.'V-.+z¢xrem v 4. Vapor retarder.A6ml pdyerykene Orapprwed vapor rean)erwfNjdns lapped minimum(Imces.hall bepaced between a cawrea sciftertes,aasertes shall bizinstalledtomvide aconhmouste.Wnere ceSn 1. mpq•.u•.h«•nmm..md.h.•mm.•.a«.0 .+mp",'.j x P 9ldssare net paralldbrsMre,reflertes shag ]'u-+vr hmmmm.rr.R1•¢Imh.r slabongmdeandgnbasecanseasubgmde.(CRC506.23) In Installed Faderfesehall be raid-2iruhes by4inchas nortinat installed jail Table R802.5.1(9),a connections dequlvalent 5. Wall flashing.Approved mnwionaes'sant flashing shallbe appfedshinye feshlm at the fdlowimg localbre w preventenlrydwaterink .wgm..n...r xadP'xr.¢.rn7 °mrm«ant;.a.n¢xmo +a N wpadtes shad be pmvded.Wlhem ceilin xam..+'m glossaSlates are not prodded,the rill,7e famed by these asereshaV heauppa[ed by a.wedcaNtyapendwindwopernigs,ebuilding to surom,og exteriens(CRC R703.8k _ ,m,.xa.mnrm=meantrm•nrnm,,.o.erzms xw=aaaun. r ,•7 5. AnOhorbds and sills.Foundatim palesasids shallbebdkdorandoredklhewwdafim orfmrdatimwall patine kgowing(CRC Orergineerdesl9ned getter.(CRCR802.3.1) a. EderiadoaandwindowapeNrhg,extendngwthe sudacedthe exterior wall finishawthe waterlesstiva bemerwrsube era • zed ahr•nttr) W rw F Arpdra.bod"CRC-ifle u): drWm9e �° °^'A a`°°o x.•q«P4• .mat nix... m.m.,,.x w mr...d m«n.:.m sea.amn%a..ar.e rer.m.a e-w.m.a«mwnap MO ad lxk'.e.+l]7 mmm�xmmwm«.bM«r'.vrre+.ma.ranrrt apwrormmxab.r«da.l9xwc%fNtic.,mm«a. q a. Mhnimum124mwMdametersleelhols 32 Ceilingjoss lapped.Erxs Ofceiringjoists shall be lapped minimum 3 inches abutted war bearing par hone or beamsandtwnatled lathe b. AttheimewcUmefchmneysorcthermuarymmhuchonwihftameorstwowals,witprol.Unglipsonbovskiesunderducro11 I °"'b°"a'°' I. an.q°•Av a q 'mmu«.h x.p rnm.araxrnme.eo arnwa nmm.a roaxurmmmnda.a.,waxa rcnmw �1 xy b. Drib embeddedalleast 7rchesimowmpromormasonry, manngelement WteS Owing jacts provide resistance to SMrtna4 lapped joate shag be nailed together per CRC Table R602.3(1)and C0pim9s ° be a.N rz%,c nx .say««.rapop.--.w.mn.emn%sx,mmdno«�«ww.wau,. �1 r U a Bds cedmadmurn6festmcenter budedjoistshall be ether in a winner mist CRC R80232 a. Under and alga ends of wood,or •e'•n-wan h°..mn••mso ..« IWQ spa k9 ( ) my, pages and ss a•uq«+h,- raawrmy rant„«...trim«mmim.xn,.Wm,�w,.nmwameerMmorm«w 3[ d Mnimulpacelids perpaalsill pert Win one bdtlowted maximum 121ndas and miNmum76dtdamears tan each end deach d. Whemetemorweadpnlaccsrgbtigmam er<,.rimy.e.rw.sr.ap..yynw,w.,mr«mgm,.,.raa% 1UY MIrdmum34 33.Cdch by4Cdlatesandgassapsk aesstwimurn 4 shall het^necadlnm2.3.1)rid dtlhe atticspaw.CWariesshau bea minimum S. Almdaxadaptermcdeck,aslaia atsdhbawall°reom assernkty ofwoodfrana mreNxcfio^ sa r«psdm.h..mx tad a'y.tint -Al-mns..m.,w ncvmdew...mum w e,nneraaza2. �h/rr� Q 3 e. M'Nmhm3imh by 34arh by 02994nch steel pate washer between sill and numeech hit iinchty4irclehi nominal rand educe span ofimlm4fed on center.(CRethanter f. Atwagandtleas sediom N «rmrm•w«mmav r«..m zed....;•111,I .m n.n.pm.mwm.m.na mm.r.ea..ed m..mdma•.o.rW.abm«m ram mrar:xd.a - �'/ eY 34.Patina Putlim'rsalled to reducelhespandaflarsshatl basted totlessthente requredshedlhe mflersteY support PuNmsholbe e- At bugNnghmers es «nmiOA rm.•0%' .wmndmanw...aswxn.mmmm,deamdmm.r,..au«dw.rx room-baetm,. fi. HoWdowns.All hold,I,-must be geed in pace piatolbad.b.hopGioda. continuous and shad be supported by 24nchby-44ruh nordoal bracesi staled b barring walls d a mrvmun45degreedop.Ill ommrad.pm.r,nmd and a«.ma +«•p'rr•n.tarj unmrrxmmisr.«,,..x,rv„ O honzomal.Thabeoasshelbes engt( ) 6. Dam oofin. PP rg g Pa g Rimla•h.eprum.h..«o.q•d«•m.•.«I xm a'n•.p.na1 paced maximumbfeedoncemerwithamaxdmum 8-kol unhScedl ,CRC R802.5.1 PW 9 Dam roofi materiel wrkunoaionwags entlasin txsades cebdow Ode shagbeinsolledmte extenorsudaceaf nwmp.«.w.rim«darod,mnor.v.,,a.n,..d nn,¢.am vw,..rw.nmwm«m.am¢m..mInh 7. Pmaetmdwoodagaimtde Y.NatumlNdwbleor mWe4Saledwmdshadhe mg ( the and Shall edendham tab dtha grade. ) m«mimxcb°m,-mmam"n +m P'rr.o.tarl ..mb.mxo e.mwm rat,..r«trim«o.rm..wm.m,emm.m ar.ar«h.u,m rm.pv«nr.m do.,mn.F.1' pass pnzuidetlinihe fdlovN locators CRC R317.1 p facing wfinshed de.(G2C R406.1a.yo.%waa °saran«mmuarrnm.n.m,oamd,amm.rmmndp.y mv«mdnw..n.aka,«d antl CRC R3172): 35. RmBoating member bearing.The ends ofeach reMracallirgjdstshall have net leas tan l-12 inches dbeanngmwmdwmetd and n., .raw a«m zmmi a. p,.,w,¢_ kr� l a. Allvwwdkmm�odwfthground,embeddedinwncreleindrect o Li Wh mr)d,membeddedinwrcrea rg m Masonry acaeres CRC RB02fi 7. Wee scread.AmiNmum0.0194nch pill ° " ..°hNOrw"«0.-1" m.. te.,.l 9 expoudbweater not man 3lnchesdbean ( ) P (Nb.Z69aNarizad shretgage),wmsian+essarhtweep screedapastcwsep screedwime :a Ev ,d. mwhnw +«n•D.ha1 «m ixa ran°`m�roas""i°awme xm, roasmxc nas end«arm,M.edm...da..,ww oa as nmemm««nN- 1�1 b. Woalloca within l8kchaeand woodgderswihn 12 i�ches ofthe exposed ground In crawl spaces shallbeofnaturadydumble Or mdmumveacal attachment Bang ol&12michea shall be pwidedator helowta fmndaton plate[man exterior studwal Ttaysep a udre%sgr«r.mr«Imummmn s+«ro'n•.ate1 a .mlaam.mr h�°+w°•na• mr•m•�h^h^a<m.•m«®q�mrop.«h«c..%memmgmm.p,mmmnam,m"r.dadw,a S proservatMetreatedwood 36.Rmlmiling memberlaterd]suppod.Rediamingnembers aMceilingjdslswtha rxxdral depth-to-thtoosesahoexwedrg 5:1 shot saeeddhall be paceda mrimun4 inches above the emb a2indlesabove paved areas and shall be da type allowing trapped wearw m%n=carver.°.+-2,t enrmr«a.°rant,n.-1-.'.gx«sm«mmmx«w%.vrpmmmhmmw a e. WoodhaTingmembemfttrestonc mtearmasmryexanorfowdatmmis andamisslhan8im hmfromuposede.Mshdl be provided with lateral support at pdnsofbeanng toplaventmalion.(CRC PXZg) druntothe eMedorofvebLOding.(CRCR703.6.21) xr«nx.a«rmi:mx"---.-x«�m°aro,Taxin.m:nao-tame :a aamv°,%e.^ 'mdo:ea°r°°emmu.p. be of naWady Made a presenative4reated wood d. Wood famng,sheathing,and siring an tle exanordthe butting and having ceaance tau tan Oman.fan theexposed ground a 37.Reo9cegirgbridgirig.RasersandwingjosMWthano:r'raldepUNo-thldb mloexmedmg6:1 shad besuppomed laterally bysdld e�ED ARC leuthan2indasviniralyfmm"'nnote steps,porch slabs,patio slabs,and Similar horizontal sudace exposed toweater blocking,diagonal bddgng(wood orniea),as cmfnuous 1-inch4by-3ireh wood snip rated acrws the reftersa.Ingjdss hrt maximum H. Gradingandsolls �� CH4E y�T e. Sills and sleepers on commit,a masonry slab in diredoantedw with ground unless sepeaad it=such slab by Impervious moisture 8-foot intervals.(CRC R8028.1) G�kt? 0 y`'4FCv� Bader 1. Grading permit Gads q yadsa'darry cos or* 8feal v Z, Ill lu f. EnelsofweodgdeIS entenrgmewrvy,acomerste walla with clearences lass than 112 mahm ng ® ngpam@re n.ifvdwneoeaM moved exceed 200 cubic C-24178 888 F- lop;Win, 3a.Freiman desgn texcie opening.OpeNng in my be ii frwrdn shall beframetl with andamm n Sri.Whence Mader heghUclepN.(County Gating admnce 202) g. Wood strucWalnembers suppatrg moisture permeable floos araosexposedtoweether,such ascacreaormasmryslabs, joist span does matexGeed4feea to theedarjdst may heasrglhx memherte same sin as thecairgjoistor afiec Single himmerjdss * Rpg Q unless sepaatedfm°m such fleas a=is by aninpervow mdslum banner may beusedk wmrya sire headerjdstl°raledwiliin 3feel dthetnmmerjdst bearing W/nenmeheaderjdstspane cis4aetme 2 Compactlon rejod Camgcfianrepod requredwrfid material 12 inchuaarure In depN.(CBC 18W.5.8) SEPIDaER 30,2015 h. Wood%dpngsingorppled already members amorooazeteamasonrywalls belowgrsde excep ammerjdsageme and shall bestaliall be adforthe heaedandofauEdentamsaeectons uhentdhe ehealkgpisspaafleands 6 faNtotMood.ov where vapor reamerappietl hetw9enwalland fumngsNpsaframing members Approved hangers dad behxcedfa the headeydst4o-timmerj°ill mnrhederewhen me heFedajoisl span exceeds 6feet TailJdsa over 9T \P 8. Underfloor wnfilaton UndeN re oeraes shall haveventadm openings through foundation walls orwdedorwalls,vim minimum net Gal 12feetkngshall be Supported addle header byfianing andhore am ledgeredips mNniun 2kmhu by 2mches.(CRC R502.10) I. Green Building Sandards Code(CALGmen)Requirement FOFCAI.il �� U ventagenaperimsolsgmmfwtforewhl5osquamfwtofundersmrama.Onwer ventlatng opening shag be within 3 feetdeach 31L RDoffraaning aboveshear walls.Raflersorreoftnuses shall be connected!to tap palesofshearwomwih docking belmon the Sgere or 1. Appdcab)iIy CALGreen residential mendalo Z carerdthebuldng.(CRCR40&1) trusen.(CRC R60210.62) ry measures shad apply to every newly consul building astruours. 9. Underfloor access.Undadoa areas shall be provided with aminimum 184nch hy244roh aeceu opaning.(CRC R408.4) 40.Roofdiaphregm under fill framing Rod plywood shall becontinuous wrier Cagoma fill fiernng. 2. brigatlon compiles.AWanale hdgatlm eyelet contrederebrlandacapNg shatcanpy with the fogavMg(CALGreen4.309.iJ W a. CwUDUem shall bemother-or sold mcall-based cmbolleS that automatically adjust hdgatm in responaefo changes In plants'needs Q 41. Rwfdiaphmgm at fall Minimum 24rch reninal bloddrg required for moldaphagm nailing at anges. °sweatharcmdiia,change. 2 Q E. Wood Framing b. Weathe4aaad md"Uerswtham Integral rainsemors a m commkatlon system m athat accouwr local rsrai shad have a SeparateQ4 42.Blocking Gfrooftmsses.Minimum 24nch normal blocking required between busses at ridge lines andatpdmsofbaarig atexteformis. weed awtelese rain 3weell conmedsorcommunkassvMh the contrail s).Soamoluaabased cantrodemae no required to9�9�9�jjj havamnunsorinput 1. Faste°orregWmments.The numet sin,andepaengpffesteners cannecergwoedmamherdeleman6 shad not be less than Net set z whin CRCT,11,-3(1)(CRCR5029,CRCRSD23,and CRCR6022) 43.Truesoearence.Mnimun l/24rch clearance mqumd between lop plates alidedornoo-beaing petitions and bottom drams ofaea. Q hus 3. Joins and openings.OpenhgInNe building envelope sapamtlngcmd'Nmetlspacehom uncontlltlmedspace neetletlbettanmodate 2 Studsaa,h.ightaWd p.Ding.The.',.,Mighaerd.pa.trg.f lWd shallbe inaccordan.Wth CRCTade RW23(5).(CRCR6023.1) 44• Drilling,cutting,and notching ofnxof/dmrframing.Notches in wgtl lamberjoll call blocking.and beams shad noexceed oneskth uNyardotherpenetathmmustbawaledincompliancewilhthe CaO'omle BergyCcde.(CALGreen4.406.i) N the member depth shot be ndlongerNan om-thed the member depth,and shad nobe local the middle one4hW tithe spar.Notches Emeptlon:AnnUuspacua°u^dposs,debkcables,condulsorotheropenrgshpatwatexledwwaUsshaUbsproWctsdagahst �t• 3. Sill plate.Swdshad havefW bearing annominal 24nch tide orlargersil pate withvidh at leastequal to studwi(CRC R6023.4) stmemberends shot not exceed ono-fauM tmme berdeph.The tension side dmembers 4 Inches agraalerIn nominal thickness shall thepassage drorlens byclosig Such opening with cement molar,concrete mwaryaa shrillarmethod accepabato the entheri a notbenokhedexcepatmentberends.The dametwol holaboned orcut lnlomembers shag not exceed me4hbd to memaerdepth. agency. 4. Beadngstud&Vvhemjossbusses,amaemamspcedmoreg+enl6inchnonwnterendthaheadrgswdsbalm,mspamd24kchm Holushat not be cbserthan2 Inches wine top arbottom ofthe menbeorb any otherhole located In the mamba.Wheretamenbers Q on center,such mambereshad bearwhn 5 Inches dthe stud beneath. RW23.3) also notched,the hole shad note closerthan 2 Inches tithe notch. R502.8.1) 4. W va ConsclonsWmdudbn,dspmal,mdrecWlin lvage g.Reduceard/asa taminimummuse a minimum olW pementdthe nonhazardous - - - O F construction arid donation debris.(CALGMIM4.40a.1) THESE ARE MINIMUM REQUIREMENTS z - Ill en0�r.. 6. Ohilling and notching of wry stxds.A stud in an extemorwall or bearing portion may be out or notchedw a depth hotexwed fa ng25%ofils 45.Exdelandings,decks,balconies,and saws.Such elevens Mail be positivelypositivelymo vely homd tot W e primary b e deat both veNca Exception:Excavated sea and land-tearing debt. width.Studs inn rmaring{a+timsmaybemwhedtoadepthrotorex°eed40%alesingleshxdwfdth.AnysolxinaybetcredadNled and lateral faces ashadbedu"timseiFeuppmtng.Atachmentshalnotbeacc°mpeNedbywooftcanatsornailssub7edw TheCpunyofS3V1a a,DepaNnantof Public Warps,Constuctim6Dam°gton(C&D)FacddesGudeIsmdneat: AND SHALL NOT SUPERSEDE MORE 5-21-14 _j -a provided the darreterotthe msudng hoe is no races,than 60%dve sold width,theedge ofthe hdaa ro more than 5'8 inch table edged withdrawal.(CRCR311.5) rho o'/Nwvwsdc umv / usabl =mnentMmages/tl /m vct pdWCDGWdeE ash°dt LDr3: LL a teend,andNeholeisnotiam drtesam eactonssacuanolch Sh&laatedinexlenavrWlorbeadrgp.,W.mddlledwar40% RESTRICTIVE SPECIFICATIONS ON 3 andupb6O%ahattad.bed.btadwftmmomthantwosuaassNeshubbomd. 46. Flmblocking.Faeblocking shad be provided h the following bwtlons(CRC R302.11 aim CRC R1003.19): 5. Construction moremanagemed pan A wmWdbn waste management plan shall be prepared and available m site du DIAi 41NCs: S. Topplate.Woad stWwalsshadbew a In concealed spaces dstd orals and padtims,including fuded Spam,wild parallel roves ofstds or Staggered serfs,as follows: construction.Documentation denhonstratig complancewith the plan shag be acceskle during constructor forge enknuhg agency. - PpadWthad.bi.iopp.telrsaliwwp,00d. e.Wr,g.toanemondalhwrsect-%Mthdher 1. vedidth-dngandfoorlevea (CALGreen4.40a2) partitions.E'ndjolNs In doua.tap pow shall be dbedaleast24 lrwhes.Joints in pates need notocmroverstals.PWm,hdbe 2 l Helices Miranda mtexceedIng 10 Met THE PLANS OR AS REQUIRED BY minimum nominal 2lruhesthick and have%Moth at least equal tovadth dsfud.(CRC R60232) b. Ataiheeop mna between mmcededwerical and horizontal spaces Such ssoccurat Game,drop cent%and cove wiliga :APPLICABLE CODE. c. In concealed speces between satrstingers a 4the and bottom ofte rim T 7. Top pate spices.Top pate lap spicesshad be aceamieo with minimum 816d me m each sdeofspbce.