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29225 CENTRAL AVE_ 04-00003150 (2)
SHOP BUILDING "P" LAKE ELSINORE MRKT PLACE SWC CE VE & C E . LAKE ELSINORE , CA f 24307.14 Delta#1 Revised 2-28-2005 Plan Check Delta#2 5-5-2005 ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL , CALCULATIONS For Shops N, P &Q Lake Elsinore Marketplace . Lake Elsinore, California Revised Moment Frame to-Wood Shear Wall Seismic And Wood Shear Wall Design Architect H MCG Architecture 1055 E. Colorado Blvd, Suite 400 ,,; Pasadena, CA 91106 � ►° (626) 793-9119 9420'relstar Avenue,Suite 118,El Monte,California 91731 TeL•(626)448-8182 Fax:(626)448-8092 Email:anfl688@pacbeR.net pacbell.net JOB Na ANF & AssociATBS - Tel;(626)44"182 sourtun!Bvtnem Fax(6�448-Sfl92 • GAk6 LRit(A 9=-.TeltW Ave.Suite 119.El MowA G 91731 or � x _ N o• dm - COlt _ 0 E Fr / 4 5 To 6/O 5�� 5►.o P� '�Q • Te1(626)448-8192 Jon No. ANF & ASSOCIATES RE(626)4494M92 congwtins Structmw Fm&em s4mm eanssa�.ceeu nee Br DATE 9420 Tetsw Am,Suite 118, El Monte,CA 91731 Sw. OR d6 5 d 7, Z4 z�sz �Z ►�� Le / Title: Job# Dsgnr. Date: 4:56PM, 20 MAY 05 Description Scope: k .der&a4I-oea2= Plywood Shear Wall & Footing Page 1 (Q1983.2ow eratcaic sert.We Description General information Code Ref 2001 NDS W31BC,2003 NFPA 5000.Base allowables are user defined. #Pyrvood layers 1 Wail Length 52.00 End Post Dimension 5.50 in Pyw ood Grade Structural I Wall Height Seismic Factor 0.183 Nal Sae 10d Wall Weight 15.000 ps Nominal Sill Thick. 3.00 Thickness 15/32' Ht/Length 0.346 Stud Spacing 16.00 in Loads Vertical Loads... Point Load#1 0.00 lbs at 0.00 ft Point Load#2 0.00 lbs. at 0.00 ft Point Load#3 0.00 lbs at ft Uniform Load#1 0.00#/lt 0.00 ft to 0.00 ft Uniform Load#2 0.00#M 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 52.000 ft = 21,996.00 lbs 423.00 Uniform Shear @ Top of Wall 52.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Smut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Won 0.00 ft-# Footing Past Left Edge of Wall 1.000 ft Concrete Weight 145.00 pcf Wall Length 52.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 1.000 ft rc 3,000.00 psi Footing Length 54.000 ft Fy 60,000.00 psi Footing Width 1.50 ft Min.Steel As% 0.00140 Footing Thickness 12.00 in Summary I Design OK Wall Summary... Using 15/32"Thick Structural I on 1 side/s, Nailing is 10d at 4 in @ Edges, 10d at 12 in @ Field Applied Shear=472.4#4 Capacity=510.000#/ft -> OK Wall Overturning=419,051.9ft-#, Resisting Moment=365,040.Gft-#, End Uplift= 1,038.69lbs Max. Soil Pressures: @ Left= 1,169.9psf, @ Right= 1,169.9psf Sill Bolting: 1/2"Bolts @ 21.45in, 5/8"Bolts @ 33.62in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear=0.00psi, Allowable= 109.54psi ->OK Bending Reinforcement Req'd @ Left=0.23in2, @ Right=0.23in2 Minimum Overturning Stability Ratio= 1.569: 1 Simpson Hold Down options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... 