(CRC R602.10.6.1) d. At openings around vends,pipes.ducs,cables and wide,atcetNg and lloalevel,with an approved materialtD Ill the fee passage of - I game and produclaofcembuation a AtchMneys andfuep"I pettem E.49 t Comkesofatwo4 ldwelWgaltheEneofdwedrg-unimparatlm SHEET NUMBER s W IL q SS GENERAL FLOOR PLAN NOTES CALIFORNIA GREEN CODE 1.SMOKE DETECTORS SHALL VE I WERCONNECTED TO SOUND N ALARM IN ALL 14.THE BUILDER IS TO PROVIDE AN OPERATION MANUAL(CONTAINING SLEEPING AREAS OF THE DWELLING;INSTALL IN EACH SLEEPING ROOM AND IN INFORMATION FOR MAINTAININGAPPLI,410AN B,ETCH FOR THE OWNER AT THE 2010 0 LIFORNIA GREEN BUILDING CODE RESIDENTIAL MANDATORY MEASURES H THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA TIME OF FINALINSPECTION.CGC I./10.1 SECTION 4.3031NDOOR WATERUSE ap AND BE EOUIPPED WITH A M4 ERY MCKUPAS PER CBC SECRON W2.x.10.1.2 15.DURING CONSTRUCTION,ENDS OF DUCT OPENINGS ARETO BE SEALED,AND 2.ROOMS CONTAINING BATHTUBS,SHOWERS,SPAS AND SIMILAR FIXTURES MECHANICAL EQUIPMENT IS TO BE COVERED COO 4.504.1 MAX.FLOW RATES:(20%REDUCTION) SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A MINIMUM CAPACITY OF W 18.VOC'8 MUST COMPLY WITH WE LIMITATIONS LISTED IN SECTION 4.W4,3 AND lull p 3. HOWERSCBC .4.x.1 UBICIVI T44 TABLES 4.W4.1,4.504F,4,504.3.AND 4.W4.5 FOR:ADHESIVES,PAINTS AND ♦ SHOWERHEADS=2 GPM(a]80 PSI 0 3.SHOWER&ANO lVB/SHOWERS SHALL BE PROVIDED WITH PRESSURE COATINGS,CARPET AND COMPOSITION WOOD PRODUCTS.CGC 4.W 2 BALANCE OR THERMOSTATIC MIXING VALVE CONTROLS.PER CPC. 1 T.THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19%BEFORE IT IS • LAVATORY FAUCETS=1.5 GPM @ 60 PSI M 4.WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONS OF WATER PER ENCLOSED IN CONSTRUCTION,THE MOISTURE CONTENT NEEDS TO BE FLUSH,LAVATORIES FAUCETS NO MOPE THAN 1.5 GPM,KITCHEN FAUCETS NO CERTIFIED BY ONE OF 3 METHODS SPECIFIED,BUILDING MATERIALS WITH ♦ s,KITCHEN FAUCETS=1.8 GPM @ 60 PSI b MORE THAN 1 A GPM,SHOWER HEAD NO THAN 2 GPM,CGC SECTION 4,303 VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT SE USED IN CONSTRUCTION. 5.DOMESTICDRYER MOISTURE IXHAUSTDUCTS SHALL COMPLY WITICMC. THEMOISTURECONTENTMUSTBEDETERMINEDBYTHECOWMCTpgByONE ♦ GRAVITY TANK-TYPE WATER CLOSETS=1.28GALLONS/FLUSH a �PROVIDE FIRE BLOCKS AND DRAFT STOPS IN THE WOOD FRAME FLOOR OF THE METHODS LSTED IN CGC SECTION 4.555.3 � CONSTRUCTION CONTAINING CONCEALED SPACE WHERE THERE IS USABLE 18.BATHROOM FANS SHALL BE ENERGY STAR RATED,VENTED OFEMY70 THE ♦ FLUSHOMETER TANK WATER CLOSET=1.28 GALLON/FLUSH C SPACE ABOVEAND BELOW THE CONCEALED SPACE.SUCH ORAFT STOPS OUTSIDE AND CONTROLLED BY A HUMIDISTAT.DOC 4.W&I O A. IT O SHOULD BE INSTALLED90 THAT THE AREA OF THE CONCEALED SPACE DOES 19,IF PROMDED,"DEHOUSE EXHAUST FANS SHALL HAVE INSULATED ♦ FLUSHOMETER VALVE WATER CLOSET=1.28 GALLON/FLUSH 0't pp NOT EXCEED 1000$0.FT.DRAFTSTOPPING SHOULD DIVIDE WE CONCEALED COVERS OR LOUVERS WHICH CLOSE THE FAN IS OFF.THE COVERS OR LOUVERSIlln u SPACEINTO APPROXIMATELY DUCT FOR DRYER EXHAUST CSC. 2HALL HAVE MINIMUM ACSHALBE51 0N COD DSELE 1.1 • ELECTROMACHANICAL HYDRAULIC WATER CLOSET=.5 GALLON FLUSH 1 OQ 10, N T.PROVIDE SMOOTH METAL DUCT FOR EAS.P R OBC. EXTENDING TO 2H HEATING AND AC SHALL BE LATI N. SELECTED BY ACCA MANUAL J OR (~' aPPRROVIDERNON-REMOAVABLE eAWILOOWW PREVENTION DEVICES AT ALL ACCRAE HANDBOOK OR ORDANCE RDANCE W HT ONEEQUIVALENT.THE DUCTOF WECGA METHODS LISTHALLED SIZESEC" SEE TABLE 4.303.3 REQUIRED STANDARDS FOR FIXTURES AND FIXTURE FITTINGS ' v 3 EXTERIOR HOSE PRE BIBS.PER CPC. 4,WT,2PROVID r I`yUp�C` HEATERS. PRESSURE RELIEF VALVE WITH DRAIN TOOUf81DEATWATER 21.PRIOR ARCHITECT OR ENGINEENAL R IN L OF THE RESPSIBLE CHAR LICENSEDOF WE CONTRACTOR, oR. 2010 CALIFORNIA GREEN BUI LDING CODE RESIDENTIAL MANDATORY MEASURES ~ V HEATERS.FACT.PER CPC. ARCHITECT OR ENGINEER IN RESPOSIBLE CHARGE OFTNE OVERALL T 10.FACTORY-BUILT FIREPLACES.CHIMNEYS AND ALLOTHERCOMPONENTS CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS SECTION 4.408 ENHANCED DURABILITY AND REDUCED MAINTENANCE SHALL BE LSTED AND INSTALLED IN ACCORDANCE WITH THEIR USTING ND CERTIFICATION FORM AND GIVEN TO THE BUILDING DEPARTMENT OFMCAL TO fffA�A MANUFACTURER INSTRUCTIONS. BE FILEDWITH THEAPPROVEDPLANS. JOINTS AND OPENINGS THE FACTORVE9 CHIMOUDSNEYS SHALLEYSE NOTBEXCEPT THERE SUCH SHROUD USED OF OJLOF FLOW MEN A SHOWER IS PROVIDED WITH MULTIPLEXCEED THESHOWER DUCEEADS TIE SUM T,O ♦ OPENINGS IN THE BUILDING ENVELOPE SEPARATING CONDITIONED SPACE ~T THELED FOY�SE WITHI THESSEXCIC FACTRESUCH BNRpNESYSTEM AD CDC 4. EALL THE HEADS SHALL NOT EXCEED THE 20%REDUCED LMT,OR p LABELEDFOflUSEWRHTHE9PECIFICFACTORY-BUILT CHIMNEY SYSTEM AND THE SHowER SHALL BE DESIGNED$0 THAT ONLY ONE HEAD ISONATA TIME. FROM UNCONDITIONED SPACE NEEDED TO ACCOMMODATE GAS,PLUMBING. 3 ARE INSTALLED M ACCORDANCE WITH MANUFACTURERS INSTALLATION DGD°DSC2 ELECTRICAL LINES AND OTHER PENETRATIONS MUST BE SEALED IN x3.LANDSCAPE IRRIGATION WATER USE SHALL WIVE WEgTHER BARED 2.PROVIDE DE IN KITCHENS LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS CONTROLLERS.CDC 4.W4.1 COMPLIANCE WITH THE'CALIFORNIA ENERGY CODE'. (((AAA WITH RATE-1W afm 13.A MINIMUM OF 50S OF CONSTRUCTION WASTE IS TO BE RECYCLED,CGC 4.408.1 2010 CALIFORNIA GREEN BUILDING CODE RESIDENTIAL MANDATORY MEASURES SECTION 4.504 POLLUTANT CONTROL SECTION 4.504.1 COVERING OF DUCT OPENING AND PROTECTION OF MCHANICAL EQUIPMENT DURING CONSTRUCTION. AT TIME OF ROUGH INSTALLATION OR DURING STORAGE ON SITE AND UNTIL FINAL START UP OF HEATING AND COOLING EQUIPMENT.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE 1 COVERED WITH TAPE,PLASTIC,SHEET METAL OR OTHER METHODS ' ACCEPTABLE TO REDUCE THE AMOUNT OF DUST OR DEBRIS THAT MAY COLLECT ON EQUIPMENT. SECTION 4.504.2.1 ADHESIVES,SEALANTS AND CAULLS ♦ ADHESIVE,SEALANTS AND CAULKS USED ON PROJECT SHALL MEET REQUIREMENTS OF THE STANDARDS SET FORTH IN SECTIONS 4.504.2.1.1& 30-T 4.5.04.2.1.2 `3 SECTION 4.504.2.2 PAINTS AND COATINGS 0- PAINTS AND COATINGS SHALL COMPLY WITH THE'VOC"LIMITS IN TABLE _... .....__. -__..._ ......._. _ ..... ........._- ........_ ..-- ......., 4.504.3. W SECTION 4.504.2.3 AEROSOL PAINTS AND COATINGS • SHALL CONFORM TO STANDARDS SET FORTH IN SECTION 4.504.2.3. SECTION 4.504.2.4 VERIFICATION • VERIFICATION OF COMPLIANCE SHALL BE PROVIDED AT REQUEST OF LOCAL ENFORCEMENT AGENCY. O SECTION 4.504.3 CARPET SYSTEMS • ALL CARPET INSTALLED SHALL CONFORM TO STANDARDS SET FORTH IN W`•I SECTION 4,504.3.1 THROUGH 4.504.3.4 r, U SECTION 4.504.3.1 CARPET CUSHION ♦ALL CARPET CUSHION INSTALLED IN BUILDING SHALL CONFORM TOSTANDARDS SET FORTH IN ION 4.504.3.1. P R O PI O S E D SECTION.504..3.2 CARPET ADHESIVE '` I�• I • ALL CARPET INSTALLEDHN BUILDING SHALL CONFORM TO STANDARDS SET GARAGE FORTH IN SECTION 4.5D4.3.1. rl 4"CONCRETE SLA9- O •�2500P31 Nlf#3 AT 24"O.C. w o ^y W M 3D68 P.0 MAN DOOR 5�ARC v4,dpActutt y7fFn sL � U1 C-24178 EXTERIOR W0.STUDS W/HARDI SIDING * PION 2 X 4 SANDS W/F413 sonow 30.2015 Q INSULATION PER STRUCTURAL d'9r P '.• FOFCAL\f�'- SI XX FLOOR PLAN IDENTIFIER-SEE FLOOR'IN LEGEND SW 18X STRONG WALL LA y�L IC SW 6X 6 W/2-SWAB% ' •N" O DOOR IDENTIFIED-SEE DOOR SCHEDULE ON SHEET A-6.0 HOLD DOWNS Iu E34 BC-P EL O WINDOW IDENTIFIER-SEE DOOR SCHEDULE ON SHEET Ad.O Q 2 �-® FIXTURE IDENTIFIER-SEE FIXTURE SCHEDULE ON SHEET MBA 8'-O' X/ GARAGE 16'-O"W X 7-0"GARAGE DOORR W/WINDOWS ® ROOM IDENTIFIER Q DOORW/WINDOWS 1os.oa FLOOR ELEVATION N • RIO FLOOR INSULATION TYP. • R.21 WALL INSULATION TVP.®EXTERIOR 81NTERIOfl WALLS ILLK{ _� • R"BATT ROOF INSULATION TYP. 2 • R.30C BAIT ROOF INSULATION TYR W VAULTED CEILINGS 16'-D" 2'-3" �ROOFLINE • R-8 HVAC DUCTWORK INSULATION TYP. Z - w _ �-6 �'-� - • PS INSULATED HOT WATER PIPES LAG: 6-23-14 WE X'-X' wth ALL DIMENSIONS NE TO FACE OF STUDB/CMU WALL Ib FLOOR 0 PLAN ,•GARAGE FLOOR PLAN SHEET NUMBER L SCALE: 1/4" = 11-011 ,• A-l.Q NORTH C:\Autocad\Autocad DWG\Lake Ellsinore\Preston residence\Preston garage5-17-14.dwg 6-24-14 08:17:38 AM GS-crd as CLASS A ASPHALT 2 X FACIA BD. SHINGLES TO MATCH EX, 18'VENT y � TO MATCH EX.PAINTED 2 X Q TO MATCH EX. FACIA BD. EX.MATCH EX.PAINTED TO MATCH O M HARD.PLANK SIDING TO PAINTED TO MATCH M 9 U HART DTOMPLANK MATCH HARDI PLANK TRIM a � PAINTED TO MATCH EX. _ p PAINTED TO MATCH EX. O ,� v 3 12 G> 9 _2 8'-0"W X 7'-O"GARAG u DOOR W/LITES TO --- 4_ 16'-0"W X T-0"GARAGE DOOR 10~ MATCH EXISTING W/LITES TO MATCH EXISTING 1 a tn PLATE - PLATE ' IN 50 r _FLOOR=1195.00' FLOOR=1195.00' EAST ELEVATION SCALE: 1/4" = 1'-01, NORTH ELEVATION SCALE: 1/41, 3 � r w WM o � e, �v a� CLASS A ASPHALT r, W 84"W X 61-81 MAN 2 X FACIA BD. SHINGLES TO MATCH EX. DOOR PAINTED TO MATCH 18"VENT ARDI PLANK SIDING O EX' PAINTED TO MATCH EX, V I ARDI PLANK SIDING PAINTED TO MATCH EX. 12 2 X FACIA BOARD W 4 PAINTED TO MATCH EX. gE0 ARC QQ PLATE Z g� P7 -- PLATE c3 C-14178 m * SEt106Jt]q15 7a y U2 ? 15 Y m 9rf OFCAL\ y W 22 CID I Q FLOOR=1186.00' Q FLOOR=1196.00' 6 F L W WEST ELEVATIONSCALE: 1/4" = 1'-0" SOUTH ELEVATION Low: 6-23-14 SCALE: 1/4" = V-0" DRAW ING: e ELEVATIONS SHEET NUMBER A-2.0 C:\Autocad\Autocad DWG\Lake Ellainore\Preston residence\Preston ggrqqe6-17-14.dwq 6-24-14 08:18:33 AM GSeward SiRUCTURAL ABBFEVIATKM GENERAL STATEMENT OF SPECIAL {'. FHEEABF1 AM WOOD TALWS ADD WOOD JOIST . REVISIONS BY I. THE GONAR.AGTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS I. PREFABRICATED WOOD TRUSSES SHALL BE GAMYG NAILED TRUSSES. AB ANCHOR BOLT N.P) NCWES) BEFORE STARTING WORK AND THE DESIGNER SHALL BE NOTIFIED MATERIAL,SYSTEM,COMPONENT AND TYPE OF SPEC.INW. INSPECTION NOTES AS MANUFACTURED BY ABV ABOVE INT. INTERIOR IMMEDIATELY OF ANY DISCREPANCIES.IN NO CAGE SHALL DIMENSIONS WORK REQUIRED TO HAVE SPEC.INSP. CONTINUOUS PERIODIC PREFABRICATED WOOD NOISES SHALL BE 'I'JOISTS. ADD ADDITIONAL JOT JOIST BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON THESE DRAWINGS. STRUCTURAL WOOD: AS FABRI GTIRED BY ADJ ADJACENT A JOINT Z ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE NAILING,BOLTING,ANCHORING AND INCLUDING SHEARNALL9, CONTRACTOR SHALL SUBMIT JOIST AMID/OR TRUSS LAYOUT,DRAWINGS,DETAILS, ALUM ALUMINUM K KIPWWW) WORKING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO DIAPHRAGMS,DRAG 9TR118, APA AMERICAN PLYWOOD AOSOC. KP KING POST THE ATTENTION OF THE ENGINEER BEFOE PROCEEDINGS WITH ANY WORK OTHER FASTENING OF GOMPOMENTB WITHIN X AND CALCULATIONS TO THE EINGNEER AND WILDING DEPARTMENT FOR ALA ALTERNATE K9 KING STUD SO INVOLVED. BRACER AND HOLDONW6. TFIE SEISMIC FORCE RESISTING SYSTEM APPROVAL PRIOR TO FABRICATION/NSTALLATION.(NER 200) 3. SHOW PIPER OR DUCTS SHALL TU FLARED IN WALLA UNLESS SPECIFICALLY eHEARWALLe,DIAPHRAGM WITH 2. JOISTS AND/OR TRUSSES SHOWN ON THERE PLAINS HAVE BEEN AF'PFD( AF O141TE MATELY LOT. LATERAL SHORN OR NOTED P STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER FASTENER SPACING OF THE 8-EAEHRNG NOT REQUIRED ARCHN'L ARCHITECTURAL LB(*) POIAND(S) SHALL RE CUT FOR PIPER,DUCTS,ETC.,UNLESS NOTE-D. N AND L.B. LAG BOLTS 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY 16 MORE THAN 4 INOHES CALCULATED AND DETAILED FOR THE SPECIFIC TRUSSES AND/OR JOISTS • AT LF. LINEAR FEET(FOOT) SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION. SOILS: 640H IN IN AND HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT.F ANY B.F. BRACED FRAME LGTH LENGTH 5. ALL WORKMANSHIP AND MATERIALS SHALL C24NDIeM TO THE VERIFY MATERIAL BELOW FOOTINGS ARE BLD'G WILDING LLH LOW.LEG HORIZ REQUIRETIENTB OF THE 2010 EDITION OF THE'CALIFORNIA BUILDING LADE', ADEQUATE To ACHIEVE THE DESIGN X SUBSTITUTION IS PROPOSED BY THE CONTRACTOR NEW CALCULATIONS BLK BLOCK LCG LONG50TUDNAL) 6. CONTRACTOR SHALL SUBMIT REIFORONG STEEL SHOP DRAWINGS FOR BEARING CAPACITY WILL HAVE TO Be SUBMITTED TO THE BUILDING DEPARTMENT.THE BLK'G BLOCKING LILY LONG LEG VEIRT. REVIEW BEFORE FABRICATION AND INSTALLATION. VERIFY EXCAVATIONS ARE EXTENDED TO W CONTRACTOR SHALL PROVIDE AN ALLOWANCE TO LAVER THE ENGINEER'S W BELOW LT.WT. LIGHT WEIGHT 1. THESE DRAWINGS REPRESENT THE FINISHED STRICTURE AND DO NOT PROPER DEPTH AND HAVE REACHED X BM BEAM LSL TIMBER5TRAND BENT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR 18 PROPER MATERIAL FEES TO ALTER THE APPROVED PLMN8 AND TO PROCESS THROUGH THE BMl BOUNDARY NAILING LVL MICROLLAM RESPONSIBLE FOR ALL TEMPORARY BRACING,SHORING AND SUPPORT PERFORM CLASSIFICATION AND TESTING X BUILDING DEPARTMENT. BNDRY BOUNDARY MA9 MASONRY NER-EBBARY TO ACHIEVE THE FIN18 LED STRUCTURE. OF CONTROLLED PILL MATERIALS VERIFY USE OF PROPER MATERIALS, 3. ALL LATERAL BRACING SHOWN 15 SCHEMATIC ONLY.CONTRACTOR SHALL Y z= DOTT5.0r BOTTOM OF FOOTING MAIL MATERIAL DENSITIES AND LIFT THICIQNESSE6 DURING SUBMIT BRACING LAYOUT AND DETAILS TO THE ENGINEER AND BUILDING BOTT BOTTOM MAX MAXIMUM L MAXIMUM DESIGN 801L PRESSURE: 1500 PSF PLACEMENT AND COMPACTION OR X BRDr. BRIDGE(ING) M.B. MACHINE BOLT CONTROLLED FILL DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. BRC BEARING MECH MECHANICAL CONTINUOUS FOOTINGS: POP 4. ALL TRUSSES/JOISTS SUPPORTNC MECHANICAL EQUIPMENT SHALL ' BTM(B) BOTTOM MEZZ MEZZANINE PAD TO PLACEMENT OF CONTROLLED B7WN PAD FOOTINGS: P8F FILL,OBSERVE BEEN PRE AND VERIFY X BE DESIGNED BY TRUSS AND/OR JOIST HANUFACTURER AND SUBMITTED a m BETWEEN M 15 MANUFACTURER 2. SEE SOILS REPORT BY: THAT SITE WAS BEEN PREPARED TO ENGINEER FOR APPROVAL. p u m SO BOTH SIDES MISC MISCELLANEOUS PROPERLY B. WOOD TRI18BE8 AND/OR JOIST TO BE DESIGNED FOR THE FOLLOWING LAMB(C) CAMIBER(ED) MIN MINIMUM PROJECE No.: CONCRETE: w r` CE CARBON EQUIVALENT ML MIGROLLAM DATED: FOUNDATIONS WITH Mc 5 2500 PSINOT REQUIRED LOADS: CANT CANTILEVEWED) MTL METAL 3. ALL FOOTINGS TO BE A MINIMUM OF,IV BELOW NATURAL GRADE SPECIAL CASES: ROOF:IBLOPNW C.F. CUBIC FEETTOOT) (N) NEW G.I.P. CAST N PLACE NO.0) NUMBER 12' THE NSPECTOR 18 RESPONSIBLE FOR D.L. 14-PSF CEILING JOIST N.S. NEAR SIDE EIELOW FINISH GRADE VERIFYING PROPER HOLD DOWN ANCHOR$IZE M ER t C.J. 4. SOILS COMPACTION AND SITE PREPARATION TO BE IN ACCORDANCE- /AND PLACEMENT,WITH RESPECT TO *LL. 1�FMSF CL(6) CENTER LINE NTS NOT TO SCALE WITH BOILS REPORT. ALL WORK TO BE DCNE UNDER SIMPSON SEAR BRACE(ISO) X EMBEDMENT LENGTH,SPACING AND EDGE CLG CEILING O.C. ON CENTER REQUIREMENTS. THE INSPECTOR SHALL ALSO *LIVE LOADS REDUCIBLE PER CODE N.O.N.)CONSIDERATION SHOULD BE 0 =J THE DIRECT EXCAVATION FOR OF THE ION SHALL BE ENGINEER CLR CLEAR O.D. (ASIDE DIAMETER VERIFY PROPER CONNECTION i0 THE MEMBER TAKEN FOR ADDITIONAL LOADS DIE i0 MECHANICAL UNITS,PAREIEIONB.ETC. z Ca 5. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND ABOVE. (ICG ESR-2652) e COLUMN OPT F7F?ICNAL FLOORS SHALL BE DESIGNED FOR A CONCENTRATED LOAD COINC C WA;ETE PAR PARALLEL TREE TO LINE WITH LOOSE SHALL REMOVED FROM EXCAVATION. AS REQUIRED PER CBC 1601 AND TABLE 1601.1, CONNECTION P/C FWCAST 6. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM 6. PREFABRICATED WOOD BEAMS SHALL BE PARALLAM, MICROLLAM OR y « CON. L006E MATERIAL AND STANDING WATER AND,BEFORE ANY PREFABRICATED BEAMS AB BEAMS BE 4 NEVEL BY WEYERHAE R CONST CONSTRUCTION FIL PERPENDICULAR FOOTING CONCRETE IS PLACED,SHALL BE CHECKED AND CONK C40 MM PL PLATE(WOOD) (OR EQUIVALENT)PER I.C.C.FOR-13B1 SER GTSK (:OUNIERBRJC IE PLATE(METAL) APPROVED BY A QUALIFIED GEOTEGHANIGAL ENGINEER To INSURE CTR CENTERIED) FLY PLYWOOD COMPLIANCE WITH THE REQUIREMENTS. ALLOWABLE DESIGN STRESSES: C.7. CU51C YARD P.S.F. FOUNDS PER SQUARE FOOT 1. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH N.O.N.) I. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHAR'PE ACTING PARALLAM W.2WO PSI AS THE OWNER'S AGENT SMALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE NSPECTION (P9L) E•2.0 x WOPSI ( (DROPPED) P.S.I. POUNDS PER AM INCH 8. METHOD O SUPPORTING By THE STRUCTURAL E PIPE SLEEVES MUST DURING CONST%VTION ON THE TYPES OF WORK LISTED IN THE STATEMENT O SPECIAL INSPECTIONS. Fv•290 PSI DE (DFiJPPED) F5L PARALLN'T BEAT BE APPROVED A LIE STRUCTURAL ENGINEER THE SFT-CIAL INSPECTOR SHALL BE A QUALFIED PERSON WHO SMALL DEMONSTRATE COMPETENCE,TO THE DEL DOUBLE P.T. FRE691RE TREATED S. CONTRACTOR SHALL PROTECT ALL UTILITY LINES,ETC., SATISFACTION OF THE BUILDING OFFICIAL,FOR NBFECTION O:THE PAIRTICUAL TYPE O:CONSTRUCTION MICROLLAM Fb•2600 PSI DEPT DEPARTMENT P.T.DF. PRESSURE TREATED DOUGLAS FIR ENCOUNTERED DURING EXCAVATION AND BACKFILLNG. OR OPERATION REQUIRRY.SPECIAL NOMCTION DES. DESIGN OTY QUANTITY 10. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL (LVL) E• I.S x 106P81 2. THE CONSTRUCTION NSPECTI(NS LISTED AIE IN ADDITION TO THE CALLED NBPECTIONS REMIRED BY Fv•285 PSID.F. DOWLAS FIR RAD(W RADIUS RETANNG HA LS UNTIL ATTACHING FLOORS OR BLABS ARE COMPLETELY CHAPTER IT OF THE BUILDIIYa CODE.SPECIAL INSPECTION 16 N ADDITION TO,NOT A CIA DIAMETER R.G.P. IEEUFORCED CONCRETE PIPE IN PLACE AND HAVE ATTAINED FULL STRENGTH,OR SHEATHED. &J"TITE FOR INSPECTION REQUIRED TO ME PERFORMED BY A CITY WILDING NSPECTOR TIMBERSTRAND Fb.2340 PoI DIAPH. DIAPHRAGM REF. REFERENCE 11. FOOTING BAOffILL AND UTILITY TRENCH BACKFILL WITHIN (LSL) E• 1.88 x 106PoI DIM DIMENSION R.F. RIGID FRAME 3. WHEN MOUE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL ER ED PER IS PEIFATEME SMA.rMECTION6 BUILDING AREA SHALL BE MECHANICALLY COMPACTED N AN TIE LOCATION OF THE WOLC N SUCH THAT IT CANNOT BE OBSERVED PER THE ILITY'ENT O MBPECTIONO Fv 310 PoI ON DOYN FEW REQUIREDBMENK(NG1 CATERS TO THE APPROVAL OF THE GEOTEGHNIGAL OR STRUCTURAL AND SECTION T05 OF THE BUILDING CODE,IT SHALL SU THE AGENGY'81JIFAM RESPONSIBILITY TO 1.SHOP DRAWING FOR ALL OPEN WEB TRUSSES SMALL BE SUBMITTED TO T E DITTO(REPEAT) REQ'P REQUIRED EMPLOY A BVFICIENf NUMBER O NSPECigRB i0 ABSl1E THAT THE REQUIRED INSPECTIONS ARE PROVIDED. DP DEEP RJ ROOF JOIST ENGINEER FLOODING WILL NOT IN PERMITTED(U.O.N.) ENGINEER 14 RECORD FOR REVIEW PROR TO CONSTRUCTION. ALL TRUES 12. ALL HOLDOHUN SHALL BE TIED IN PLACE 4. THE SPECIAL INSPECTOR RE T CERTIFIED CI THE LOCAL JURISDICTION,DEVELOPMENT SERVICES,N tiE LAYOUTS SHALL BE REFER OF AND RECORD PRIOR SUBMITTAL. SEALED BY THE OWL DOWEL lB) RR ROOF RAFTER PRIOR i0 FOUNDATION INSPECTION. CATEGORT'O WORC REWIRED TO HAVE SPECIAL M&PEGTI01 MANUFACTURER'S ENGINEER OF REGOI®PRIOR TO SUBMITTAL. DAL EAC14 RO. ROUGH OPENING ExcE60 L8 I: EA E;,gQH R/9 �H S,gWN 13. ALL SILL PLATER(P.T.D.F.)WITH 5/B'*A.B.x 12'AT 48'N.O.N. A. SOILS INSPECTION SHALL BE PROVIDED DY THE GEOTEGHNICAL FNGMNEER OF IEGOI® EF. EACH FACE SCH SCHEDULE ON FLANS)W/4'x3'x3'PLATE WASHERS. p. SMOKE CONTROL SYSTEM NWECTIONS SHALL BE PERFORMED 15Y MECHANICAL ENGNEER OFRECORD E.J. EXPANSION JOINT SHT 941EET 14. MINIMUM A.B.SPACING: 5/8'♦A.B.'S•60'R EXTERIOR WALLS(U.O.N.). C. WHEN THIS REQUIREMENT IS WAIVED 15Y THE WILDING OFFICIAL EL. ELEVATION SIM SIMILAR 1/3Y*ITW RAMSET/EDHEAD PIN•32'.(ICC-ESR 1115)FOR INTERIOR WALLS S. IT 16 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR NOPECTION ELEC ELECTRICAL 81CW SKEW ED) WITH WALLS SHEAR LESS THAN 10OWT ONLY. AGENCY AT LEAST QE NOWNG DAY PRIOR TO PERFORMING ANY WORK THAT REWIRES SPECIAL ELEV ELEVATION 9PC 5PAGE(NG) 15. FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWINGB. NSPECTIOHL ALL WOW INSTALLED,PERFORMED,OR COVERED WITHOUT REWIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE, EI'TBD EMBEDMENT) SPEC. SPICE TICN(8) 16. POST TENSION SHOP DRAWNCB SHALL BE SUBMITTED TO EN EDGE NAIL 5PL SPLICE EPY ENGINEER 9P.W.SPECIAL INSPECTION ENGINEER OP RECORD FOR REVIEW PRIOR 10 CONSTRUCTION 6. A PROPERTY ONIER'&FINAL REPORT FORM FOR NORK IEQUI rD TO HAVE SPECIAL NSFECTICNS, AND STRUCTURAL O98ERVATIONB MUST BE COMPLETED BY THE PROPERTY OWNER PROPERTY OWNERSrl ENH ENHANCED SQ. SQUARE AGENT OF RECORD.ARCHITECT OF RECORD OR ENGEEER OF RECORD AND SUBMITTED TO THE E.O.R ENGINEER OF RECORD STD STANDARD QQNC�E NBPECTION SERVICE&DIVISION. yyyy��yy•�� M EQ EQUAL SEAGG'D STAGGER(EDi 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST W APPROVED BY THE LOCAL JURISDICTION, ,3yom E/1 STIFF STIIFENEWS) I.CONCRETE IN ALL WORK SMALL HAVE THIS FOLLOWING ULTIMATE DEVELOPMENT SERVICES,FOR TESTING MATERIALS,SYSTEMS,COMPONENTS AND,EQUIM ENTs. V 6 EQPi EQUIPMENT I. ALL WOOD MEMBERS SHALL G DOUGLAS FIR(DF.)OR LARCH WITH THE GRADE �\ E.S. EACH SIDE STL OTEFLL cOMPRE881VE STR-7JCitH AT 20 DAYS EXCEPT AS MODIFIED BY THEN NOTES: S. "FABRICATOR FABRICATIONS�OFISTERED AND APPRCNW BY METIBERS AND ASSBMIWIEO ON THE PREMISES O LOCAL F THE FABRICS OWS SERVICES MARLED B7 A REC0.YNIZED GRADING AGENCY(W.G.L.A.AND WiN.P.A.). C r EX.(E) EXISTNG STRUC STRUCTURAL A.BLAB ON GRADE(NO SP.INSP.) 2500 PoI FABRICATOR&HALL SUBMIT AN'APPLICATION TO PERFORM OF-BITE FABRICATION'TO THE INSPECTION 2. WOOD GRADES(UNLESS OTHERWISE NOTED) EXT. EXTERIOR STIR STIRR.RW SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION,FABRICATOR SHALL SUMMIT A EXF. EXPANSION SUSP NkpB DED(TION) B.FOOTINGS 25M P81 'CERTIFICATE OF COMPLIANCE FOR OW-SITE FABRICATION'TO THE N61PECTIO4 SERVICES DIVISION A.FOR HORIZONTAL MEMBERS: (F) FLUSH SYMM SYMMETRICAL C.WALL6 PSI PRIOR TO ERECTON OF FABRICATED ITEMS AND ASSEMBLIES. JOISTS 1 RAFTERS GRADE: NO.2 • FAB FABRICATION T' TOP S. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED 15Y THE WILDING CODE TO BE LABELED,SUCH BEAMS*STRINGERS GRADE: NO.2(U.O.N.) FDN FOUNDATION T/B TOP AND BOTTOM D.CIP BEAMS H STRUCTURAL SLABS PoI MATERIALS AND ASSEMBLIES SMALL BE LABELED BY AN AGENCY APPROVED BY LOCAL PURLINS GRADE: NO.I FIN FNIS14ED TAP TONGUE AND GROOVE JURISDICTION IN ACC$IDANCE WITH SECTION 103.PRODUCTS AND MATERIALS TO BE LABELED SHALL 8U5-PIURLINB: V E.COLUMNS PSI BE TESTED,NBPE BEL IN CTED AND LAED ACCORDANCE WITH THE PROCEDURES SET FO IN 2X4 GRADE: NO.I F.J. BOOR JOIST TEMP TEMPERATURE E. 103.5.1 THROY.H T03.5.3. 2X6 GRADE: NO.2 FLG FLANGE T l THICKNESS F.POST TENSION SLAB PoI 10.A CERTIFICATE OF SATISFACTORY COMPLETION O'WORK REWIRNG SPECIAL INSPECTION MAT BE FLR FLOOR TNRJ THREADED COMPLETED AND SUBMITTED TO THE FIELD NSPECTKN DIVISION OF THE APPROVING MUNICIPALITY LEDGERS*NAILERS GRADE: NO.2 FN FIELD(FACE NAIL) G.GRADE BEAM(GB'8) PoI 1TMPRY TEMPORARY HEADERS GRADE: NO.2(U.O.N.) F.O.C. FACE GP CONCRETE TN TOE NAIL H.CONCRETE OVER STEEL DECKS FBI DESM B.FOR VERTICAL MEMBERS,TOP I BOTTOM PLATES:MATCH VERTICAL MEMBERS, F. OM. PACE OF MASONRY T.O.S. TOP OF SHEATHING I.PRECAST CONCRETE TOPPING SEE NOTES IN APPROPRIATE SECTION. GRADE'2 MIN.(U.O.N.)- I�1 F.O.S. FACE OF STUD T.OW. TOP OF WALL DESIGN CODE:2013 CBC _ O O F.OW. FACE OF WALL T.S. TOP OF STEEL J.TILT-UP CONCRETE SEE NOTES N APPROPRIATE SECTION. bI2 4X POST GRADE: NO.2 FIRM FRAME(ING) TSL TI'BERSTRAND BEAM K.CONCRETE TOPPING OVER PLYWOOD: BASIC WIND SPEED:IIOMIP14 bx POST GRADE: NO.1 FS. FAR SIDE T PL TOP PLATE WIND IMPORTANCE FACTOR:1.0 STUDS: GRADE: STUD OR BETTER W MAX.(U.O.N.) FTI') FOCVFEET1 TRAM9V TRANSVERSE A.STRUCTURAL LIGHT-WEIGHT: 3000 POI(SEE NOTE BELOW) SITECLASS: •� B.NORMAL.WEIGGHT: 3000 PSI WIND EXPOSURE:C 1.a 3. ALL INBILLS,PLATES*LEDGERS CONTACT WITH CONCRETE OR MASONRY SHALL BE FKG FOOTING TYP TYPICAL IMPORTANCE FACTOR: C.CELLULAR: 1000 PSI(SEE NOTE 2 BELOW) GCP 0.18 GA U.O.N. UNLESS OTHERWISE NOTED (�_ BASIC FORCE RESISTING SYSTEM: �G'�PE 2. LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY A BOARD TREATED(H IN TH.).BOLTS SHALL BE PLACED T'MAX.FROM THE END OF R1� GAL`/ GALVANIZE(D) VERT M VERTICAL SEISMIC WOOD SHEARWALL(R-6.5) G.E. GABLE END W.F. VERIFY N FIELD RANGE OF 115 PCF MAXIMUM AND 100 PC'MINIMUM. SEISMIC USE GROUP: QSIMPLIFIED ANALYSIS PROCEDURE OR SSC HEEDUULEB (2 BBOILNTS MM/PIECCE�SPACED AT INTERVALS NOTED N PLANS GB GRADE BEAM (W) WIDE(WIDTH) 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE 811,1191MIITTED TO THE BE I5MIC DESIGN CATEGORY: (ASCE 1-05 12.14) ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION.(OPEC.INSP.WILL 4. ALL PLYWOOD AND 080 SHALL BE CERTIFIED AS CONFORMING TO 14E PRODUCTS W/ WITH l35 ❑X EQUIVALENT LATERAL FORGE PROCEDURE STANDARD Po-2-92 B7 A CERTIFICATION AGENCY APPROVED BY EHE NATIONAL VIIIIIIIIIIIIIII GLB GLUED LAMINATED BEAM SOS:- EVALUATION SERVICES INC.OR MCC. �O GRID GRADE WIN WINDOW BE REQUIRED FOR ALL CONC.W/PC GREATER THAN 7500 PSI.) Opel:�2 CASCE 1-05 12.8) l'� G.T. GIRDER TR1S8 WDW WOW 4. CEMENT SMALL CONFORM i0 ASTM G-190,TYPE I OR TYPE II. S. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. ALL BOLE GYPBD GYPSUM WALLBOARD WD WOOD 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM To ASTM HOLES IN WOOD SHALL BE DRILLED I/16'MAXIMA(DIAMETER LARGER THAN HD HOLDDCYN W.P. WORK PONT C-33.AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL COFOR M TO ASTM C-330 HOLES I BOLA DIAMETER HDR HEADER WPJ. WEAKENED S PLANE JOINT 6. READY MIX CONCRETE SHALL BE NIXED AND DELIVERED N ACCORDANCE NOMIN6. PROVIDE JOIST(8)UNDER ALL PARALLEL NON-BEARING PARTITIONS PER DETAIL a HGR HANGER W.S. MELDED STUD(S) WITH ARAM c-M4-91. HOMZ(H) HORIZONTAL WT 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER II/8P2 AND SOLID BLOCKING UNDER ALL NG PERPENDICULAR NON-BEARI PARTITIONS. HOB HIGH STRENGTH BOLTS Hw WELDED WIRE FABRIC ADMIXTURE(COMPLYING WITH ASTM A4%4)USED TO INCREASE THE 1. ALL FRAMING ANCHORS,POST CAPE,COL.BASES,ETC.NOTED ARE MANUFACTURED HT HEIGHT X-STG EXTRA STRONG WORKABILITI'OP THE CONCRETE SHALL NOT BE CONSIDERED t0 REDUCE THE BY'SIMPS N'OR APPROVED EQUAL. OTHER HARDWARE COMPANIES I.D. INSIDE DIAMETER XX-STG DOUBLE EXTRA STRONG SPECIFIED MINIMUM CEMENT CONTENT.(CALCIUM CHLORIDE SHALL NOT BE USED). (I.E.ACE,USP)MAY BE SUBSTITUTED PROVIDED CURRENT PRODUCTS HAVE A CURNT E. INVERT ELEVATION YD YARD B. WATER SHALL BE GLEAN,FREE FROM DELETERIOUS AMOUNT OF ACIDS, ICC REPORTS AND EQUIVALENT LOAD CAPACITIES.USE COMMON NAILS AS SH FOR ADDITIONAL ABBREVIATIONS SEE EARWALL SCHEDULE SHT.93 SPECIFIED BY MANUFACTURER ALKALIS OR ORGANIC MATERIALS. B. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH ONE SFIOP DROWNS APD SUBIRfTTAL. 9. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS,GROOVES AND RN Acc/7R AD ACCORDANCE AN ADHESIVE D�ACT1��ND CONFORMING TO ASTM D 3024, ORNAMENTS,OF DE R GROUNDS REQUIRED TO BE GABi INTO CONCRETE MIND I, THIS LIST APPLIES ONLY TO THE STRUCTURAL DRAWNGS. THE FOLLOWING OHOP FOR EXTENT OF DEPRESSIONS,GURBB,AND RAMPS. a. CUTTING,NOTCHING OR DRILLNG OF BEAMS OR JOISTS 64ALL BE PERMITTED ONLY DRANNGB SMALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL 10. DOWELS BETWEEN FOOTINGS MID WALLS SHALL BE THE SAME SIZE,GRADE AS DETAILED OR APPROVED BY THE ENGINEER MUD/OR PER CBC SECTION 2300. ENGINEER FOR REVIEW. &HOP DRAWINGS WILL BE ACCEPTED FOR REVIBH ONLY AND SPACING,AS VERTICAL WALL REWORRCING.(U.O.N.). 10. BOLTS IN WOOD SHALL NOT BE LESS THAN I DIAMETERS FROM THE END AND AFTER THEY HAVE BEEN CHECKED BY THE CONTRACTOR FOR CONFORMANCE 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4'FOR FOOTINGS, 4 DIAMETERS FROM THE EDGE OF THE MEMBER(U.O.N.). WITH THE PLANS P SPECFICATIONS.THOSE SHOP DRAWINGS AS OFFERED SLABS ON EARTH AND MASS CONCRETE AND 5'FOR OTHER CONCRETE. 11. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED IS%. SUBMITTAL$SHALL BE SUBMITTED TO THE WILDING OFFICIAL 80 THAT DURING TEMPERATURES ABOVE 00 F,MAXIMUM OF 6'SLUMP IS PERMISSIBLE 12. ALL NAILS SHALL BE COMMON NAILS(U.O.N.). HE MAY APPROVE THEM AND MAKE TIETM A PART OF HIS OPTICAL RECORD. PROVIDED THE MIX DESIGN 18 REVISED ACCORDINGLY BY THE TESTING 13. FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL LABORATORY.TLAWRE SLUMP IN ACCORDANCE A5TME WITH TMETHOD OF TEST FOR BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE SLUMP'OF FORELAND CEMENT CONCRETE ASTM CI43. OR COPPER WITH WEKeHHTe PER ASTM A 153.FAOTNER6 OTHER THAN NAILS,AND SCREWS ENGINEER OF WILDING OFFICIAL 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS,SLABS OR WALLS SHALL BE PERMITTED TO BE CF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH RECORD SHOP DRAWING REVIEW DEFERRED SUBMITTAL EXCEPT AS SNCbAI ON PLANE.CONTRACTOR STALL OBTAIN PRIOR APPROVAL WE IGHTs PER ASTM B&W,CLASS S5 MINMUM. REQUIRED REQUIRED FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT SHALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. LATEST DESIGN DATE APPROVAL 16 13. SLEEVE PLUMBING OPENINGS N CONCRETE WALLS AND BLABS BEFORE 5-21-14 S.ROOF TRUSSES GENERAL REVIEW REQUIRED PLACING CONCRETE. BEND ENFORCEMENT AROUND SLEEVES. 14. PROJECTING CORNERS OF SLABS,BEAMS,WALLS,COLUMNS,ETC LATEST BAO(GRSUND DATE SMALL BE FORMED WITH A W CHAMFER NONE 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR FMV104 BEFORE FABRICATION AND INSTALLATION. 2. RECORD OR MARKS PLACED UPON THE SHOP DRAWINGS BY OW ENGINEER OF 16. IN THE EVENT OF AN UNINTENTIONAL COLD JOINT,THE CONTRACTOR SCALE NONE RECORD DOER NOT CONSTITUTE APPROVAL GP EHE GENERAL SHOWN BUT ONLY SHALL REMOVE ALL LAIT'EICE AND DELETERIOUS MATERIAL TO PROVIDE A DRAFTER WIT14NOI S T U TURAL DEISM NECESSARY TO ACHIEVE GENERAL COFORMMICE SOUND,CLEAN,ROUGH S IRPACE AND USE A BONDING AGENT THAT PRODUCES DRAWN WITH STRUCTURAL DESIGN INTENT OF THE WILING. A HIGHER STRENGTH JOINT THAN THE CONCRETE USED-PC.25%MINIMUM. 3.'SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO 11. CONCRETE COVER SHALL BE IN ACCORDANCE WITH SECTION 1.1 OF ACI 318. THE ARCHITECT OR ENGINEER FOR RECORD,WHO SHALL REVIEW TEN AND FORWARD LLB. DO NOT DISPLACE RELBAR FROM THEIR INTENDED POBITIONB JOB THEM TO THE WILDING OFFICIAL WITH A NOTATION NOICATING THAT THE DEFERRED DURING PLACEMENT E CONCRETE. SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO SHEET BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE WILDING.THE DEFERRED S1 SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE WILING OFFICIAL'. OF SHEETS lax oR j NO PIPES TMEU NHM PIPES ARE MORE DOUBLE PLATE •�. PLATES TO BEAM RECISIONS BY FOO'fA•1G THAN 36'BELOW BOTTOM BAR SIZE 7 3 4 D i T S 9 10 II 14 IB --_-________----- ----___TI___________ • PIPE TO CLEAR �� 'MIlBT BE Ti-_-rT___-__ _ r__Tr_____ -__ _ LOWERED 80 THAT 36' BAR CIA V4 3ro N Dro 9/4 1/e I I i/e I V4 3ro 13/4 2114 , 1 I r--' TIT Tr �• MAX.IB MAINTAINED. L ' SLEEVE BY W, L '/ .. 