1-1132A,Capacity=2760ibs HD2A,Capacity=2760lbs HD2,Capacity=2800lbs HD2,Capacity=2800lbs PHD2,Capacity=3610lbs PHD2,Capacity=3610lbs HD5A,Capacity=39801bs HDSA,Capacity=3980lbs H UV- HDIV Title: Job# Dsgnr. Date: 4:56PM, 20 MAY 05 Description: Scope ta�-a � Plywood Shear Wall & Footing Page 2 Saftumm Description Footing Anatysts Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc,of Resultant @ Footing Centerline 17.204 It 17.204 ft Soil Pressure @ LEFT Side of Footing 1,169.92 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,169.92 psf Moments... Actual Mu @ Left Wall Edge 796.67 ft-# 796.67 ft-# Actual Mu @ Right Wall Edge 114.19 ft-# 114.19 ft-# Shears... vu/.85 @'d'from Left Wall Edge 0.000 psi 0.000 psi vu#.85 @'cr from Right Wall Edge 0.000 psi 0.000 psi Allovrable Vn 109.545 psi 109.545 psi Overturning... Overturning Moment 443.617.20 ft-# 443,617.20 ft-# Resisting Moment 696,195.00 ft-# 696,195.00 ft-# Overturning Stabf7ity Ratio 1.569:1 1.569 :1 Ar1F & ASSOCIATES Tek(00 449.8182 Joe Na O nkins Sa t um Bnshwm Fax(626)448-8M 1pBr Mix 9M:TefsW Ave.bufte 118,IN MomA G 91731 SM. 'OF............ WM(p o 0 ,44f ,�. �� - -- AN .r►%o C% 6a.p - .' . -- --� 0 1 14,i-1 4.4 Z,z � ! iJ, �4 3-1 NN _ Vk ANA � 3%1 Tel:(626)448-8182 Joe Na 1NF & ASSOCIATE$ Fax:(626)448-8092 Con=jting StruchnO Engineers Bcnfl'an6UQmcbcfl Oat 9T DATE 9M Telsw Ave,Suite 118, ©Monte,CA 91731 SM.-OF'- / Z. �'s 7o;lj Q�� a � � Title: Job# Dsgnr: Date: 5:02PM, 20 MAY 05 Description: Scope: VerSaa s Plywood Shear Wall & Footing Page 1 Description BLDG P General Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. #Plywood Layers 1 Wall Length 55.000 ft End Post Dimension 5.50 in Plywood Grade Structural I Wall Height 18.000 ft Seismic Factor 0.183 Nat Size 10d Wall Weight 15.000 psf Nominal Sill Thick. 3.00 Thickness 15132' Ht/Length 0.327 Stud Spacing 16.00 in Loads Vertical Loads- Point Load#1 0.00 lbs at 0.00 ft Point Load#2 0.00 tbs at 0.00 ft Pant Load#3 0.00 lbs at ft Uniform Load#1 0.00#/ft 0.00 ft to 0.00 ft Uniform Load#2 0.00#/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wail 360.00#/ft 55.000 ft = 19,800.00 lbs Uniform Shear @ Top of Wad 0.00 9M 55.000 ft = 0.00 Ibs Strut Force Applied @ Top of Wag 0.00 lbs SW Force Applied®Top of Wall 0.00 lbs Moment AWfed @ Top of Wag 0.00 ft-# Footing Past Left Edge of Wall 1.000 ft Concrete Weight 145.00 pcf Wall Length 55.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 1.000 ft f c 3,000.00 psi Footing Length 57.000 ft Fy 60.000.00 psi Footing Width 1.50 ft Min.Steel As% 0.00140 Footing ThWuvess 12.00 in Summary I Design OK Wall Summary... Using 15/32"Thick Structural I on 1 side/s, Nailing is 1 Od at 4 in @ Edges, 1 Od at 12 in @ Field Applied Shear=409.4#/k Capacity=510.000#/ft -> OK Wall Overturning=380,858.Oft-#, Resisting Moment=408,375.Oft-#, End Uplift=0.00lbs Max. Soil Pressures: @ Left= 884.2psf, @ Right=884.2psf Sill Botting: 1/2"Bolts @ 24.75in, 5/8"Bolts @ 38.79in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear=0.00psi, Allowable= 109.54psi -> OK Bending Reinforcement Req'd @ Left=0.23in2, @ Right=0.23in2 Mirtimum Overturning Stability Ratio= 1.925 : 1 Title: Job# Dsgnr: Date: 5:02PM, 20 MAY 05 Description Scope �f� ver�aa Plywood Shear Wall & Footing Page 2 Description BLDG P Footing Anatysis Lateral Forces Acting in Direction Soli Pressures... To Left... To Right... Ecc.of Resultant @ Footing