4db '_ ALL ARCIfID 'Y �. .�:'.','..: STEPPED FOOTING db 4' I! I I I I I PLAN �----- o R R R R db AT DR-STRAP CONDRION l7YP.) RAGED BEFORE WOTMG NO PIPES TO PA86 TWRU LONG.FILL TO BE 9• ;p GOLe.OR COL.FTGB.OR - db IB POURED.MAKE SAFE WIDTH A8 FOOTING L COL.FTC. Z i {i I i i iIi OIFSET 7-2.PLATER AND POUR FULL WIDTH OF PIPE TRENCH Ur,Ey UNDER 90�� OFFSET HOOK Y i' i®666 ' i 1 i i i i STRAP PER PLAN PIPE PERPENDICULAR TO FOOTING PASSM UNDER FOOTING �.DIAMETER OF BAR I i III I I N-u 4 I7-id NAILe) R.3db FOR 4 TO v IL- __' ___ i I I I I;I ' B TF�NOi R 4db FOR•9 TO�I , .I_ I I I I I I IiI I{ #xxx W(MORMN W N.MIN. MM. { ' EG. Ea ro TYPICAL BAR BEND gZ I I L SLEEVE ARBY ND 6t p { JOINT BLK'G I I I _ 7'-®•MN. r-O'MIN. n� I r( r S II yi� II I I NO PIPE THRI 30�CONG. OR 3mBcoNc. m� ; I I I I I I;I I I •MN.PH"ON OFug m I I 40OI'TAB. 40OI'IAB. SILL 2'-0'r R ATE I I I I I I I ANY SWEET. g NO DIGGING I IR DIA.OR I I!J'MIN.CL. Saw o FOR PIPE TRENCH FOR FOR PARALLEL BARS FIOLD DOYR'•1 ANCHOR - w PARALLEL TO M. �\ �- J WITHIN THIS LINE FTC \ TYPICAL SPLICE +ON PLANS ANCHOR � LOCATE STUD6 V K E WALL ELEVATION TYPICAL SHEET LAY-OUTS AT SPLICE r PIPE PARALLEL TO FOOTING PIPE PASSING THRU FDN.WALL =N: TYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS �1 REINF.BAR BEND AND SPLICE DETAIL �j TYPICAL PLYWOOD WALL SHEATHING LAYOUT(VERTICAL) ELEVATION OF TOP PLATE SPLICE(lYP ER o�y sTUDO TW -7x "REV, l/3Y.I RAM8ET/REDHEAD 30 b ALTCIR14,1E O' PM.37'O.G.(IGBD F639) WEDGE DIET. 7X4 FLAT MILK G AT BIN TOP RATES (Is-MIW MF,U UNSUPPORTED EDGES 2.4 FLAT BLK'G AT i' 30 b 7X SILL RATE(P.T.DF.) AS REQUIRED PER RANO _ ALL TO J JOINTS STRAP PLAN _ OISTS W'nowDIBi. I SEEPER PLAN (BEE ANI CrJ. Ed `• T - �� _�C �I I 6 (l I DERLAYMENT PER OR RE-BAR)CM BLAB TYP. UN C CONCRETE BLAB PER PLAN SOILS REPORT. _ __ i _-_ Jxl •4 C'O/C cw na•LNON-BRG,NON-SHEAR WALL ANCFIOR —(WALLS ONLY)Tyr.ULOK � -- - STAGGER JOINTSFN rY)MN CONCRETE BLAB PER RAN(WN}.OR IE-SAW CTR.M SLAB'(TP.WAN.) �I------_ 4'-0'KS'-0'TYPICAL - PLYWD JOINTSTYP.U.O.N. _ MALLS ONLY) K Clow. W MIN.CLEAR PLYWOOD SWEETS �_, TO BE CENTERED AL--I EACH WAY EDGE OF RYWD JOWe I _c I C ON JOISTS TO BE CENTERED SEE RAN ON JOISTS - BEAM/POST/RAN _ 4'-0'x 8'-0 TYPICAL _LL RYHIOOD SHEETS 7,'PK:AL TYPICAL TYPICAL MICAL I BN.BOUNDARY NAILS C01RER INTERIOR CORER NTMOR I EN•EDGE NAILS DOUBLE LAYER REINFORCING SINGE LAYER I� EO.TO BLAB TNIGQEBS R •FIELD NAILS ALT.:4z/bx RATES-USE BUR SPLICE r ERLAYMENi PER PARALLEL TO JOISTS W/STRAP AT BIDES/RAN W BOILS REPORT. PERPENDICULAR TO JOISTS DEPRESSED SLAB DETAL TYP.REINF.AT INTERSECTION OF CONCRETE BEAMS:WALLS AND FOOTINGS SLAB ON GRADE TYPICAL PLYWOOD SHEATHNG LAYOUT(HORIZONTAL) (off BEAM TO TOP PLATE CONN.[TYP. O (f NON-BEARING WALL SNp FR ABOVE(WHEN OCCURS) BNL6 FIT M JOIST OR R TRUSSTLa AFTER TRUSSA-L V I k� ELK lB 7x ELK ES 4W N 2x O.0 AT 48' ODIC SLAB d /'SAWOJT OR -S.. JOIST OR RAFTER JOIST OR RAFTER C PER RAN m IN ED Ji. 40 b STC AT 48.O.C. LAP STC AT 48.O.C. BAR OUTSIDE CJ4'MN) b 406 C W/7xBLK'G W 2xBLK'G 24'MN BTG AT CORER [74•MIN.) SAWCUTB TO dE AS OF ALL FLOOR SLABS ON EACH BIDE-STAGGER WALL PARALLEL TO'I' JOISTS O O GRADE INTO AREAS OF 400 SQ.FT.OR LESS. 114 ARE"TO BE 8(J.OR APPROX.en. WALL PARALLEL TO JOISTS c •LAP rwNF.oR RE-Saw WALL PERPENDICULAR TO JOIST r NON-BEARING WALL L INSIDE CQIC.BLAB 2.4.48'O.G.- ✓ ABOVE(WHEW OCCURS) g' 9 E %(VERT. PER RAN H' W/2-16d EA • n BARB VERTICALLY s -JOIST OR RAFTER IN cow!li•MN MM.SEE RAN UP OR DOFN7 T (Y)YIN @ e e o n w TYP.(URN.) SUBSECAUENT POUR FIRST POUR I-- - ALT.STC M KEYED JOINT ADJACENT. TO BE MADE B HRS.APART. LOCATION /�l ` PER PLAN YV ANBIVE MAT'L BTc AT 48.0.0 d O TYPICAL TYPICAL TYPICAL TYPICAL W 2xELK'G COI@ER INTERIOR CORER INTERIOR V u ' TRU88 BOTTOM CHOIm STC AT 48.O.G. � �1�1 OTC.74' EACH BIDE-STAGGER DOUBLE LAYER REINFORCING SINGLE LAYER REINFORCING NOTE:SLAB UNDERLAYFENT PER BOILS REPORT. CONSTRUCTION JOINTS WALL PERPENDICtAAR TO ROOF TRUSS WALL PARALLEL TO ROOF TRUSS WALL PERPENDICULAR TO I' JOIST TYPICAL REINFORCING AT INTERSECTION OF MASONRY WALLS SLAB ON GRADE TYPICAL NON-BEARING WALL DETAIL �J NON BEARNG WALL MN.LENGTH 7'-0• RTN) DOABLE JO18T8(U.O.N.)FOUNDATION WALL 9 NOSING 4 7X STUDS/PLAN BAR(TYP.) `... r�. 30 b LLAP -USd EA.END D,-p• 1 OFEN HEADER/MAN P •�( MN) L TYP.JBT.HANGER(U.O.N.).N.) 4 ( .) •CLEAR 's� 3.4. L X JBT ilA.14MIA. EDGE DI MAX.NOTCH EDGE DISTANCE ,/B FOR 7x4 STUDS FIIWSTOP JOT 8PAGNYvPLAN 1 3/8'FOR 7xi STUDS LATEST DESIGN DATE EA WAY i'BLAB DOII6LE HEADER TS 16d.I7' USE 4-Uid TO POST AND 2x STUDS 7•RCNO W •1,20T YP. TYP.(U.O.M AT 4xb TR",13 [ O 5-2I-14 2-•R'O.C. •' R.121 O.C.EA.WAY AT REMANDER NON BEARING WALL LATEST BAOGROUND DATE .' 7z BLKY. (MIN.LENGTH.10'-0') MAX.DIAMETER 30 6 LAP MID HEIGHT TRIMMER STUD I-7X MIN.(U.O.N.) 13/B'FOR 7x4 BTWO NONE III- '4•48.O.C. WHERE INDICATED 1 3/16'FOR 7xb OTUDB AND 7x8 5=5 I STUD ADJACENT 'I 'I ...•.I � (MAX '• FOR EXTERIOR OPENING r INTERIOR OPENING scAIF NONE 9'-0• P-b• (U.O.N.)ON THE RANG FOR MULTIPLE 7 xI SEE ARCHITECTURAL DWG. MIN.) (MOIL) WALL HEIGHT OPENING WIDTH KING FORT N.ON.7 DRAW I�R:AFTER STAGGERED B.N.AROUND e' 6' I-7X AN[ JOB 7-� �, FOR STAIR RIBS,RW,4 OPENING IN DIAPH.(TYP.) B' 10' 7aX T BPAGRYR FMI8H. FOUNDATION FODATION[SECTIONS FOR 10' 4' 1-7X N) FOOTING 812E r FEW. NOTE:MAX.OPEN M ING 4'-0'z 4'-0' m' B' 7aX m' 10' 3-7X J8T BPACMG:PLAN ^ SHEET CONC.STAIR ON GRADE TYP.STEPPED FOOTING /SI/, TYPICAL AT OPENING /SI IK, TYP.HEADER DETAIL N.O.NJ NON BEARING WALL ALLOWABLE HOLES-WALL STUDS OF S2 SHEETS �� u� u� �7 FASTENING SCHEDULE SHEARWALL SCHEDULE (2013 CBE) REVISIONS BY LOCATION COI�'ECTION FIASIEN'p am A colrloN ae Box NAL.6 ARE PERMITTED ro BE USED Mc="WHERE OTHERWISE STATED. B.NAILS SPACED AT 6!INCHES ON CENTER AT MIX",Q NCHES AT IQER'mIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS W{ERE SPANS A I JOIST To SILL opt GIRDER 3:ad COMMON(2-IG'X m.B1') ATE 48 INCHES M MORE. SMEAIH'L4LL 3-3'x 0.01•NAIL& TOE NAIL FOR NAILING rX WOW STRUCTURAL PANEL AND PARTICLEBOAI®DIAPHRAGMS AND SEAR WALLS,1@tR To aecrZ N 23me. SHEAR WALL FOUNDATION CONK. A FLOOR COMNECTI B 4R TRANSFER ,_3 -3• H g.g.x PI_ NAILS POR WALL OMAN APE PERMITTED TO M Cl>1M M' BOX OR CASING. EKG SCAR WALL c COMMON OR DWOI@'ED SHAK(6d-2•X m.33•a W-]W"m.era 10d"V x OM81) 'DNA.MNGHIOR 3 B01"TGhI PLATE NAIL p A35/LTP4 SPACIN.3 ALLOWABLE JOIST A JD18T ]e1MD'sING To JOar CO'IMTON(2_IA•X m13P) MA RIAL EDGE NAILWG O BLK OR JOIST A (-E- REFERENCE NOTES]-3•x m.D1•NAILo TOENAIL SACH END D'cO1•IO'!OR DT3Ol0'fb�" (bd-]'x m.1e•a ad_]v1'x 0.e1•a lmd-3•x m.He•) I W G.N. 2 2x SILL 3x BILL 16d SINKER SD814x41.2 TO TO. PL.'S g SA SEISMIC WIND Q 2-3' H geg..4Plw E.DEOI@ED SW M(6d-2'X m.113"ad-T M'X m.13N Imd-3'X m.We') I STUCCO _ F.COR DS"CN•RESSTANT SOM(bd"I-T/S'X m.Im6Y&d-2- REF.NOTES 48' b' _ 24' Iem Cm Rom.NOTE e 9 bdr SCROOR OR LESS TO EACH JOIST 7•Stl GOI'ITON 11•I4'X 0.131-) FACE NAIL 92•X m.QS')O!CASING!bd.]-x mJIR6':ea-T-VJ'X m.le•)NAIL. G.FAeTWEIE 8PACED 3 RINCMES ON CENTER AT EXTERIOR EDGES AND 6 ACES ON CENTER AT EXTERIOR EDGE&AND 6 GOES ON CENTER AT 3 3/B'PLY CDX ad.b' 48' B' 24' 26m 3mm 4 MOM THAN bN SIEFLOOR OR LESS TO EACH"AT 2_ad COMMON(2-IG•%m.131') Fes,�� 4T MERFDIATE SPPORrs,WHEN USED AS STRUCTURAL SHEATHING.SPACM's SMALL BE 6 INCHES ON CENTER ON THE EpGSS B AND Q NOES ON CENTER AT IHIER¢DIATE SUPPORTS FOR NON-6TRUCTRAL APPLICATIONS. ® 3/e•PLY CDX 8d_-4' 32" - 4' - I6• 3W 3Em p NOTE. FULL DEPTH B H.CORROSION- 5 3/8'PLY COX Bd.3• BLK.4W ]81EROOIR TO JOIST OR GIRDER ]-Ibd CO}TON(3-VY X m.b]') BEND 1 FACE MALL LENGTH 2 R�FCH NAILS WRM TA6 MCHI DIAMETER HEAP AMID I-V]INCH LENGTH FOR V1 NCH SEATMMG AND ❑ 32' - 3' 16• 4w 500 EA.SIDE I-3/4 MGI LENGTH FOR 24A2 INCH SEA7MRG. W.NOTE d A• N.O.R) 6 SOLE PLATE To JOIST OR BLOCKING led COMMON(3 W'X m.e8•).W' TYPICAL FALL NAIL I.cORROSON-RESISTANT STAPLES WITH A NOMINAL 1M NCH CICW,AND I_M"LENGTH FOR We NON SEATHM © 3/6'PLY COX Rd.2' 24' 2'(ST) Im' 12' 3'X 0.1311 NAILS AT&'O.C. AND I-M INCH LENGTH FOR M92 INCH SHE.AT W%.PAEL SPPORTe AT I6 NO"S(20 INf9CS P O71EH TI AXIS M TIME LONG DIRECTION O 3/8'PLY 8TR I ad 6 2• 640 blm Rom.NOTE d 1 6 - 2'CST) 8' 8' SHEAR WALL &HCAIM•NALL 3•H GAGE STAPLES AT Q• Q R"PAlEL)NLE&S OM1EIWIBE MARKUP). Tam T65 Rom.NOTE d/. y d.S. SOLE PLATE TO JOIST OR BLOCKING AT BRACED 3-16d COMMON(3-WJ'X m.e6').16' J.C.ARNG(I-I/1'X mJ3am•1 OR P SSN(I-VJ•X mAV')RAILS SPACED 6 INCHES ON PANEL EDGES,Q RCWA AT INTERMEDIATE SPPORT&. ® I5/32'PLY COX led.6' 48' q (6•SDS&CIE3N6 A TTP.OOR PLA WALL PANEL 4•X m.Dl NAILS AT Is-O.C. L.PACE SA AT 24 INCHES.CASH OR KNISH NALS EPACED&MONIES ON FANEL EDGES,Q 4• 24' 31m 335 F.NOTE d A. PER&QED.• WHEIE I N'LT.WT _4-3•H GAGE STAPLES AT 4' BRACED WALL PANELS L.FOR ROOF SWATHING APPLICATIONS,ad NAILS(2- MClES AITRUCTRAL PANS. II 1532'PLY CDX - 3•(ST) - 16, 46m 5mm ALT.) CONC.APPLIES. IQ'X m.le')ARE THE ryMURM R<OIIPo9 FOR WOO,S ❑ Imd•4' 32' M.STAPLES SELL HAYS A MINIMUM CROWN WIDTH OF TAa W.A. 12 1532'PLY CDX F Y z_ T TOP PLATE To ETD 7-Ibd COMMON(3-WY%m.162'1 N.FOR ROOF SHEATHING APPLICATIONS,PASTEIERS SPACRIP 4 INCHES ON CORER AT I7?GES,S MGCS AT NTERIEDIATE SUPPORTS. Imd.3' 24' - 2Vj'(ST) �� 12 bmm blm Rg.NOTE d 1• Wl'LT.WT. 3 3%GAGE STAAPLES END NAIL O.FAD1QE7aS SPACED 4 MGCO ON CC RE1S AT ED!!S.S MCIIS ATSI o1PpoSeuBPLooR AND WALL SEATNNc 13 1532'PLY CDX Imd 6 2' 16' N 3-3•H AND 3 MO"e aN ciNTR AT EDGES,a MClEO AT RTER'1EDIATE Elm 84m Rom.NOTE d/s •m"S STUD TO&OLE FLATS 4-ad COMMON(2-M-X m.a-) P.FASTEERS SPACED 4 INCHES ON CRNIER AT EDGES.S INCHES AT MER'BDIATE SUPPORTS 14 15/33"PLY STR I Imd•2' 16' 4x BLKY TOE NAIL Slm Immm Rom.NOTE d 1. PER REF. pePIW p 4•3'x m.131 NAILS - - b• 8' 3-3'14 GAGE STAPLES A BBFE 4 PLY CDX(55) ad.3' - 16' - b' 8' 98m Immm R3•.NOTES b,4 d 1 s NOTE d EA BIDE, �- NM�1MG�1/1 21 3/8'PLY 5TR 1(B8) 8d.3. _ _ B N.ON.) SEARW LL W m w. 2-S. COTTON NAILS X m.N2') END MAIL - 16• 5' 6' Ilmm 1340 Rff.NOTES b,e,d A• LTx c< 3_S.X GAG NAILS WALL3"3•H r_.vi STAPLES C.N. : BLOCKE NAILS RY. GYPSUMPLYWOO ZZ ' LY STIR 1(BB) Imd.3' I6' 4' ' Imo.NOTES b,c,d/. ANCHOR BOLT/BBL6) BLOCKED GYP. BOARDI DOITCM PER&FAR WALL9 DOUBLE ETD U.d r3-VT•X SAT ..CNO. BOTH SIDES CO BOARD PUTSSCHEDULE 3•%m.13N NAILS AT e•O.G. FACE NAIL FND. : FOINDA7IGN CONV. CONNECTION 0 B32'RY 8TR I(BB) Imd.2• 12' - 3• L• li4m , , CON. ER9'WGAG#STAPLES AT S' : PLATE TN. TOE NAIL A.B. ANCHOR BOLTS (U.O.N.): UNLESS OTHERWISE NOTEDIm DObLE TOP RATER Ibd(3-V2'x m.13e•).I6• LAG BOLT& SCHED. SWEAR WALL OC 4EPULE 3 X m.Dl MAILS AT I2.O.C. REF. REFERENCE ST : 6TAGGERED9'HGAGE STAPLES AT Q' TYPICAL FACE NAIL Ga. , GAI IGE STR I STRUCTURAL I ID ALL PLYWOOD PANEL EDGE$TO BE BLOCKED AND EDGE NAILED. l• . "DdaLE TOP PLATF_S S-Kd CGI'KN(3-I/J'X 0.16Y) MM. : MMRCK COX EXTERIOR GRADE Rl'WOOD BG MIL Q-3•x S.W.C LAP SLICE MI C ON R rQeb BLOC ING Q ALL PLYWOOD NAILING SHOULD BE WITH COMMON NAILS. CAN SUBSTITUTE COMMON WITH GALVANIZED BOX. Q-3'3'W GAGE STAPLES FIELD NAILING SHALL BE MATCHING SIZE COMMON NAILS E 12'O.C. 5°~ y . SHEARWALL SECTIONS I BLOCKING BETWEEN J01er OR RAFlERO 3-ad COMMON(2_Ir x m.DF) PCR AWm014L A3BREYIAnONB SEE SINxr&PI Q ALL ANCHOR BOLTS TO BE Im'LOW.6 2x SILL,I2'LONG At 3x SILL. r0 TOP PL41E 3-3'X GAGE WALLS TOE MAIL s-s H GAGE 6rA.PLee ALL ANCHORS SHALL HAVE MIN'4'x3'x3'PLATE WASHERS. Q RIM Joist TO TOP PUTS ad(2-1/2'X PLACE ALL ANCHORS A MINIMUM DISTANCE OF 4 3/8'(AND A MAXIMUM OF II 9'X GAGE MALLS AT S AT.6'O.G.. TOE NAIL FROM THE ENDS OF SILL PLATES. MINIMUM 2 ANCHOR BOLTS PER WALL OR PIECE OF SILL. b• 3'H GAGE STAPLES AT 6.O.0 04 $DSIsx4V2 SCREWS MAY BE SUBSTITUTED WITH A6.0 x b"LAG SCREWS WITH PREDRILLED HOLES. FLAT METAL CLIP MINIMUM STAGGER DISTANCE IS V2'.MINIMUM OFFSET IS Vf'.MINIMUM EDGE DISTANCE IS V2% l^l/2-i3d MIN. FLAT METAL CLIP B TOP MATES,LAPS AND INTEIRSEcnON& ]-3 COITION NAILS x m.wa•) VERIFY W/SCL MANUF,MINIMUM SDS/LAG SCREW SPACING AND LEAD HOLE EA.SIDE 3"3•x C.AQemiGTAF PACE MALL REQUIREMENTS OR USE 3x/4x NOMINAL MEMBERS PER REFERENCE NOTE d. W/2-8d MIN. 3-9.14 GAGE STAPLE& © AT ALL ROOF PLATES WITH FRAMING PERPENDICULAR TO WALL USE A35.24' EA.SIDE H CONTINUOUS LEADER Two PIECES 16d COMMON r342'X 0.1629 K'O.C.ALONG EDGE OR HI PER TRUSS(b 24"MAX)TYPICAL(U.O.N.)B CEILIG JOIST To PLATE 3-Sd COTTON(2-1G•x 0.131•) © USE PV STRUCTURAL COMPOSITE LUMBER(SCL)FOR RIM OR BLOCKING(UON). S-3•X 0.131-NAILS TCE MAIL S7r •3'H GAGE STAPLES INFERENCE NOTES, CONT.T. PL - a) EXTERIOR STUCCO WHERE OCCURS SHALL BE WOVEN OR WELDED WIRE A --- I6 CONTINUOUS HEADER TO STD, 4-ad COITION(2-M,x GASP) TOE WAIL LATH WITH V8'PORTLAID CEMENT PLASTER WITH.II GA,NAILS OILING JOISM,LAPS OrWR PARTIrlan 3-Ed COMMON(3-VI'X 0.M2•1 x 1 1/2'LONG x 11164 HEAD OR I I6 GA.STAPLE x 1/8"LONG LEGS. bl 3x6 SILL,3xb TOP PLATE 4 4x6 BLOCKING DO NOT CUT TOP PLATES (SEE SECTION 23ma.1m.4.1,?ABLE]30S.1m.4.V TABLE 23mo.18.4.1 PACE MAIL •INTERMEDIATE PANEL JOINTS 15 REQUIRED. (IF T.PL IS CUT-STRAP 4•3•X m.el•MAILS c) SHEAR WALL$WITH PLYWOOD ON BOTH SIDES,BOTH VERTICAL PER PLAN M TOP OF TOP PL CONT. T. PL 4 16 H 421- STARRES AND HORIZONTAL INTERIOR JOINTS ON OPPOSITE SIDES E CEILING SECTION PARALLEL ro ILE 2UNNS 3- OF THE WALL$HALL BE STAGGERED(SEE DETAIL BELOW). KI 12-1 6 MIND ID PL SPLICE Ibd COMMON r3-IG'k m.4T7 W/@-Ibd EA.SIDE-U.O.NJ PLAN VEW (SEE SECTION]31D6.Im.4.l,?ABLE 23a6.Im.4.0 r4eLE a3me.Nm.4) FADE MALL d) ®-CONNECTIONS FOR 2ND FLOOR AND ABOVE ONLY:4-3•x GAG NAIL& USE 3x MIN(NOMINAL)RIM OR BLOCKING BELOW WALLS WITH Ibd SINKERS•2'O.C. 4-3'H GAGE STARES SEE is RATTER To RATE Iff. (SQ SECTION T3p.Im.L TABLE 29mS,Ip.D 3 3•X m.BI• OR CONNECTIONS WITH SDS/LAG SCREWS AS REO'D BY SCL MAN r O 2-ad 0.01-WASH ING 3 3'W GAM#STAPLES TOE NAIL e) 3x REQUI N r2-I/J•x m.131•) RED AT ALL PANEL JOINTS 4 INTERIOR BLOCK PERPENDICULAR WALLS•EXTERIOR+INTERIOR SHEARWALL/DRAG LINES r M -- -- - Tm 1'DIAGONAL SPACE TO EACH SIID AMID RATE 2-ad COTTON[]-ICJ•X HOEDOWN SCHEDULE ]-3•X GAG FACE MAIL NAILS 9-!'H GAGE STAPLES 21 I x•NEArHIG ro BACN BEAPoIG ]-ad corMCN n-vJ•x m.ur) PADS MAIL QCC-ESR 23',)0) SHEARWALL SCHEDULE,NOTES,SECTION$AND DETAILS r1 MAM D WIDER TAM F: 1 X&SHEATHING TO EACH BEARING 3_ad COY. (a_y.X m.el7 FACE WAIL 65T5 ANCHOR BOLT(5) 55 ANCHOR BOLT PAB ALLTHREAD LH E 23 WILT UP CORER STUDS Wd CCIMMON(3-VT Xm.16]7 MIN. SCREWS (MCC-ESR 2611) (MCC-ESR 2611) (MCC-ESR 2611) ]4•o c. 3.3•xm.131•NAILS 16.OA MARK POST SDS 1,4"ro CL MONO POUR TWO POUR "A" MONO POUR "A" SIZE L MIN --A-- AND 3-3'H GAGE STAPLES y OD. I'� 24 WILT UP GIRDERS BEAM 2md COMMON(4•X 0.1e2•)32.O.G. FACE NAIL AT TOP AND BOT'KM HDU2 4x 6-SDS 11, $8TBI6 SST520 124'e' SB%X24 18' PASS 24' S` T'] PERDPLAN 3'X 0.31-MAIL AT 24.O.C. STAGGERED ON CPI'OS1E 61M HDU4 4x Im-SDS Ik OST1520 5STB24 16%' SB%x24 18' PA55 24' S- TV2 3'H GAGE STAPLES AT 24.O.C. HDU5 4x 14-808 Ill SOTB24 SST52S 20%' SB 46x24 18' PA55 24' 5' TIr2. n 20d COTTON(4'X m.B2•) FACE NAIL AT ENDS HDUB 6x2 6x 2m-SDS I�' 88T$28 88782E 24I6' SB T4 18' PAST 30' B' ' 3•x GAUP'NAILS AT EACH SPLICE 12 bx2 PLYWOOp(06) EN.TYP. STAGGER E 3 AND_3'H GAGE STAPLE 'S HDQ8 bx 2m-SDS I 5ST1528 88T528 24I6' SB I4 18' TA -I 3V 8" 12' O O Ibd COMMTON(3-IR•X GAUP]•) AT EACH BEAIRR'Y. NDUII 6x 30-SD8 1j' WA WA - 85 Ix30 24' PAW 30' iv 15' B_D 2. COLLAR r1e ro RATER 3-Tad ccTITCN rs•x m.ws•) WHDQII 6x 24-SDS 1}' WA WA - 85 IX30 24' PAW 30' Im' 15' I I 7 TYP. I 7 7Yp. 1 7 7Yp. I M� 4"3'X m.D1•MALLS FACE MAIL A-3•W GAGE STAPLES NNDQI4 bx 30-806 I}• WA WA - 8B Ix3m 24' PAW 30' Im' 15' 21 JACK RAF To HIP 3-and COMMON r3•x m.He•) HDU14 TER bx 36-8D8 Al WA WA - 8B Ix3m 24' PAW 3m' 10' 15' ^y 4-3'X m.131-MAILS TOE MAIL �rFT 4-3•W GAGE STAPLES -T.e__TM_ _T__________________ POST STUDS UDS STRAP PER MUM NON) r, 20d 0.01'NN r4•x m.Ie2•) HOEDOWN NOTES - - - - e PIL w RE 3'x m.Dl•MAILS FACE MAIL 3 MARK WOOD SIZE Y 3_3•W GAG#STAPLES I. ALL FIOLDIX'N ANCHOR BOLTS RFNALL BE BECIIRELY FASTENED I 2 .� ' M PLACE PRIOR TO RACING CONCRETE. Ii O 4x6 O ]S IB?CF RAFTER TO?)K RIDGE SEAM ]-3' COMMON(3-VY%m.N7•) 2. PROVIDE COVER( 4x - 3-3•x m.l3P MAILS TOE MAIL P4'MN)At EARTH FORTED SII U.ON.) PER REIFOR..ING _ _ _ _ _ _ _ 1 D�,G O 9-8 W GAGE STARES STEEL NOTES AT ALL HOLDCWd AAICHOR BOLTS(U.O.NJ _ _ _ _ _ _ _ _ TIP. 7 3x6 SOLID BLK'G 50TT.PLATE E/1 3. PROMOS e'MMIMM FOOTING OR STEM WALL WIDTH. O AT HOLDC!"m NAILER V 6 i U Ii i� �1 2-16d CLfYION f9-V2'X m.ib2') ///\�� I i� 3-3'X m.Bl'MALL& FACE MAIL 4. SEE DETAIL (EACH WAY AT CORNEIR) i �I ii ii 11 It I' I x ' i it II ii 1 1 p .". I - 7 3xb 3-9'H GALE STAPLED 1 1 -` I I' II II 3 � D BL1CY.� 29 JOBT TO Bl4D JOIST 2-3.d COMMON(3-V7'X m.lb]•) 1 ". O 3xb x 9TIeP.APB 5. USE 8878E MODELS FOR HOLDOYNB ON 2- ___�__�a__�___ _�._�__' 4-3•M m.BI'MAILS FACE MAIL 2x MID 3x BILL PLATER. 4-3'H GAGE STAPLES CL " 3m LEDGER STRIP 3-Wd CO'MCN(3-VT X 0.1629 POST FER PLAN 4-3'X m.Bl•MAILS FACE MALL 91 A_A B 4-3•H CAGE STAR DOUBLE ES HNOLD.'tM1 FEE PLAN SHEAR WALL SECTIONS(PLYWOOD HORRJ W'AMCLEee 6d" NOTE DOUBLE SHEAR WALL POST/STUD )LE WOOD&iRUCTURAL P . SUMLOORPIOCr AID HALL 2-3,Y X m.le NAIL" MIL WALL END OR SHEAR I-3/4 W GAGE MN.CONC,SIDE CORER DISTANCE AME ASBCHED. NE.ATIMG(TO flRAMMGI L Po'TTIMr.LL 6COMO.MALL COVER(w). HD/RAN EN R7WD TRANS PER (V)STRAP B37•TO 3/4' add OR ads GILL PLAT! am taro•x GAGE MAILP fP1ON PLYWOOD(Be) E.N.TT'P. SEE PLAN ]"W GAGED T/a'TO I• ed` 6I6•SLN OR HEADED A D& D-D ,,ff A S.PER eCH 1312W M I VS'TO 1 1/4' 111 add (Do NOT USE•J•BOLT) 1 2 TYP. <2 TYP I 2 1, I HD POST/RAN S.CL C_C MDEFI FLOOR(COMBINATIONINGSII•LcvR- 3/4'AID LESS 6d� LAYOUT I LAYOUT 2 13DER.AT'I"EMlT TO IRNMMG T/S•TO I- Id' SINNED BELOW _-T___ __ __ 3 I\ 48'PLY. 48'MY. a LOWEST C.J. b' i I /1 ' i I VS'TO I 1/4' IOddOR Sd� s•MN PANEL PANEL LATEST lIE9G11 DAIS 32 PANEL 61PM(To PRAMM) M'AND LESS ad T T ETiGED rn•nIu 2 X T 5-21-14 Sn• ad T DcraL M EN wAT xTAL�,_, i I I f::� � LATEST BACKGROUND DATE 33 FIBERBOARD SHEATNNG0 N• No.11 GAGE ROOFING MAR PLAN 6d CO NONE COMMON MAIL(]'Xm.113•) '4 I I ..i ii I. �� 4 i i I %'NO.N GAGE STAPLE i i i i i i i i I 1 i 'I/' LJ SCALE NONE . :I ___1.�__'__�i_ T61i2'Noll GAGE RROOFNG NAIL AB SEE RAN LAYOUT 3 LAYOUT 4 STUDS WpT SNOW WN CBC2010 Sd COMMON MAIL(2-1/J X 0.113• C_C FOR CLARITY No.4 G.M3E STAPLE DRA D-D NOTE.14OLPOMS A HOLDOM POSTS VARY. 34 NTERUOR PANELING V4' 4dJ SEE FOUNDATION 4 FRAMING,PLANS. JOB 9&' adx RUBLE SHEAR WALL S e YWOOD VERTU TYPICAL HOLDOWN LOCATION SHEET S3 - HOEDOWN BETWEEN FLOORS �7V O SHEETS 16d®4' B.N. NOTCH TRUSS E N BLKG REVISIONS BY SHEAR TRANSFER O.G.MAX. FOR OUTRIGGER/ — fE-N. E j 2 x PTDF SILL PLATE V LINE OF WALL CURB SHEARWALL b' W/giD'b A.B.a 48'O.G. BEYOND�j REF. PER PLAN —� FLAT 2 x 4 TYP U.O.N. SLAB PER PLAN(4"MIN) SLAB PER PLAN(4'MIN) H3/BRAC a W/REINF PER PLAN 3-Ibd E.N. w W/REIN PER PLAN Q "3 0 IS' GABLE END J 1 EACH END 1 2 z - E.N. L fo QL 2x BLK'G. FR. Y — iIL w z 03®18' ANTRUSS PER MFR SHEARWAURS) SHEARWALL BRACE®48°/SCHEDA34®TOP PL -FOR TRUSS PER PLANPER PLAN <m w HEICsHT GREATER THAN 24' "gym � FOR STEM WALLS TALLER N FTG t REINF PER PLAN BRACE MAX.LENGTH SHEAR TRANSFER THAN 12 ADD 03 6 IS FTG t REV PER PLAN 1-2x 6'-3" PER SCHEDULE 4 03 a 12'O.G.(H)0� 2-2x 12'-6' (A35 0 24 O.G.MAX U.O.N.) \N Eft A h TYPICAL EXTERIOR GARAGE TYPICAL GARAGE ENTRY W/A35-IF GAP EXCEEDS 1/4",BLK TO PLATES,USE L50 4x 14'-0' o`er "do �l1=ls Stp a * 30.-0., 4 G.E.TRUSS,BN 1 DES.30000 AXIAL r, ❑3 26 9 w 26' r h ------ -------- ------------ --------- ------ --- — OONVENTK)NAL FOUNDATION DRAWING NOTES ROOF FRAMING DRAWING NOTES- 1. 1 4'MN.SLAB ON GRADE WITH REINF PER SOILS REPORT OVER 2"GLEAN SAND 0 1OVER MOISTURE BARRIER OVER 2'CLEAN SAND. j 2. ALL FOOTING WIDTHS PER PLAN 2. o INDICATES TRUSS DIRECTION•24'O.C.(U.O.N) W 1 3. A.B.+H.D.BOLTS i0 BE TIED IN PLACE PRIOR i0 FOUNDATION INSPECTION. _ 2A e INDICATES N/.A FRAMING DIFECTION(U.O.N) a�. 4. ALL SILL PLATES TO BE P-T.D.F.(SODIUM BORATE TREATED) 3. 11 INDICATES FRAMING. AND SHEAR TRANSFER FOR WALLS. a•1 5. FOR ADDITIONAL DIMENSIONS,SEE ARCHITECTURAL DRAWINGS. BELOW ROOFF FRAMING.ING.FOR SHEAR+IALL SCHEDULE SEE SHT.53 C b. S S INDICATES STEP FOOTING,SEE DETAIL I4/52 4. (F) INDICATES FLUSH BEAMS. T` v` 1 3 IS' 1. INDICATES LIMITS OF SHEAR WALL.SEE 5HEET 63 FOR THE ❑ 18' 5. INDICATES LIMITS SC EDULESHEAR SEE l �] Iv� I j SHEAR WALL SCHEDULE. IS' 3 FOR SHEAR ALL SCHEDULE SEE BHT.53 v B. FOR ALL SLAB SLOPES✓I FLOOR DRAINS,SEE ARCH-L.DRAWNG6. b. INDICATES 2x6 STUDS o 16'O.G.(U.O.N) 9. INDICATES SHEAR WALLS 4 SHEAR TRANSFER FOR WALLS BELOW ROOF FRAMING.FOR SHEAR WALL SCHEDULE SEE SHEET 83. 8. WALL BELOW EROOF FBRAMING I SHALL BE 2x4 a Ib"(U.O.W I I I 1 9. MINIMUM HEADERS(TYP.U.O.W ARE: 4x6 i0 4-0'SPAN 4x8 TO 6-O'SPAN 1 I 4x10 W S'-0'SPAN O O I I I bxb i0 4'-0'SPAN _ 1 bx8 TO 6-0'SPAN ( 10 i0 8'-0'SPAN 4"SLAB ON GRADE w/ 10. FOR ROOF SLOPES 4 ROOF OPENINGS,SEE ARCHITECTURAL DWGS. [_]•^I 1 •3®18'EACH WAY I 3 II. 10-16d EACH SIDE OF TOP PLATE SPLICE(TYP.U.O.N) 1�1 12. B.N.OVER ALL DRAGS I E.N.ALL VERTICAL POSTS AT SHEARJALLS(TYP). a Poo AT CENTER OF SLAB I I3. ALL NAILS ARE COMMON(U.O.N) W OVER 2'SAND OVER I RUSS®24" 14. I-2x MINIMUM UNDER BEAMS 4 HEADERS TYPICAL(U.O.N) I OVER 2'SAND BARRIER i 0 15. t STRAP NOT REQUIRED IF JOIST,TOP PLATE OR BEAM 15 CONTINUOUS. 10 MIL VAPOR IS.MSTC t MST I ST STRAPS(H)SHALL BE LOCATED ON TOP OF DOUBLE TOP PLATE O j IT. EACH TRIM SHALL BE LEDGIBLY BRANDED MARKED OR OTHESNISE HAVE 1 1 PERTANTENTLY AFFIXED THERETO THE FOLLOWING INFOR'IATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE I 1 i OF iHa. I70M CHORD. DENTITY HE COMPANY MANUFACTURING THE TRUSS. THE SPAN ON THE j b.l THE DESIGN LOAD. FACE OF THE BOTTOM CHORD. 10 c) THE SPACING OF THE TR155. I 1 I I I 1 I I 1 12"BLW CiRAPE1 I W/2-44 T4B TYP,U.O.N. I j 3 1 I I 1 - I 1 I I 24"x24"GRADE BEAM I W/3-•4 T45 4 03 TIES m 12" 3_0 LATEST DEM DALE 3-0" - 0 SW24x 1 SW24x 5-21-14 -- ....L..-------- ------ -- ------- ---------------- —J ----1 — I 4x8 x14 LATEST BA11(IAD M DATE ----- — -------- -----------� I L--- --- — —J L---- DATE 3'-m" SW24x8 2'-3" 8'-0" 6 I6'-0' 2' 3' 24"x24"GRADE BEAM SW24x8 G.E.TRUSS,BIN scue I/4"=1'-0' W/3-04 TtB DES.3000•AXIAL •3 TIES®12" UxtA DRAFTER FOUNDATION PLAN ROOF FRAMING PLAN JOB SCALE: 1/4"=1'-O" SHEET SCALE: 14"=1'-0" S4 OF SHEETS \ SHEETINDEX \ ARCHITECTURAL v Op CS COVER SHEEf/SIrE PLAW SNIP tn SS MIN.CONSTRUCTION SPEcincATIONS 4) LkT1a x30VERIZON VAULT \ C A-1.0 GARAGE FLOOR PLAN V .•(E)14 X2e S0,CAL EDISON A-2.0 ELEVATIONS In'7 VAULT // STRUCTURAL a S1 STRUCTURAL NOTES r S2 TYPICAL FRAMING DETAILS ••yda o. ld 3MIL MNYL FENCE \ ' S3 FRAMING DETAILS .� t' S4 FOUNDATION/ROOF FRAMING PLAN O eq cd (Q 4'W CONC.SIDEWALK \ 4 BMP LEGEND y "o a EXISTING SINGLE '�v. PDseSs BROW DITCH BERM �B FAMILY RESIDENCES \ ¢ ,' $�, ^� PDS859 , \ DIRECTION OF LOT DRAINAGE —> MATERIALS 8 WASTE MANAGEMENT CONTROL BMPB: FWM-1-1 MATERIAL DELIVERY S STORAGE '.E WM4 SPILL PREVENTION AND CONTROL 7 WM-8 CONCRETE WASTE MANAGEMENT / 5� FVVIVIA51 SOLID WASTE MANAGEMENT , FIRE HYDRANT' . O \\ \ WM$ SANITARY WASTE MANAGEMENT O EXISTING SL ROAD MIN. SC-5 FWM-61 HAZARDOUS WASTE MANAGEMENT k DRIVEWAY 2 F o TO LANDSCAPE �;� 'r ,' TEMPORARY RUNOFF CONTROL BMPs: ' SS-2 PRESERVATION OF EXISTING -�'PEV�`PEV�` AREAS LID3.5 tP \/ ' VEGETATION h �^S�W✓�,�\/ SS$ BONDED OR STABILIZED FIBER MATRIX —M—M— S W \ S$•B , (WINTER) SS-6 7/qr / 36KQ ELECTRICAL S54 HYDROSEEDING(SUMMER) —TSP�^TSP-^ PROPOSED ON TRY r ,8 1WWSFORMER SS 8 / SS$ STRAW OR WOOD MULCH S/W✓ S/W I T 1 / 7 1200SF GARAGE ' / SS-7 I PHYSICAL STABILIZATION(WINTER) —EBM—EBM— 4 LID 3.6 SS-10 ENERGY DISSIPATOR S 6-:17 SILT FENCE O • ,,•/ SC-2 SEDIMENT/DESILTNOBASIN SGS F®ER ROLLB —FR—FR— W,^ EXISTING E STOR SI GLE LID 2.2.5 V I FAMIL SIDE SC$ C-6/ S GRAVEL OR SANDBAGS w N FAiI/� 2027S ,' SC-7 STREET SWEEPING AND VACUUMING W / SC-10 STORM DRAIN INLET PROTECTION V • W T g � TREES(E) 5�' Ns-2 DEWATERINGFILTRATION Dw Dw / FTC-1 I STABILIZED CONSTRUCTION ENTRANCE ® U FTC-2 CONSTRUCTION ROAD STABILIZATION Sy EXISTING SINGLE TC$ ENTRANCE I EXIT TIRE WASH FAMILY RESIDENCES , o� PERMANENT BMPs: ' p0 SD-10 PROTECTION OF CHANNEL BANKS I MANUFACTURED • ' ' ,' SLOPES AND FLAT PAD AREA COVERAGE z , / V `' SD-12 IMPLEMENTATION OF EFFICIENT IRRIGATION SYSTEMS ,' SD•13 STORM DRAIN STENCILING AND POSTING OF SIGNAGE PROPER DESIGN OF TRASH STORAGE AREAS 1�~ , \ EXISTING / SD PROPER DESIGN OF OUTDOOR MATERIAL STORAGE AREAS TREES��O EXIST G / EC-10 OUTLET PROTECTION SH ' / TC-10 UNDERGROUND INFILTRATION TRENCH O W \ •\ ,' LOW IMPACT DEVELOPMENT BMPs: V 1 CONSERVATION OF NATURAL DRAINAGES,WELL DRAINED SOILS AND SIGNIFICANT VEGETATION 01 LID 2.2.2 MINIMIZE DISTURBANCES TO NATURAL DRAINAGES MINIMIZE AND DISCONNECT IMPERVIOUS SURFACES USED ARCy� T AjO ,' LID 22.4 MINIMIZE SOIL COMPACTION A�tCMEC Ana g uj •/ LID 22.5 DRAIN RUNOFF FROM IMPERVIOUS SURFACES TO a C-24178 Y ` / PERVIOUS AREAS REN, 0 � M eg00, \ a� /,'/• LID 3.1 HYDROLOGIC DESIGN �T AP xtiu N , LID 3.2 PERMEABLE PAVEMENT DESIGN OFCA U ROAD DESIGN FOR DEVELOPMENTS , PARKING LOT DESIGN FOR COMMERCIAL PROJECTS \A x, U \ DRIVEWAY,SIDEWALK,AND BIKE PATH DESIGN Q �P' •\ ' LID 3.8 4 78 ENGINEERING SCALE:1'=20'-0' BUILDING DESIGN ' LID 3.7 LANDSCAPING DESIGN 9 KP,r le \P VICINITY MAP OWNER INFORMATION CONTACT INFORMATION PARCEL INFORMATION PROJECT INFORMATION r L _ NAME: RlCherd Paremore NAME: Preston Shields-Shields Contractin APN: 378-140-078-00 EXISTING: = ' 9 EXISTING 2027 SF SINGLE FAMILY RESIDENCE,3BR/2 BA.ON 1.22 AC LOT.EXISITNG 2-CAR OCCUPANCY GROUP: U-1 ' GARAGE LOG, 6-23-14 1 ADDRESS: 15031 Le Gaye Sheet ADDRESS: 3567 Keane Ct. SITE ADDRESS: 150.31 LB Gaye Sheet USE: PRIVATE GARAGE 11 Lake Elsinore PROPOSED: NEW 1200SF FREE STANDING GARAGE,LOFT SEPARATION BETWEEN E(1SITNG GARAGE '' »• `� "•, d CITY: Lake Elsinore CITY: Wildomar CA, 92530 TYPE OF CONSTRUCTION: V_B DRAWING: AND NEW. NEW CONCRETE SLAB,NO GRADING REQUIRED,ADDING 125 AMP ELECTRICAL .!°•• *�� .y 1 ..» "4+,,, STATE: CA. STATE: CA. PANEL. STORIES: t-STORY `•+.,o „ SPRINKLERS: NO ZIP: 92530 ZIP: 82595 I CE TIFY THAT I HAVE READ ALL ZONING REGULATIONS AND BEST SOUTHERN CALIFORNIA EDISON: 800-6554555 \ n'• • - MANAGE PRACTICES(BMPs)NOTES AND THAT AM THE DESIGNER SOUTHERN CALIFORNIA GAS: 877-238-0082 BUILDING HEIGHT: 15'$" T' e�. `•w, �`', PHONE: 714-334-1721 PHONE: 951-970-9096 OF THEM ED PROJECT: SHEET NUMBER z EVMWD:31315 CHANEY ST.LAKE ELSINORE,CA.92530 951-674-3148 in my PROPOSED BUILDING AREA: 1,200 SF -=j W 1 ✓ ,� FAX; State Contragors License:#947064 �� 0 @ .,.y r ``,• ."`� r° Ap 4.' `". �` TOTAL BUILDING AREA: 3627 SF '1 3, EMAIL: preston@Shieldsconhacting.com EMAIL: preston@shieldscontracting.com � r d DESIGNER SIGNATURE REQUIRED DATE TOTAL BUILDING('OVERAGE: 8.8% C:\Autocad\Autocad DWG\Lake Ellsinore\Preston residence\cs.dwg 6-24-14 08:16:02 AM GSeword l __ _ ___ X oft a Drilling end nolching of top pas.When ppNgortlucNwoMls paced In orperiyNanexietlw ws➢or hlenorloadbeeMgw°4 47.Flrebmcldng materials.Exceptesoglelvw specified in items E.48end E.49 Arebloddng shag mrelstofthe gnawig mares With the 6. Operation and Fra(merwecemanual.Riwb Anal Inspector,a hisnual,=Paddiec,xebbased reference,wdheraaeplaNe made pia/ A wtuchlydudae a➢offlea halo+irg she➢be.placed in Ale huidng(�Gnear .i): r� nmessisOeg cWong,drWhg,ornokhhg afthatopplele bymare than 5D%oHd width,a galvenhed memltle not less ton 0.0544nchth Imegdly maiNalred(CRGR30211.1): a, nrectla,toomeroracaujpantlhatmanted shag remain WththeloddngAlrmghadlhe No tyre oftMetudure. and 1-12ibehasWdo shall be fasten ad acres End to the plate at each sale of the opening with ndlessNan810d nags having Tvvihidhvlessea atone irldl noMnel hanherNilh dokenlepjdnls h. Operation arid maNmname Nsbudbrefor tlle fdlatirg: M 1. ApplwblecodeaMpgedsshallempywth iha20'ijCaelone Buddrg LobeadbrCd9ants ldvder�Cade'201r3.;aftns thew that-12 Nchwdeach sldeor egW'slmt The mateltlemusleMerhd mWmum 6NUwpotthe opanlrg.(CRC R602.6.1) 1. Equi mend appliances,Inducing watersawag device aarbeystems,WAC system,watw4uratrgsystema and dlarderjor V B"idfngSlandadsCddy 2013Ca'AondsEforoba'Codq 2013 Ca2anisMmtXsldCoal 2013Ce'LanieRun"Cc^2013Ca17n11a sen9 c. One thidvresaof23t324nd1+wodswaural panel with joints backed by 23G2-Indhwood structural panel Pme appliances and equpmenl 0 14 (ie Cora,201:dCd/mla AraH'rgEn-go,EfidamySfaduds,arid as CounyofSan DiegoemendmeNa 9. CrippI-Its.F..dd.a dpplewa➢ssh°➢b.b..dof",..It..Lnsbmthwth.,Wddmgabow.Cdpplomllsmomthm4fedin d. OrleWdmessof3l44nch patAdeboardwAhjolNs(racked by y44nch paddehoeN 2 Rmferdyarddr°kege,IrrlucirggLdm and dwmsPaAa • he Pp have surds aced es requbed form additional story.Cdpplo wage with duct height less than 14 Inches shag be sheathed m at e. 124.h gypsun based 3. Spam mndtioning systems,krludrg mnidereers and air Mers. lesstone sure wihawnod shuchual panel(astenetlmhotlmamP endboAom Plates N accordance wiN Table R602.3(i),or the cdppie walls f- 8�abb�'�Sed mrera�glass tbarofolherapproved malevab installed in such a manneraa b be rd secured retained lnpam. 