Centerline 14.804 ft 14.804 ft Soil Pressure @ LEFT Side of Footing 884.21 psi 0.00 psf Soil Pressure @ RIGKT Side of Footing 0.00 psf 884.21 psf Moments... Actual Mu @ Left Wall Edge 576.48 ft-# 576.48 ft-# Actual Mu @ Right Wall Edge 114.19 it-# 114.19 ft-# Shears— vu/.85 @'d'from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @'d'from Right Wag Edge 0.000 psi 0.000 psi Alloarabte Vn 109.545 psi 109.545 psi Overtuming... Overturning Moment 403,375.50 ft-# 403.375.50 ft-# Resisting Moment 776,553.75 ft-# 776,553.75 ft-# Overturning Stability Ratio 1.925:1 1.925 :1 F & ASSOCIATES '�(�44"18Z /. Joy Na � Structunl Ba&em Far(GO 44 "8M vv L Br 9='TchW Ago.Sube 119,El Monte.G 91731 5�itc: _w/fib =t,►9 14 � Y 11AIN N 40 tS 67' 67 Oil _ 670� SO 7 z3tb ellzv 31-::* o • Tel(626)448-8182 Jon Na ANF & ASSOCIATES Fax(626)449-BM Ccaintttng Structunl gnginan B'=L sd16s8@pmc'aea W By DATE 9420 Telmr Ave,Suits 118, El Mane.CA 91731 Sa. OF Ll � SI TM F I 0 K. Title: Job# Dsgnr: Date: 5:06PM, 20 MAY 05 Description Scope .vff5.aa,�zom Plywood Shear Wall &� Footing Page 1 foi19e3-2D 3 e�rAuc a sanwam Description BLDG Q General Information Code Ref 2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. Aiiiiiiiiiiiiiiiiii #Plywood Layers 2 Wag Length %44.10.0 End Post Dimension 5.50 in Plywood Grade Structural I Wall Height 18.00rF Seismic Factor 0.183 Nail Size 10d Wall Weight 15.000 psi Nominal Sill Thick. 3.00 Thickness 15/32" Ht/Length 0.404 Stud Spacing 16.00 in Loads Vertical Loads.,. Point Load#1 0.00 lbs at 0.00 ft Point Load#2 0.00 lbs at 0.00 ft Point Load#3 0.00 lbs at ft Uniform Load#1 0.00#/ft 0.00 ft to. 0.00 ft Uniform Load#2 0.00#/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 730.00 SM 44.500 ft = 32,485.00 lbs Uniform Shear @ Top of Wall 0.00#ift 44.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Stnt Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# - Footing Past Left Edge of Wall 4.000 ft Concrete Weight 145.00 pcf Wag Length 44.500 ft Reber Cover 3.00 in Past Right Edge of Wall 4.000 ft fc 3,000.00 psi Footing Length 52.500 ft Fy 60,000.00 psi Footing Width 1.50 ft Min.Steel As% 0.00140 Footing Thickness 12.00 in Summary I Design OK Wall Summary... Using 15/32"Thick Structural I on 2 side/s, Nailing is 1Od at 4 in @ Edges, 1 Od at 12 in @ Field Applied Shear=779.4#/ft, Capacity= 1,020.000#/ft -> OK Wall Overtuming=604,518.7ft-#, Resisting Moment=267,333.8ft-#, End Uplift=7,577.19lbs Max. Soil Pressures: @ Left=O.Opsf, @ Right=O.Opsf Sill Bolting: 1/2"Botts @ 13.00in, 518"Bolts @ 20.37in, 3/4"Bolts @ 29.28in Footing Summary... Max. Footing Shear=4.56psi, Allowable= 109.54psi -> OK Bending Reinforcement Req'd @ Left=0.23in2, @ Right=0.23in2 Minimum Overturning Stability Ratio= 1.350 : 1 Less Than 1.5-Warning 1 Simpson Hold Down Options Choices far LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD8A,Capacity=79101bs 11138A,Capacity=7910lbs HD7,Capacity=81101bs HD7,Capacity=81101bs HD10A,Capacity=99001bs 111310A,Capacity=9900lbs HD9,Capacity=10395lbs 11139,Capacity= 10395lbs s Trtte: Job# Dsgnr. Date: 5:06PM, 20 MAY 05 Description Scope: �� Val&M „ Plywood Shear Wall & Footing Page 2 Description BLDG G Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc.of Resultant @ Footing Centerline 27.277 ft 27.277 ft Soil Pressure @ LEFT Side of Footing 0.00 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 0.00 psf Moments— Actual Mu @ Left Wall Edge 1,827.00 ft-# 1,827.00 ft-# Actual Mu @ Right Wall Edge 1,827.00 ft-# 1,827.00 ft-# Shears... vu/.85 @ V from Left Wall Edge 4.561 psi 4.561 psi vu1.85 @ V from Right Wall Edge 4.561 psi 4.561 psi Alterable Vn 109.545 psi 109.545 psi Overturning... Overtuming Moment 639.202.45 ft-# 639,202.45 ft-# Resisting Moment 863,198.44 ft-# 863.198.44 ft-# Overturning Stability Ratio 1.350:1 1.350 :1 � Q`L,JIV1�7 1� izi v N 3 r r. Y 9n "I 9f) (a C0 LL. V �; t w 1 o so C6 I I o M . v =x ti_ � t O O O O O O tg — LLI m m m m ad 0 Nd'N 3.o 3m 3m 3:r 3x_4 3a N x U Q N( �Sm non 1�tA 17M 17M IM M O v =x V N if) V W 9z t) V V U U C> ��� W O o Oo eo Oo Oo a Oo O U M y.N OsN . 8 N N »LL ON �N — W Z OC-i •C4 Og OC4 OC4 •g d d V 0=1 d o 0 0 0 0 $ gn Sao V-t V-M V-N r-v 9-M q Q ® 8 � \\ W0 � M ;! -! i! :.j Li H H H H H H§ V J La. �m �m 6m 6y • � m d O > > > > >Q OOW N W cn t N CL NW NW NW NW N N g N 3 W g CA - x o00000 � .» N Z ©®®® e - J TITLE 24 REPORT Title 24 Report for: Shop Building 'P'- Lake Elsinore Market Place SWC Central Avenue and Cambern Ave. Lake Elsinore, Ca Project Designer: MCG Architecture 105 East Colorado Blvd., Suite 400 Pasadena, Ca 91106 626-793-9119 APPPOVED FOR PE'=i`:''•T ISSUANCE Report Prepares S ASSOCIATES, INC. 9 Krishna C. Kum -E . DATE I been reviewed for adherence to the Guthrie and As'soeiat"es Inc.. ,P our, and ordinance. Authorization is 370 S. Crenshaw ��S'c!"a�SUi%dff5104-e a building permit pending Torrance, CA--�9O5®1tI applicable City agencies. (310) 787,782s5ance or granting of a permit based on approval of lnese plant shall not be construed to permit or approve any k,iolation of the applicable codes or ordinance. NG permit presumed to give authority to violale or cancel the provisions of such codes shall be valid. 1 Job Number: 040907-P Date: 2/3/2005 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoff,LLC (415)883-5900. EnerpPro 3.1 By EnewSoft Job Number: 040907-P User Number. 1645 iF- TABLE OF CONTENTS 1 Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 14 Form MECH-MM Mechanical Mandatory Measures 15 HVAC System Heating and Cooling Loads Summary 17 i� EnergyPro 3.1 Sy Er"gySdt Job Number 040907 P User Number. 1645 [PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PROJECT NAME DATE ShopBuilding 'P'- Lake Elsinore Market Place 2/3/2005 ROJECT ADDRESS SWC Central Avenue and Cambem Ave. Lake Elsinore PRINCIPAL DESIGNER-ENVELOPE TELEPHONE Building Permit# MCG Architecture 626-793-9119 - DOCUMENTATION AUTHOR TELEPHONE Checked by/Date Guthrie and Associates Inc. (310) 787-7825 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE i 7,601Sq.FL 10 BUILDING TYPE g( NONRESIDENTIAL ® HIGH RISE RESIDENTIAL HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ® ADDITION [j ALTERATION EXISTING+ADDITION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 1.6,of the State Building Code. This certificate applies only