0. IaMscapelrtigatmayslerre. g, pectrical,Plumbing,andhb°hanlml shag be constructed ofsoM blocking.Crpplewageshag be supported m corNnuous fomdetlore.(CRC R6028) g• Be(s ablaNma ofnireral or glass Bow a other approved notrdydmaterials she➢be pemtlAed flxcarydsncew on the 10fml InU. Water him system. r. e; local 1. Extedorlightlng.AllproJecashelmmply wshtlteCmny of'Rw35e;Qdightng ordnance. tD.Wallhreotng.BulfdN9e shallbe hmcetlN attomancewdh the method.agaAretl per CRC Rfi02.102,CRC f1602.10R.andlorCRC NAm telflredaidr9lnwEdismrulydWLWirgparetlelrowsoistWsasWgeredSWds.Unfacedflberglass hasireuatim wed as e. In tlo�fixn ity,hater,andw4sle recovery,prondere°nmalhodemWMerraduce resource mreunptloR Including recycle Rfi02.105. lreblcddng Shalt All the allies rawasedtm aline WWI cavity to e amimlan heighlof 16lmhes measured veNaOI-When plping, Wag a 2 GFCI outlets.Ground FoutardiftimenuPler(GFCpaulbb are requred in wormans,atktchen mislledeps,atlawidry and wetbarslnks, corder,admotbe ed➢asaareemounlewi pecticuatesahall th padeedtl narmaundndedfi Wdate laanoest llearn d Publicha imt dW.nthrmry*,W-h➢om avNledeln tie area. i T Ingmages,in anovepaces,in urNNshed basements,and oWdame.(CEC 210.8) it.Braced wall llnespaclng.Spacing beRveenbr°ced wag Urea shag notexceed 25 feetoreilmmate provamnsofCHO FIGM-10.1.5. matadai shall nplace and towed horeWmkuNese ndhotgltylesledin the famand nanrerimEntletlAx reemd.yansbategs aaliyto e. wetoalalain th relative laihe pmidve llveds sot ourgeriorrelatve humiciy hehvean 3080 percenlandwlml ymthod.anamrpent may V 6 mmaln inpaw antltoretartl is spread offim and Mtgaws. ummmainlain Ware rmnseNdy lend In shotIre. a G InimnatlmabeWvesrcrosewing landscape and lNgatlm design and mnbogemwhkhmrserve warn. O, N3. AFCl mute..Beammelecbiml tlmum rater be protected by Am Fault lNenuple.(AFCI).(CEC 210.12) 12.Show wail mmulathm length.The cumulative length of shear wags wdhin Each braced wag It.shelf meet In@ protim of CRC Table .1 R602.10.12(1)axwknd lmda and CRC Table FW2.f0.12(2)for mimic lmda.(CHO R6D2.101.2) 48. Flrebloapp at mtedEgs aoundvena,pws,duds,cables,andwi.cfmmb fan.(toalev2.Such opeNngsahallbeoredodmtl h.g. Iretructas mrmaiinedrggutleuenddovmsnewere arid the lmng,tenceddverhigdto water atleasnting.ewiYAanNathe bultm. r 2 with an approved maledalto redathafree passage otAartia and productsofmmsatlan.(CRC R302.11) h. Infamatlmmrequred roufireergy,anencemimprograma ilbdnotlmad b,ceuNng,palrNn9.9redrgermnd the hwldng,em. 1' 7 4. Hlghaflkacyfighting.FGghegmry kerinal2sshal meetthe'drag and fixtum requremosofCat(omle BitdngEreegy FJfiderwy t AcopyInformin ofa about iastate sdarerergYardlncegNadbythre lmdrde. 0 pp Standards 160(k). 13.Shear wall spacing.Shaw wage shag be located hot From than mad on center.(CRC R60210.1.4) 49. Fimblocift of chimneys and fireplaces.Allspeces between chimneys and Aoas and ce114gslhmughwtYch cFYmneye pass shall he J. AmPY ofal special uxslaectlmvedrimfinofmmh nicaleallonerdduncy or oat. n U aware aachm hweslee n ems 6. Smokedetsetorsln building models detectors ere requiredlnwch axlaNg sleeping man, pa 0 - 14.Sheerwall offset Shearwatls maybe ogewouratplan not mom 4%oil=the desgnated bread wag and ndmanshan 8feet orehdea�derdesall pasdmbwlblemabapecuumlytf strips oftheat a metal astamdllnoe.Te greN led orghtgosspars betweethineeysandtld djustsl beam, 7. Covering of duct ol>mings and pro@ctlonofinechanlmlequlpmemdudngamstructlon.Atthetrre oimughiretallatonarduing0 ution T InlhalnpmdasVdnTydsaeplrg eooers,antlon Each day da Olmong Inducing basement.Bateryopereaddelederaseaaepa from any otherolhetwait coruldered pad ofhe acme braced wagIns.(CHO R602.10.1.4) storage on Um caretructlmste and unto final staN�ofhe heating eM thar thods accepant,all table theennd erdriga meytoall reduce In existing areas with mcorisaudion taking Place end In alterations rat mauling In removal of inledawell arceilirg fiNshas ardwlthoW chimney.(CRCRIOD3.19) canperanloperingsshall be mveretlwith law,plastic,shawrieW adhernretivds emeptehlem ha erdordng agencyto reduce the E access via onatic,OhM space,or wsement(CHIC R314.3.1) is.shearwall rotation.Smarwmlissheg be located.the ends ofeach bmeadmilllne ormewthe allem°Ie p-1.1 10RCR80210.1.4. 50 Dratstoppng.lnmmbm➢be mnstrudlmwhere there is mblespc bdhabrn eMbeImthemnceasd.peceofalmicaging annumddtsl ordabrls vviidh mat cdledintrastate..(CALGreen4.5D4.1) T assembly,dibble shall be Insider so hatthe area of Are cenmwled spew does not exceed 1000 square feel DrafteloppngshalldMda UIn s. Carbon mandeddedatedors In building remodels.Cadwnmomtltledatpclasammquimdousldaeach mpema sleeping sew lnhe 16.Individual show length.Shear wells shalmwtmNgnum angth requirements of CRC R602.10.3. the mrxm act spew Into epproximattely equal areas.Whwa the assembly is anciceed by a floor membrane above and a ceiling members, B. PrlhesNes,swlana,winks,panne,end matlngspolutmteontrd.Ad»alias(Inducing mrpelediesNeal.sealants,mules,wiNs, tzzT immediatavidndyarasepng emms and at sachsmry of dwelling inducing basemens.BateryopemaddetaclorsamaoceptatAem below,dmfletopping shall be WwWedlnfloorkelWg assembles urmerthefdJowing dreumsanew(CRC R30212): anAmatngeshag campy v6shVOC tails pwCALGmm 4.W4.2 VeAAmtmdmmph r shagbepewidedattlwmquatoftheenfordng U exletngams,with demarmedonlaldrg paw and in ateretlom Mresultng In removal ofiritedorwall acellag fiNshas andwithon acsss 17.Cdpplewmlbmcing.Crlppawagssholbabmcedpw CRCR602.10.9. a, Cdtngsswpend°dunderhagmrfmrrgrg agency.(CPLGreen 4.5042) . rm 0 via an add.arawl spew,eirbasemanl(CHO R3152) bon d°mledmembes 33�' (LY 1B.6hearvsll anddlaphregmnelltng.All sheer wags.mofdlaphregms,andAmrtllaphragms shall bana➢edlo suppodng c°nsWatmper b. Flmrfrarcdr9umnshucadWsussbpe opeiwle Pe 9. Carpetsyslems.Allwryelinste➢edin the budng le+Wdorehagewettie tasting and pmdudregWremens atom ofths follotirg(GLGeeen 7. WaarMatarselsmlesfnpping.Mnlmum Nro 3l44nchhy 24gauga saaw required around water txmars wihl/4lnchby3lmhlegbds CRC Table R6D2.3(1).(CRC R604.3) 51. OmtsmPPing mega to 0raftstappingshaltndbe less than 124mhgypsum boast 3l31nchwoedshlaaaelwmils,orotherappoved 4.5o4.3): 1 � atscheddrectlym AaMng.Shdpeshalbeel PDMvMnuppertNtdandbmrthrdofmterhealerwrbcakdrmmiom(CPC50B2) a. Caryeland Rug Inmate LdioHalthswn Pragmm(allcerp.l.drgnmmtmesp.ms mOl35Doftlhs program). 0 tx U � 19.shearwalijolms.AgvadkaJobYabnshearwalaheabftoallawwovar,mdbeaslenad m,common surds.HorlzomalJolna In shear bugdngofia'al.Theinteg�rty ofdmlatops shall be maintained.(RCCRR30 oraerurg memhersurkssdherwfea approved by b NSFIANSI ie Dapeatthe Gold WeHealth Slend.rd Fmctlm mrihe.songdVOCe(speGfica1m 01350). 0 „ & Gwapplmmsingemgea.Waler Marrs arid Metnglmdirg equpmeNwpaNadgnitngflammablevapas shag be Placed wage shag occur over,and be resortedt°,-I-I-l-124ncMhkkblocking.(CRC R602.10.8) a NSFndoCa40dha System. Mnkmtan184mhNghpatmnuri sslatngmpwlnumberpmvidedshmMngig0aw-,4stantappienw.(CPC50&14(1)aWCMC307.1) d. SdentficCertiAca➢o.'vs Sysamsindoor AdwargagaTM God bdlards or 20.Framing over openings.Hmadaaearin mile or wssw ofadequall 234.3.2) ansarlwtlsmvedcalmmmbars andlbe provided Over 52'other heal-prodmlng dewcesm.(CRC R3C0�2.19)de 6uulatlmshall be sawmletl rt'iNmtan 3lmhes hamr�wdlurtinalres,anmd°m.enrl 10.Resillent flooring systems,At label50 petcentdgu#carama receiving reagaN taming shall mmpywon heVOC eMssbnfimis dalred E i� U 9. Impact prolecllm ofappliances.Waterheaters and heatnglomking egjpmad suhjadto velucuarimpadshagbeprotected by windowrand dew openings In loatlbeedngwags and partltlons.(CeC 2304.3.2) an equNalentmosure.(CPC 508.14(2)mdCMC 307.1) in are Cdlahaalivaforiigh Padmnenm Schoch(CHPS)Lowemttrg Mandel List or wrafied undarOm Rea➢ersFborCowering Iretlue _ 21.Joists under bearing perctctnees.Joists underpandelbeaMg partitions shelf be ofadequas site bsupportthe mad.Double Ides,steed (RFC4)FI=Smmpmgrem(CALGmen4.504.4) 10.Warr demet clearance.Mnlmum 304nchidw by 244mhdwp Geemrice requiredafioNofveardosea,(CPC407.6) edequdeysupportthelaatl,thdare eepamledtownnftthelnsslatbnofplpinga wnashallbeWgdepthsolldbmckedwllhmhMum2- P. General Materiel 5pal5wtlons ]y tuhmmNdlumbethe loa,aatwe separate mcanker.Bea"pedtlonswryendkuarmlolsm shagnotba oftaetfmm supporting 11. Cohn or products.Flardw°d*WOW,particleboard end medium derelty Aberhmrd mmpaJs woad Woduds used on 0ia U 11.Wamrdosat elficlenoy.Pllwaardosea shall tse meigmum l.6galloes average wrflush.(CPC4022) gWem.ms,or pamtons more than the later depth urges wcnJoss ere ofaumcadsinto carry the edditlonallwd.(CRC R802.4) 1, Wmhes andolss,mshagbeam.,and eDouglnchesm4-0 or so bether. shag be No.2 grade n Douglas FV-Leme or studlrade Dooss End beems irMdooexledwafthe biildNg shatl meatthe reqummena mrlameldahyds esewdlledm ARB'e PlrToxim Gambol Measure for B inches andhtwrsheghe No.tgmtle Omegas Fin-Lerch or betler.SWtls nomom thm8aag long be No. sail Douglas Dr-Lam n-Larth Cwmpw➢a Wood Verifimom ofmmpllmce shag be provided w requssadby theanbning agency.(C4LGreen4.504.5) e��r,,,, Mienteshat have mWmanamaof1024 squarslnchas epdbeablebenmmPassa 361rchdiame+erode. 22.Jose above wbelowshear walls.WhemJdsa are pagentllculerm a shearwallabove or below,a ran loot bandjelet orblocking shall be orwwr whmeupwrting mtmore than me A°a,mo(and all Studs lmgerthan 8feet shag Na.2 grade Oouglo Fa-I.aech wbeter. 1�j 12.Shower acre Shewercanpe .o idedalmgiheenth.1. lhatheshearwag.Who.Joists are parallel to a shearwas above a below.a don joist,endjolst or other 12 MolsWrecontentof bulding mdulals.Bulking maledala wthvidl$edgredwalet dMoiskmm-kdahalbeed WainoDni tanm r9 Shover dears shall haweaygnimum 224mhumbehueledwitlth.(CPC411.6 and CPC 411.7) pamgeifradng awl be prorAtleddhelly above and/orbebwthe,shearwag.Whereapamtalfmmhgmembereanndbelmateddlmdy 2 Concrete.Concrete sheohaveamWmum compressive strength of2,500 Pal at 28 days and shag cw.istdl padcement3peds wnd,4 shalwtbeendwMwhenthebamingmembemexceedl9percemnldctua mriem frldsbre mrMnlshelfbeveiAwinmrry➢once with U 13.Fireplace appliances.Fireplaces with gas appanws are required have the flw damper pennanenty fixed In the awn pceitlm End above minor below the shearwall.W➢depth bkocking at 164nch spacing shag be provided between paregelAxming members pang l4nch madmum.oe rock end not than 7-12gauwu olwelerwrsack of cement. R4022) rite ldlotd (=teitshallb ciat fireplaces vnhlPGappllancesemtohavem pC or'sanp canfiguatlons.(CMC 303.7.1) skmoftheshearwal.(CRCR602.10.6) a. Moistue mnsMs shag b teen eta w(thesiere 4 foloyw ormrsadaW pedandroman• 3. bidder.Molar used mnswNm dmasonryaegs,emdaOm walla,and mfdning vets andlcmfam bASTMC270 antl andlconablof b MdagmreBdpgsShagbeakanatepdshalbeb4arreclonwigadeasnpMenddwch plembbeverified e olearanw.NfiNmum 2-1ml chimney clearance required above bidding within 104mt horizontally ofdflmrey.Th.demney shelf 23.Ffoormamswr bearing.The ends ofaach Awrloat beam,a gWashall have mNMum 1-12Inches dbearing mm-d ormetaland l pad podiand cement 2-1Al to 3 pace ward,and 1/4 to 12 pod hydrated gma.(CBC2103.8) a Allswtthreerendanmdsummiscli shall be.perbmiedmvm0 endflmrfrerNng with dowmeNeom acceplademfhe enmddng �!p 1 14.Cheimneynd iNmum3ael above NgtreslpdnlwherecFdmney pessesWohgh rod.(CRC R1W3.9) mInlmum 3Nchoofbeadngonmwmryortarhaea excepvvihere supported one l4nchby34nch ribbon ship and nailed adjoining Provided slate tlmedewmwalbendasactmws0 ar41Aoaamdng. sutln=3blcseofbea eWJosthangem.(CRCR502.8) 4. Grout GmutshagconfamtoASTMC476endshagconsalofi Pad pwtlantl am ant, padhytlreled gma,2-Y.m3pada send,antllm ins None'podmswldch wevistywet above high ndsmre orders shill be replaced ordlaedbdry pnormerrJwvelnv20aAoor 2 pedsgrevel.Grad shag attain a minimum compressive saength of2,ODO psi at28 days. 2103.12) cavities.WetappedhsualmpmdmashalblmftmanuschnrVdrylrgmm rdatlas Pdmtoendwum. ti 24.Floorledst lap.Flwrjcab framing opposite aklwoverabowing supponehallop mhMum 3lnches andshall be naiad t°geth.-Uhn C. ASHRAEB22-2007Mechantwl VemOatmllndmrAirOwliy minimum 310tl face nals.Awo°tl ormetal apllcewlth saenglfiequalmargreaarhanthal povldedby thespsperrited.(CRC 5, Masonry Masonry units shag cumpyvAthASTMC 90forloa"esring mneratemesmryuNa.(CBC 2103.1) 13.Whole house exhaustion opening%Mole house exhaust are shall haveinauleledloweesacoveawhididwe when the fanaoR. 1. Trasferair.VenblalwalrshallbepraAdaddmdykom AieouW=ardnokwbaresrairbomadjamntdwellinguhlWorotharspam, R602.6.1) Hearing anda-ahaghahingsy tam claua.Hmgng R4r.cmiO Nsystem suchogarages,unmriditimedcrewlepecee,ahncandgared aace. & Reinforcing reel ReNforcing sled used Ncarsauctlon ofmNamed mamnryorcmcnes slmcures shall mdcompywih 25.likerjolst4aglydwsupport.Peorlolsa framing htlo the side of a modgadershallba supponradby approved taming ancham or on ledge, ASTM A 6%(CBC 2103,13) 14. Reacted and atconddmlngsyaemtleagn Hwgngmdalr-mridtoning eyeleena shellbeslzeQ designed,arid have helregWprreN Q 2 InsWctlorts and labellne Venaletlmsystem mrltrdsahellbelebeled andthe bane oveerahallbepavided with irshuctlore ontnwto eNw mNmum mammal 2 Inches by Inches. R602.6.2) selected gang the ldmwing rnathals(CALC"een 4.5072): I(j raethae tam. 7. SbucWlal steel Seel used as stactural shapes such as wide4lange sections, 0elas.and anglwshallcanddywihASTMA36. a Thehwtim.ndt.atgadn Lawab#shoda=ddr4itoACCAMmunIJ,ASHRAEhentlb.ol.,adMregLivalentdedgnsoaverea qce system. 26.Floarjolst aarel res0mlra.Fbwldsa shag be.supported latemgyatends and each lnt."whae suppodbymNMum 24nch full-depth Plwmlumnssh.11c..pywINASTMA53.St.cWralbilassh.lc-pywAhASTMA600,Gads B. methods. 3. Comhuwon and solldfuel bumingapplimwa CAmbnaton appiaassshallbeprowdy vent and airsysamssMgbedesignedm blwkNg,byawchmmlbW6depth heatler,mntlJolst wrMloatmenadjoNingaad.orshNlboothepMnpmvldedWhlatemlauppodm b. Dud.y.ter-amebedawwdNdbACCAMManua1 D,ASHRAE iiarrHboolm,ordha equvelanalwarsormthearmshods. Comb beck and lling. pmveng byattachmetto M15) 8. Fasteners forpmservativEfiwedwoodFasanemfix preservaWo-aeelad antl(ueieteedant4reated wood shegbe afhotdlppetlzlnc- a Select heating and coding egWpltenlecoming bAOCAM Mahler!Saodar equieleNdaslgnsoMere or melFads. coated galventmd steel,sslNess steel,sgkon bronze,acopper.(CRC R317.3.1) O Q s.The wag and N between omupabie spaces and sm gAamge shag be...ed.HVACsy.tw-thatindudaaa Mrdleaa 27.FloorJalst bridging.Fbwloka Exceeding nomhal 2 Inches by l2lnchss shag be supportedlalemgyby sotdblocking,d.gmalbddgkng Except!n:Pa n Pawnees other than toots T.ebfi Max.ani FA.RNE0.acxcauEa F.a elxueNMLNerAEERa nnrr 4 Garage openings Except! Faslarem oherthan rah mtltnberMea maybe olmechaNce➢y depoadedxlnccwletlateelwtlh coating weights , spwnxa of FEsnxaas l4 return dmalmatw ingarado shall have mtal alrlwkegedmmaa than6k otmsl an tlawvfien measured et 0.l in.w.c.using Calihxnla (wmtlwmaal),aeconiNums l4wh-0y3mch ship nalletl acrossthe betlam olldsts perpentllcWarmJdsa amaxtnum 8•foolNarvaa. arcoidance WhhASTMB695,CIa5s55minlmum - xuaessAxo.�of in+,gnu , r ,M Q Tale 24aeghdwalena. (GRCR502.7.1) nee oeacwPnox opau.uo Euuaxmm FAerzxea•'° ePAcwo orFAerzxemr oE'...aF W`-.. shallm provided withafilarhavirgarrlNmum P P ea+wpew..I_. •mr1 ,uw1. nu seep •o.ha1 min euiiu.. ..c xoxor FAsi .E•• Mary 11,me• kn �t(l 6. Minimum filtration.a4eclrelid system suppling eirt000cupable spew Oroigh dmMak p 28. Framing offfmr openings.OwningslnA°°rfiening shall ire Aamedwth a lwaderand Nmmarldsa.Whenthe Madarjddspendow 9. Fastmers for fireresrdantbmtedwood.Fasanerslwer weal, eaeirs,""copper. ore pticetlonsarwsM ordem locations arvrm pea•,«n ova rn°re roannrr;�iernmamr ran w e,en.m..aNu mxr V� MinimuyffMERVSwbeanic rmlamed4faet lM headerjost may be a single memberthasame size wthe finsidst Singleldmnerjoaameybetsedmwrrya Ehedbedhotdippedzlncc..tlgel.nttdmal,saNlass slee6 sltoon bronm,acopwr(CRC R317.3.3) ; oaropsarWur.i°,w lu W01 sap}r+r+ul ,"„oi u.,a+tp7nYii„enrrwaa r +s _1 Q Nrgle Medarldstbmted WtNn3feetofthebi n joslbeadng.When ha headerjoisl span exmeds4 feet theNmmerldsa and Mader °:nnew•i°rwnu°uN°r a0 'h`�Ir m,m p'e••aullnm°ut �`r .R 6. Alrknles.AirlNece(ndexhaiapshatl beleceledeway from krpxli mi 10 naMnaMs. Jdstehag bedoWied and ofsufirenlvwssectlonmsuppaltieflmrJost buying ledo the header.Appraw hengereshetlbe usedtor0m . cuNrx un.ewnu«Pu••mrwa a.pa•v.p ]-tpep•+sued nmmp••allxynar"Yn"r,wml a uF U header4dsl4o4dmma-Iasi mnnectiors when tlm headerjdd span exceeds 6feet Tailjoisaaerl2fmtlmgsMllbewpp.tedaltM G. Roofing and Weatherproofing n.E.t1a6lum a+rau•aasl s+ 4'N+r �mmmmrxv]••nunnru°m 7. Airmovingaquipnent Airmmirg equpmentusetlto meet e➢hertMwhola-bu➢deg vendagon reqummentor the bealverrhatlm exhaust headerby Naming encliom ofmledgefsape MNman2inchw by2inosE.(CRCR502.10) rarmaa.axr'«ns man: 11 rarer-r wr-nwp4•.a'111 - a 1? tr�F� a pew .-p1w-..,.I lawmr.nR•atxr)w« a 1] � I requiremeNshallbemledlnamsofaabov and sand. 1. Roarcovering.Allrmf 2108 ehalfminsaged pareppgmble requremenaolCBC 1507.RoofcaveringsshagbealesstGassAraadin sta p'K•p.1]rl 1wr 14r l - 1) a All commucsly Operating fare shag berated al a maxmunefl.0 ems. 25.Girders.Godes mrshgleetory consherNon vorderssuppoing bad.gran a dings flmrmell mlbe less that inches by B Inches fa amonfance wih ASTME108a UL790,whichahaglndude coveringadalaa,tlaywmmresrmfole,exposed roofdeck browwrapper u•n. .a+R•aal9aapm.a • b. IrsemNtenlyoperatedwhokbutdrg verelaomare shallwrated alamaxMumofi0sore. apere8aelaless,proid.dthatgimare am spaced notlmrethm8aamwNer.When girders shag mrksgnedtosuppertlhe leads sNnglesaehaes.(comb Buldng Code 92.1.1505.1) . .0_'F awe .rp•.a.1a1 s « . T/� 1I0q a INemimrsyoperetedlocelexhamtamshallbemledatmaxlmumof3.Owm. of "I"Ed In the CBC.Girder endjoiNwshalloccurmarsuppws.Whena girder s�celaosra support an adequate to shall be pmvlded vumpn.ua.".pav-ar'a•.wvu 1ap'h••.."a) m.Y-.•.... Y.11- b;wuawa., mt4reo-vrr a a V1r 1 r, d Remofalylowadair-rcewing equipment(mmnad mis'deWMMabe apems)need hot meet sound requirements tat least 4 reel Thaerid.d beam orgi supported mmeanly axcandate shagnothavelaw Ulan 3 inches ofbearing.(CBC2308.-f) 2 Roofflashing.Flashing shag be iMhged elwa➢aM rodirleseadme,aigutees,vAlereverthemaechan9e In ro°fslaw ordractm,and nnFauu.r.u.wrr 1rp's••p.vai umr.•n ua• 11 lean°".EwErol'cwntlap,leas,l'rremp or v Remotely ovingekagrill, around real owning..Where Fairing is ofineal,the meal shag be camsior- lsadwihaWcknessofnotlesshan0.019hdt(No.28 p cc«Iaww......,aw - v.11"I I.I.W.r+."' Yraa,-u+n,mmm�n4;w..n and 30.Ridges,hips,and valleys.pagers shag be owned to a ridge bwrdwtoeadi otherwilh a gmwt plate as a to Ridge beans shag be gel-teed most).(CRC R90321) n owN.YULwn- leap•-nil.1112r) .r,o..a x . . i•o.aa wp.leaa.l'e'r-a a e ), dnimum l-NM remirW hiclasss end not less in depththan the cdend of tie mow.At all valley end Npe,them shall be.vallay a Np roger 12 awbi.tWgl'!!"e to p•.pAa1 xx'.v aab«rar"anm Q wlless tlhan2-Inchn.kdt Ndkn-s tdwtass NdepOiamn NacutendoftamAa.lip and valley rages shall be supported athe ridge 3. Crickets and societies.Acdcketa s^ddeshal be lresged m the ridge side of"chimneyapemaatonmaetMn30irdheswfie es a nuv..i...... .arn'ieu. .1.0-N an - 3e Nu�,nV t�A Te w, nYC wpMaa+ni«w,1'4'i"w 1T 1 1 _^ E D. Foundation and Underfloor by a brawn a heading perifim abe wzIgredmmry and dsbibute thespedAcded sthatpeim Where the rmfpitch is ass than 3:12 armale redperyenciaAartathedope.Wdmtormcklecovedng$hWlbashwtmealwguaarrumatedakaslhermfmwedng.(CRC 11 •"• alow(25%Omdait),aWmrml memmmhelstppori reAemend ratings joists, ea ridges,Nps,endvageya,sholbedeslgnedw R903.22) w.A..lda«_'.o nN 1NpM•a.ta'1 1r..a sn +inuHnd A;axrm¢7"Wr«-faro mga,.N pa+n¢•a,lrrw Ira' ^ 1 . � 1. FoundaSm ral-or l Canonuos fortrgsand biemvralsdrelf beprm4ded WhamlNmumimlongfrand No.4bem,aiealihe top beans.(CRC R8023) 1e sY.pa,wlaN«emameaba«.aup-a. 1lrpwt.alar) te•..I n- andmeatthebo➢omofhef°°tlng, sae rxY«oau7 pnet;•anrlwrrw �e u O N 4. WasrawlsWa barria.AygNmumdonelayerofNo.l5 eepsl[fetshallbeatladmdtosWdsorsheaWng Ball exlediorwalls.Smh adw 1. wamax.q.u,a.w m °a era pK•a1.nn 1 O T q1 wrwda ehatl toes city contlnueus aundatlas.(CI�R802.10.7.1) 31.Ceilingjaistwd mterconnectlons.Cedrigjdeteand reflem shall be ranked to each other pwCRC Table HIM5.1(9),andthe rafarshall maarial she%be applied hed[msgy,WAh the upperlayerlapped overlie lower layerdnkmum 2 Inches.Whamjohaomur,kltshag be. .lrpyt NM1 to V 2 SheawWlfound.donsupporLSh uPPaa be nailed to the welltop pate per CRCTable RB02 1).CaUng lots shag be continuous ors°wrelyJoiredpa CRC Table R8025.1(9) 1 1.a.rw.pm..wa z1"pa•a1ar1 /4n1•u ns"°°"°mulci'V.1.'.iiciraarx' 3( lapped MNmumBimhes.The eftshelmmntlnmimbthe lopdwalls ardemdnateddperehatlons and huticing appendages 3. Concrete slamangrade.Slawongmda shagbertNNmum 3124ndhw ihldc(CRC R50B.1) whemlMymwtmerkrdedapedlbreandemra➢ tDadjacenlmflembpovideacantlninustleacm dv si➢&idv+hensuchpisa are mmnermmahsinamather-mssanta#edumlemelope.(CRCR703.2) a 1.10.1'..u«m".«°m",.«wnL wnu x.1p°p••auel lormmonR•aunur°err 11 Parallel toranars.Wwre calling Ere retmnnededtoone msers al the wag top oats, connected higher in Um aticshelf be Installed zre p'n••M1rl p P+:-+`A• a«ram.ap'a•.o,+ml" r_, asmftertss,or raf.,gas shag be insagedm provide a cm m,Ow,be.VV..ceWngjoissemnolwrddt..Rem,mfteri..h.lbe 5. Walt flashing.Approved p ay ren«e...nwewq.iLww v W Va rmW&r.A6" yeWemaraPpowedwpamtu&rWthjdnslapwdrrdri m6lr4hwshatbepWWbabwenac°mms ireslatl.RaBertes shall be MNmlm2imise by4irc7iesnambal,Instated pwCRC Tads R802.5.1(9),aearmartons ofequivalent s:lonosb WWlk nbdldrigshall hefmMng pngnts(alCR703.ving locations to eveed en ofwalerinm ^ x"•P"•++rs utvr+i=sa.mnrnw sv.°m"rmp"ne,r•aarrmc+w•em.ura 4 po Pr them mvityalxlrahatlonofvrasrmgm bWldng shucWralfiaming comPorence(CRC R703.ek ,n-Eupu.«nb.Nuaw- 3°py0.ua1 F01 slabangreda antl the bane wuseasuhgmde.(CRC508.23) cepedtw shalfbe Provided.Vvhare ceilIngsjoisceamAer ties are;;�provided,the ridge by base rafters shag by a. E#edordoaandvArclawowriegs,exlencing to he surface Nlhe adeda wel ANsh ormhe wsamealstve bards subsequent x.up..t+n. .mmNsaNrox a«"amm.w.nur e..quA.•ar,u..aa.p.- Installed. n*roma re uunrw �� N m + . Ap-mwrm°..n.nrw mumm roriY°+ongnu.nwa°°wnruunwmY"ua+axm rs°°F«mm«u drainage a1 1'.n•Yxanspr-w.«-aw... :aii.iv Ant nwwY.ma-w.m+awr iarmmruap"e"nommm,-p+mrawurvama..«nra:mu«+.. t I. Anchor bd5and sills.Foundation plalesasts shallbebrledoranchoredm Om mmwfimorfmndatlonw'ail perthefcllowlng(CRC erengimerdeslpned girder(CRC RB@.3.1) b. AtthelNemedmdcNmreys orwmr maraud mreNx:tonwilh frame orsuccawess.wain projectig➢ps an both sides ureterslmm Fieiga14' new.. +ep-.,w.-p"w.mnm.mu.ure-gLm,wn.mnawn. R403.1.8 end CRC RBO211): 32 Cellinglnsts lapped Ends cfdgngJoss shall be lapped nmgmun 3 inches overhearing pattlanearbearts andtmnatledtothe a'e1p °'11a1 "a"a Wex..t•.e••n..... n.+nnp.".ew 1•YNu Pn• arrw.varm.,.-wm°era..-,".n".rpm•nnna.--"xmaar-Eero Q a. MN mum 124mhdame QI lerstwlbdb beading element WnsreceNngloiaa poideewisanceto rafter lapped be.nailed together per CHIC Table R602.3(1)and a Uridawdalgns arid.dmesonry,wood,orrtmalmpings endaga aF«.a«-a°roe>enwsrsnao,n,unnra.erorYarnnn. 0, a Bdlaemmddedetlwst7lndmsirsommmleormasmry butletljd4a shall hated tagetlrerinemamertoresid euchliwsl(CRC R8023.2) d. Continuously above all projectngwood him a Yarrw«.w.nw.0 seep 'attar sap«n°anwnnmrwwwnimua°wrr°uu.nna,/mmxm. M ty a. Bdto space=wham 0.elm roman a Where exterior patches, or stem attach m a well orkor assembly ofwcod-tame mnstmtlon r•e•wbn..r«r.-r ..0w.m.r.1 . d MNmumtwo bola wrplateldll pace vih ore tdllowad rtreNmum l2Ndres mdrNNmum7 hotdamesrs flan eachend ofwch y cdlartles Cdlaroes ordicgesaawto res'lwird upiftehellbemnnecied In the upwrthlmdihe aNcsww.Cdlertlesshall tea minimum f. Atwell and mofinterearyas x, ..«xww.m.nu au"•14r xF«,.pea nanny�""may-•u�ara„ma«oea.c a°«mmsaptrs••nrmi^Yamm"a+u mru nimpe+.r° O PW sill pletwoom, lindiM4inchw noMnal end spaced almaximon4eeton ceNer.(CRC R8023.1) g, AI buIlNn gutters ore r.arvrrpn«pwevbinawa m<.-e .1r pv.atul N-}Olrl"r..M1m100rim "1i0nr"nnrMunwahNe+hmlmnp•OY.n°nerLlmnmNnFaNN+mm v1 e. NBnimum3imh b/34rdeIry02997nrhsad pate washer between dlland nut mEach bit 34 .Purline.Purm Installed to red=he span dmgemshag be sled notleaslMnthe required size oftla mAersthay suppoM1 Pui6mshellhe ]a rami1•'brpq•r,ia...1_.wreu.n•url at1/r•ollsl .a pt>,.pa,.nMna-.k»+m+a.wtlfm ,m I."nee"rocvamarAua^uu+i"�wawm.,"-,., •".0 kn 3 continuous andeha➢besupporied by 24atHby-0by mrNnalbmms htsalledbbeering walls aka MNmum45degrw slow torn & Damppmfing.Damppmfing malaise mrfomdafionwelaentloaln9 usable spew belowgmdeshagbeireslledmthe eMelbrsuriawof n enwalwae..m-r«aroal ]4"prr•a.ue1 .0 rerw eanmuar"wlnmaeenm.nvwar.wren"•¢u"w•uagwirN-wawa-n"u« d1..maY.Ynmr V q s. Hold-downs.Pll belddownsmwtbelletlln paw prlwmmuMaomlrepectlon .. ai.m.ear pew.n+uarnw«usnrnm"v-"rv"ne,rm,srm pa.«.rwnpa"L-.w wapetl.-pxY4•"a haimnal.TM saws shalbespaced rrssdmum4feetonwnarwithemaximum e-footinbmcedlengtlE(CRC RBD2.5.1) ga ysg,aM shell exland aanlha mPolthemwngmArJaMdgmw.(CRC R40g.1) xw...,..,a..d-°"u,s. uwPow.m wee-mLau.nmab.,rrv.a 1pe R.aia1 �w n..i"P••.e-move a ainstdem.NaMalN duablawpawwectvaaeesdwaadshallbePraidetl inihe fdlowing locations(CRC R317.1 xeien.lnetnuuu."• ^? mAiliwc^$�a sw,wmeoAslucua rvNWbrnYewMLan°...Iran aA ml flu.m.mm«uao+nu T. Pmsctlondwmd 9 Y 35.Rmffm➢Ing member beering.The axe ofeach rafter amilirgjdstshall have riot less than l-12 inches ofheadng onwoodormetal and 7• Weep creed.AMnim+m0.019inch(No.28gdveNzadsheelga0e),mnwiatmsstentweep screed orpestcweaP �'tiha °" isa n "Iwee.awpra•a lcgml^p•mew•"aaa+.wa.'an^+^aimm"n•",ro,=..ro and CRC R317.2): mtlessthan 3lrchw ofbeadnd on masorryorcahcrea.(CRC R802.8) mMmumveNcal atlachmeN Aanged312iwhss�hellbepavidedatorbeimthefmrdatonplalelwmexledaaWdwaila.Thawmp i.w"1Ww..a I.eu«nn"° ...r•a.larl .aloe«es•r a,,'fem a.«4+sp.°npurm«".wmormwneropra«..+amr«+°w"i.°pu.uW"uan+a- a. Alwoodlmm�adwiingmund,embedwdlnconcroslndmct a actw4th9rmrd,aembsddedimm�aeteapowdtowualher saeedahellt»pecedarNNmian4Ywhes above Am eeMa2lndieaabova weed aeaseMsheg be.ofe typeakbvingaaPwdwaterto oov%eura�va�wr«avew-av°p-I.wm,"nn•meaem--m .newwl" b. Woodowsw(thinl81nchPs endvvmd prderewrigin 121whes oftlhe exposed ground In clam spa ofnaWralty durable or 38 RmSm➢ing member lateral support Rooflimi members and dgngjNsawfth a naNnal depth-io4Ndveas retuexceedlng 5:1 shall sawdradsheexeerior dtheirim .(CRCR703.8.2¶ -�N•+«w+•ace.ur•vwom^+«imlmin.«w+wrmnn..upon"re•ama^em",..rwwumwrv. I preservalNesealedwmd beprovidedwthlateralsupportatpointsofhearingtopreventrostbn.(CRCR802B) Sip ARCS c. Wand fmmhg memmrs that Fast an concrete or m emyexadorauntlatlm wage am less Benches aom Exposed ��1 Ft 'TFn beofnaWmgy durable a psservalve idated wood 37.Rm9m➢Ing bridging.Rasere and celingjoista With a nomml deptlrbMickha wmoo exceeding 6:1 shag be supported latemly by sold �g� 1 tl. Wood forming.ahaaON I.it siding mthe axtad°raflhe bugdtrg and having tleatarim lass Ili Inches aantbeexpisedgmeria blacking de9mal cadging(vvmdornreslj,aacaNmnw i-indrby-3trdiwoodslrip raged acmssthemsersormongleiswatmaximum H. Gratllng and lolls F3 I walhon2indas eraea lyf an mncrele saps,po chslew,peWesbs,end dm➢erha mnbN suit°me ywedmwsatl err 6I'dintewals(CRCRB02B1) C-2417, w. Sills andsleepere onto -to alab in died mnlectwoh gmund,xisme epemadAOmsuch slab byimpmwots mdsase 1. Gradngp-ILGreang PamNregU.ditwlunsofeadhmovedexmew200cubicyaiwa'danycuaortilsexmed8aetin * RER. tamer 38.Framing of roogcelling openings. Ili roofandmilbg taming shall be aamedwilh a headerand ammerjoisa.Whentheheader heghUdeph.(Cwrdy Gracing Ordnance 2D2) lIBIBFa 3D,2m5 Ili f. End of wood ginkrsenadng asso a concme,wells with clearances less then l2lwhmmw,aides,and ERk lost span does rot excwd4fwtthe watlerldelmaYbeadngle memmrthe wme slmothe cal leg Jolet orrafter.SIn9Is Nmmerjdsb g, Wood swdumlrrembem auppdxWg mcsture-pamleeBa from arma exposed bwseAwr,such asc°ncresormasonry slate, maybe mwrryasingle haaderjdalomledvAWn3fea oftheidmnarldst hearkg.When theiiewerJoislspenexmsds41,4Ore 2 Comwctlonreport CanwctonmwnrequredforMmasdal l2 inchasam°reln dapAe.(CBC 1B03.5.0) ��l1I uNos separated fmmaueh AoaeaemabyankrpeMommdsture wma Washer and heewrbsehag be doubled ardofsutdwtawe sedlon msupponthe mNngjoaaorrafthis mingim°Os head., rFo ��\�� Q $ h. Woad Finding saw orotherwocd taming members attached directly to mile orofexadoroonaesamemaywage bebwgmde excep Approved hangs.shall be used forthe Mader-Jdst-ta-simmer4iisl connections Man the hwdajdstswn exceeds Beet Tagldssover llC wherewpwretaderapplled beNmenvell and Wring saworteminp mothers 12fwtlegsh.11 be supported atOE beaderbyfianing anchors arm ledgeraspe minimum 2iwhw by 2 inches.(CHIC R50210) I Crean Building Standards,Code(CA1.4am)Requirements Z e. Undemo°rventllacton UnwrA ram--hall havevim-Inings throughfoadatlonwels oradediorwags,With minimum Far was of 5E C \ lU) 39.Rmif.ming ahavesheawds.RaflemorrodNsseesha➢her camecledtotop palwafshwrwala wAh boddrg between the mflamw 1. Appgwbily.C4LGmenresldentlal mandatory measures eppymeverynewy c°nsWcbd bugdN9 asWCWre. ventlatonoperirgsdtsgf mfmtmrewhl50squam Wtofundedmrama.On wchverNlatlng ewNrg shall bewlWn 3 feet irm a(CRC R00210.62) z mmaoflMbJldng.(CRCR408.1) 2 Inlgatlan controllers.Aulomatic irrigation systaint ogem mrlantlacaphg.steadyhag npyw/thheon inreg(CALGramnges;I1 P V 40.Rmfdlaphmgmundafill Aaming.RodpAvuodsha➢bemrNnmw racier CefiaNafill sarong. a. ContoUmshalbomather-°rwUmolaWrebasedconnoamthalaukmeticay,edJuN adgaOmInrespmotochmgomplarfi'nwtls 9, under0ooraccess.Untladmreewschellbeprovkled wflhemlNmum 184nch by 214ndi acoeu opaNng.(CRCR408.4) asmathercmdbrachange. x 41.Rmfdiaphmgmatridgm.MNmum24mhna mlblo HrgmquredbrroofciaphmgmnaiiNgattdges. b. Weatia4based coMogarswllh°uthnteg.I rain wmsas or emmmk.ton sydemstled acmuNmr lwal mM shell have a separate - pal.dawtmlesaralnunwwhkhcc"Lisorcommunkass"ththemnaollegs).Sao mdatwabesed cmaogem ore not requimtlm - E. Wood Framng 42.Blocking ofrooftnsses.MNmum2lnch nminal backing required beaveen trusses at idgelinesaMalpdrssOfbeading atexaiorwalls. haveralnsenswinpul w 1. F,--rraqulmmrma.Them 111,1ea,endapadngolasar..-,,Irgw,,,-,,budelamwt..hllnasbasec Aanaateel 43 __deamnm.N➢Nmwn 124ncholwmnm mqgrad-an top pass If!---bwdrg pandore and holom chords ofNases 3. Joins and openings.awnings N the big"eavelopeseparaing cmdltlmed space from uncondltlmed apace needaim accanmixii r Q CA 1F forth in CRCT.bi.RG023(1).(CRC RW29,CRC R6023,end CRC Rs022I utllgy,and oharpeneaatlons muslbessoledN canpllance With the Ce@ane,Energy Code.(CALG.an4.406.1) 11I 44.Ddliing,cuang,mdnotoangofr000smrtraming.Notches In mod lumberjalste,rafters,blocking,and bows shag notexceed onasath Exception:Amedws co around kerb cables,conclude aotheropsntg,Npatwalaxadirmt,shallbe protected s9Wst _ a 2 Butl she,height and apeving.Thesire,height antl spacing dstids shag heinaoxrd.-.hCRCTatle R6023(5).(CRCR6023.1) the member depth,shag be net longer Dim one-thadhememberdepth,and shag norm bowed In lie middle one4hW eta,span,Noldin the passage fmdwbb closing uchho a wdh cement m°rter,cmcmtemasmryora sMmrmrthod°cmpableto he amacNg 3. BIIl plate 5lud.ehall have all bowing on nomiml24nch Wdsalargarsiipaa wihv4dthaaastequalmebdwidh(CRCR6D23.4) amembereasshagnciexcwtlonamuM oremembatleph.TMansl°nskla embemmm4ochoor gmaaN the membekness shag pssage° y alga wNng notbenotchedexceptstmenberend..ThedamaterdholesbonedorcWlntomemmrsshagndaxreedona4hNlthemambertleph. agency. Q Hies shag not be cbwrthm 2 inches to hemp orbomm alone memberorso enyother hole located norm membr.Wherethemembaza 4 Constructonmssmdudbn,dspwal,mdrwyeling.Reduce mcgorsalvegeforramaammmern d50 percemothenonhmardws THESE ARE MINIMUM REQUIREMENTS Z 4. Bearing studs.Whemjoists,trusses,a mbmam apemd move then 16 inches on owrarandthe Waring studs mlaware speced 24 he also notched.the hole shag not be abwrthm 2 Inches tithe hatch.(CRC R602.8.1) construction and demorgon debris.(CALGreen 4.408.1) on wnuer,such membemshall www4Wn 6Inchss of the slum beneath.(CRC RW23.3) _ Exception,E.-sted.d arid and-cawing debris. LOG: S-21-14 ad to the bothThe Comfy of SenDlego Delp ntof PublcWelke.Construction, ogtl°n(C8D)Fesgltlo 0umea mWma: AND SHALL NOT.SUPERSEDE.MORE a Drilling and nothing afstuds.Arystrdinanexleriorwall orwetkr9 Paratlon maybeu4ornckhetlmadeph rmlezceadirg25%oils 45' m�ralerce.Exterior awahatbodesgner be,decks,caloorl aelsauPuporOng.Awchnant shaggnnotbbe eaempllehed by use printery mmca eP Width.StudaNranwadng pans¢msrreYwmmhedme asPlhlwtbexco.al.e'nglestudwidlh.My.admay,wboredormiled, a W./Awwwsd N ovh bl amm�enshne°es'tlowha g odalCDGultl Enogsh odt W provided rienro ingP.Mtnghdelsrsnro.Usnfi0%dAwcWdmdhOme�eofthehdasmmaeoan5961chtolheedged won RESTRICTIVE SPECIFICATIONS.ON DRawINCs: J the stud,anal the hdeie wlbmledIn the came Eaamaeecdwnddh.Seats'locatedh.ximar-horwaringwratlowdrilad-40^h 5. Cwstucaonmatemanagemsmpun.AmnsbUedonwa.smanegemers plan shegm preperedmtlevegable mega duMg U- 3 andupto 60PA shall also be doubted with re mom f.aw-I,.suds boded. 46.Fimbleaking.Flmbbckbg a hag be provided N the topowirig batons(cRC R302.11 and CRCR700318): construction.DwumenatlondmosaatNgcompgancswththaplen ahelfbe wcosba duMg conslactlon for anmsing agency. THE PLANS OR AS.REQUIRED BY pp a. In conceded spew ofaud wall and paragons,hctudhg hared spaces.and parallel rows waWdsorsaggered suds,as too": (CALGmen44082) . 2 6. Top pas.Wood stud mleshag be capped Win a double top pate related m provide overlapping atmre.ard at Iderembarmwith other 1. V.,k*dA.mWng and fic°r1-11 APPLICABLE CODE. CC paftons.Endjdrbindoudet°ppas.ehag otsatalwmt24lwho.Joints in pates rued mtexwoverstuds.Plaeashalbe 2 Hodaoualyatinervaa not Exceeding 10ast ! nunimumnamine121rwwsAdckadmve WdOtatlmteWaltowidhdstud..(CRCR6023.2) b. Atsolarconnatlona beNsmconmaedveNml and horhonslspwo suchowcuralsofdls,aapcelings,andmvemdgs EY c. In wwwled Epecea baN,am ssaahligers at the rap and bottom ofgm nun 7. Top plate splms.Top paslap splices amllwhcanaled with miNma na n81ademeachsideofspliea(CRCRfi02.10.6.1) d AtopmNgs around van%,pipse.ducts,cables andWuwalI BMW and floor avel,wlhan approved maadeltoresM the Oespassage of SHEET NUMBER same and products of orebuslbn a Alchemy.Endfimplaco par ft-E.49 0 f. Cankes are aw4anydwelling el the fine ofdxsEngunttopa.tlm . S§ ] 0 4 V J a Q GENERAL FLOOR PLAN NOTES CALIFORNIA GREEN CODE 1 SMOKE DETECTORS SHALL VE NTERCONNECT[D T080UND AN ALARM IN ALL 14.THE BUILDER I6 TO PROVIDE AN OPERATICN MANUAL(CONTAINING lift SLEEPING AREAS OF THE DWELLING;INSTALL IN EACH SLEEPING ROOM AND IN INFORMATION FOR MAINTAINING APPUANCES,ETC.)FOR THE OWNER AT THE 2010 CALIFORNIA GREEN BUILDING CODE RESIDENTIAL MANDATORY MEASURES y THECORRIDORORAREAGIMNGACCESSTO EACH SEPARATE SLEEPINGAREA TIME OF FINAL INSPECTION.COO 4.410.1 SECTION 4.303 INDOOR WATER USE G.I" • 15.DURING CONSTRUCTION,ENDS OF DUCT OPENINGS AM TO BE SEALED,AND ro AND GI EQUIPPED WITH A BATTERY BACKUP, PER AND SECTION FIXTURES 2.flOOMB CONTNNING BATHTUBS,SHOWERS,SPAS AND SIMILAR FIXTURES MECHANICAL EQUIPMENT IS TO BE COVERED COC 46041 MAX.FLOW RATES:(20%REDUCTION) y � MALLS E PROVIDED WITH AN EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 16.VOC3 MUST COMPLY WITH THE LIMITATIONS USTED IN SECTION 4.504E AND ♦ SHOWERHEADS=2GPM@80 PSI v ofm CSC 1203.4.2.1,CMCTH TABLES 4.S34,1,4.604.2,4.W4AAND 4.5N.5 FOR:ADHESIVES,PAINTS AND O PF0 S SHOWERS AND TUB/SHOWERS SHALL BE PROVIDED WITH PRESSURE COATINGS,CARPET AND COMPOSITION WOOD PRODUCTS.CDC 4.5N.2 6- LAVATORY FAUCETS=1.5 GPM @60 PSI M BALANCE OR THERMOSTATIC MIXING VALVE CONTROLS.PER CPC. 17.THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 10%BEFORE IT IS 4.WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONS OF WATER PER ENCLOSED IN CONSTf1UCTION.THE MOISTURE CONTENT NEEDS TO BE • KITCHEN FAUCETS GPM PSI FLUSH,LAVATORIES FAUCETS NO MORE THAN 1.5 GPM,KITCHEN FAUCETS N0 CERTIRED BY ONE OF 9 METHODS SPECIFIED,BUILDING MATERIALS W 1y �f MORE THAN 1.6 GPM,SHOWER HEAD NO THAN 2 GPM,CGC SECTION 4.303 VISIBLE S*N8 OF WATER DAM OE SHOULD NOT MUSED IN CONSTRUCTION, Pel L 5.DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL COMPLY WITH CAD. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE r GRAVITY TANK-TYPE WATER CLOSETS=1.28 GALLONS/FLUSH IS 8.PROVIDE FINE BLOCKS AND DRAFT STOPS IN THE WOOD FRAME FLOOR OF THE METHOD8 USTED IN CGC SECTION 4.VI � C CONSTWCTgN CONTAINING CONCEALED SPACE WHERE THERE IS USABLE18.BATHROOM FANS SHALL BE ENERGY STAR RATED,VENTED DIRECT-YTO THE • FLUSHOMETER TANK WATER CLOSET 1.28 GALLON/FLUSH :PACE ABOVE AND BELOW THE CONCEALED SPACE.SUCH DRAFT STOPS OUTSIDE AND CONTROLLED BY A HUMIDISTAT.COO 4.5XIA 1q SHOULD BE INSTALLED 60THAT THE AREA OF THE CONCEALED SPACE DOES 1S.IF PROVIDED,WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED FLUSHOMETER VALVE WATER CLOSET 1.28 GALLON/FLUSH GC .r Q NOT EXCEED 1000 60.FT.DRAFTSTOPPINO SHOULD DMDE THE CONCEALED COVERS OR LOUVERS WHICH CLOSE THE FAN IS OFF.THE COVERS OR LOUVERS a N l7 SPACEIM0 APPROXIMATELY EQUAL AREAS.PER CBC. SHALL HAVE MINIMUM M.2 INSULATION.DOC 5.597.1 ♦ ELECTROMACHANICAL HYDRAULIC WATER CLOSET-.5 GALLON FLUSH 22 7.PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDNG TO N.HEATING AND AC SHALL BE SIZED AND SELECTED BY ACCA MANUAL J OR . nU OUTSIDE WITH BACKDRAFT DAMPER.PER CMC. ASHRAE HANDBOOK OR EQUIVALENT.THE DUCT SHALL BE SIZED IN SEE TABLE 4.303.3 REQUIRED STANDARDS FOR FIXTURES AND FIXTURE FITTINGS 'N ti S.PROVIDE NON REMOVABLE BACKFLOW PREVENTION DEVICES ATALL ACCORDANCE NW ONE OF THE ACCA METHODS LISTED IN CGC SECTION \, rCC EXTERIOR HOSE BIBS.PER CPC. 4.W7.2 2.PROVIDE FRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDE AT WATER 21.PRIOR To FINAL APPROVAL OF THE WILDING LICENSED CONTRACTOR, 2010 CALIFORNIA GREEN BUILDING CODE RESIDENTIAL MANDATORY MEASURES HEATERS.PER CPC. ARCHITECT OR ENGINEER IN REBPOSIBLE CHARGE OFTHE OVERALL 10.FACTORY-BUILT FIREPLACES,CHIMNEYS AND ALL OTHER COMPONENTS CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS SECTION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE CERTIFICATION FORM AND GIVEN TO THE BUILDING DEPARTMENTOFFICALTO SHALL BE USTED AND INSTALLED IN ACCORDANCE WITH THEIR USTING AND BE FILED WITH THE APPROVED PLANS. JOINTS AND OPENINGS MANUFACTURER INSTRUCTIONS. 22,WHEN A SHOWER 19 PROVIDED WITH MULTIPLE SHOWER HEADS,THE SUM 11.DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF ♦ OPENINGS IN THE BUILDING ENVELOPE SEPARATING CONDITIONED SPACE H- THE FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUD ARE USTED AND OF THEBHOWERSHALLBEW TO ALL THE DEDU SS HAU SIED30THAAT EXCEED UNIT.ONLLYONEHUD18ONATATIME. FROM UNCONDITIONED SPACE NEEDED TO ACCOMMODATE GAS,PLUMBING. LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLEDM ACCORDANCE WITH MANUFACTURERS INSTALLATION 00C LANDSCAPE ELECTRICAL LINES AND OTHER PENETRATIONS MUST BE SEALED IN V 29.LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER BASED 12.E INSTRUCTION.CMCH AS v WITH RATE IN-10ITCHEN9 LOCAL E%INU6T SYSTEM VENTED TO OUTDOORS CONTROLLERS.CDC 4.304d COMPLIANCE WITH THE'CALIFORNIA ENERGY CODE". d 13.A RATE 10o mR, 2010 CALIFORNIA GREEN BUILDING CODE RESIDENTIAL MANDATORY MEASURES (� 19.A MINIMUM OF 50%OF CONSTRUCTION WASTE IS TO BE RECYCLED.CGC 13V5 4.ao:.1 SECTION 4.604 POLLUTANT CONTROL SECTION 4.504.1 COVERING OF DUCT OPENING AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. •- AT TIME OF ROUGH INSTALLATION OR DURING STORAGE ON SITE AND UNTIL FINAL START UP OF HEATING AND COOLING EQUIPMENT.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE 1. COVERED WITH TAPE,PLASTIC,SHEET METAL OR OTHER METHODS ACCEPTABLE TO REDUCE THE AMOUNT OF DUST OR DEBRIS THAT MAY COLLECT ON EQUIPMENT. SECTION 4.504.2.1 ADHESIVES,SEALANTS AND CAULLS ♦ ADHESIVE,SEALANTS AND CAULKS USED ON PROJECT SHALL MEET REQUIREMENTS OF THE STANDARDS SET FORTH IN SECTIONS 4.504.2.1.1& 4.5.04.2.1.2 30-1 SECTION 4.5D4.2.2 PAINTS AND COATINGS 3 •PAINTS AND COATINGS SHALL COMPLY WITH THE"VOC"LIMITS IN TABLE r ` 26R! 4.504.3. W SECTION 4.5D4.2.3 AEROSOL PAINTS AND COATINGS • SHALL CONFORM TO STANDARDS SET FORTH IN SECTION 4.504.2.3. 0 SECTION 4.504.2.4 VERIFICATION ♦VERIFICATION OF COMPLIANCE SHALL BE PROVIDED AT REQUEST OF LOCAL O ENFORCEMENT AGENCY, SECTION 4.504.3 CARPET SYSTEMS M ♦ ALL CARPET INSTALLED SHALL CONFORM TO STANDARDS SET FORTH IN 1`^I SECTION 4.504.3.1 THROUGH 4.504.3.4 V, SECTION 4.504.3.1 CARPET CUSHION ♦ ALL CARPET CUSHION INSTALLED IN BUILDING SHALL CONFORM TO STANDARDS SET FORTH IN SECTION 4.504.3.1. PROPOSED SECTION 4.504.3.2 CARPET ADHESIVE • $ ALL CARPET INSTALLED IN BUILDING SHALL CONFORM TO STANDARDS SET ` GAR�GE FORTH IN SECTION 4,504.3.1, V " 0IMF � X 41CONCR1¢TESLAB- 250OPSI Vd/#3 AT 24.O.C. a 3068 .0 MAN DOORg4AAERtCyi�tn o� J C-24178 EXTERIOR WD STUDS W/HARDI SIDING * RRI, 0 00.MI5 INSULATION PER STRUCTURAL dj.�•EIf \P c ,yrF uF� �-yluJ SIMPSO�1 STRONGWALL FLOOR PLAN IDENTIFIER-SEE FLOOR PLAN LEGEND NS H/ SW 18�8W/2-SWAB?/e DOOR IDENTIFIER SEE DOOR SCHEDULE ON SHEET A41.0 HOLD DOWNS E QTRICAL O WINDOW IDENTIFIER-SEE DOOR SCHEDULE ON SHEET A-0.0 4 B UB-PANEL �O FIXTURE IDENTIFIER-SEE FIXTURE SCHEDULE ON SHEET A-0.0 8'-0"W X 7'-0"GARAGE 16'-0"W X 7'-0'GARAGE ROOM IDENTIFIER DOORW/WINDOWS 1® FLOOR ELEVATION •P DOOR W/WINDOWS Q • RHIB FLOOR INSULATION TYP. C U • FI-21 WALL INSULATION TYP.@ EXTERIOR&INTERIOR WALLS Q • fl30 GATT ROOF INSULATION TYP. Q • FI30C BATT HOOF INSULATION TYP.@ VAULTED CEILINGS Z - ZZF 2,_31I 8-1 �g'-a, 2'-31 ROOF LINE • R-0 HVAC DUCTWORK INSULATION TYP. W ` TI_� 'I_61I • R4 INSULATED HOT WATER PIPES LDG: 6-23-14 J X'-X' ALL DIMENSIONS ARE TO FACE OF STUDS/CMU WALL FLOOR PLAN ► Q ,. SHEET NUMBER GARAGE FLOOR PLAN �I - SCALE: 1/4 - 1-0" NORTHA-1•O C:\Autocad\Autocad DWG\Lake EIIslnore\Preston residence\Preston garage5-17-14.dwg 6-24-14 08:17:38 AM GSeward b r� B CLASS AASPHALT 18'VENT v SHINGLES TO MATCH EX. 2 X FACIA BD. M 2 X_FACIA BD. PAINTED TO MATCH EX. TO MATCH EX.PAINTED HARDI PLANK SIDING TO "O 9�+ TO MATCH EX. MATCH EX.PAINTED TO MATCH HARDI PLANK SIDING HARDI PLANK TRIM lz s PAINTED TO MATCH EX. PAINTED TO MATCH EX. O y 12 1. � p '''' Y 8-OW X 7-O GARAG 4 W/LITES TO MATCH EXISTING GE DOOR Cd N 0 U DOOR W/UTES TO , a N MATCH EXISTING . cr, U PLATE ZZ111 h 1111 11 1111 Il I 1 11 11 1 11 111 11 1 11 PLATE a7 U O C9 u co oa ao 0 00 000 00 000 0 0 000 0 0 11111111 LJ00Ll LILJULJ 111,1111 1 111 k00 - -- 000 LUUU HIJHLJ I II � FLOOR=1195.00' - - FLOOR=1195.00' EAST ELEVATION NORTH ELEVATION 3 SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" i o w NM w� N $ �U E [7] • Q� i•l 0 � O r,GPM CLASS A ASPHALT ~ A 1 3'-O'W X 8'-8"MAN 2 X FACIA BD. SHINGLES TO MATCH EX. 18'VENT V/ W DOOR PAINTED TO MATCH ARDI PLANK SIDING ,O EX. PAINTED TO MATCH EX. of. CIS ARDI PLANK SIDING PAINTED TO MATCH EX. 12 2 X FACIA BOARD 4 PAINTED TO MATCH EX. RCy7T�� PLATE PLATE *d Q ti m REN. Oh SFPIFLM A 1015 lI s OFrALW b 0D CD 4 f iT - - -- -- - - G y FLOOR=1195.00' - - ----- - — FLOOR=1195.00' I Rr -E 0 w k WEST ELEVATION SOUTH ELEVATION o pC:: 6-23-14 LL 3 SCALE: 1/4" = 1 -0 SCALE: 1/4" = V-0" pRAWINCa: ELEVATIONS SHEET NUMBER a A-2.0 C:\Autocad\Autocad DWG\Lake Elisinore\Preston residence\Preston garoge5-17-14.dwq 6-24-14 08:18:33 AM GSeword