to a Building using the perforTeRce compliance approach. DGCUMENTATION AUTHOR VD Krishna C. Kumar P.E. The Principal Designers hereby certify that the proposed building design represerAmriD the construction documents and mo elled for this permit application are consistent with all other forms and worksheets,specifications,and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code,Title 24,Part 6. ENV LTG. ME 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation;and that I am licensed as a civil.engineer, echanical engineer,electrical engineer or architect. 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that 1 have contracted to perform. 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document i� because it pertains to a structure or type of work described as exempt pusuant to Business and Professions J Code Sections 5537,5538,and 6737.1.(These sections of the Business and Professions Code ae printed in cap full in the Nonresidential Manual.) ENVELOPE COMPLIANCE " Indicate location on plans of Note Block for Mandatory Measures Act M^ Require Forms NV-1 PRINCIPAL ENVELOPE DESIGNER-NAME !'i S RE LIC.NO. 11AT MCG Architecture LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of Required Forms I rus Submittal PRINCIPAL LIGHTING DESIGNER-NAME SIGNATURE LIC.NO. I DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures equired Forrgs ME -1 MECH-2 MECH-3 PRINCIPAL MECHANICAL DESIGNER-NAME NATURE LIC.NO. DAT • Guthrie and Associates Inc. M 221 2 I Run Initiation Te• 0210 ! 1.45 Run Cod 1 170 JEneWPro 3.1 By EnergySoft User Number. 1645 .lob Number. 040907-P Page:3 of 23 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-1 DATE Shop Building R- Lake Elsinore Market Place 2/3/2005 ANNUAL SOURCE ENERGY USE SUMMARY kBtufs ft- r Standard Proposed Compliance ENERGY COMPONENT Design Design MarginSpace Heating Heating 6.45 6.89 -0 45 -: - ,f Space Cooling 56.08 48.66 7.42 Indoor Fans 28.22 32.56 -4.34 Heat Rejection 0.00 0.00 0.00 Pumps&Misc. 0.0M 0_00 0.00 Domestic Hot Water 138.69 134.431 4.26 4M Lighting 32.40 32.40 1 0.00 Receptacle 8.491 Process 0.00 -ice`=�-` - o- o=zo-3o°io so eo io ao=eo too iio i-2030` TOTALS: 270.33 263.44 6.89 kBfmsgn•r I Percent better than Standard: 2.6% ( 2.6% excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (West)270deg Conditioned Floor Area 7,60 so. Number of Stories 1 Unconditioned Floor Area o sgft 0 Number of Systems 7 Conditioned Footprint Area 7,535 sgft. Number of Zones 7 Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (West. 1,785 sgft 540 sgft 30.3% Left Elevation (North) 1,508 sgft 330 sgft. 21.9% Rear Elevation East 2,187 sgft 140 sgft. 6.4% Right Elevation (South) 1,5%sgft 520 sgft 33.4% Total 7,036 sgft 1,530 seft. Roof 7 535 sgft sqn. 0.0% Standard Proposed LEED' Energy S Atmosphere Credit Lighting Power Density 1.100"rsgft 1.10o wJsgft Savings vs.Title 24t 2.63% Prescriptive Env. Heat Loss , 1§ Blum g 2.618 8adh Energy Performance Credit2 o Points a Prescriptive Env. Heat Gain 185,895 BStrft-F 258,173 Bhdh-F t.eidudes process and receptacle 2 see LEED table 8<or&d Remarks: • Run Initiation Time: 02/03105 15:01:45 Run Code: 1107471705 I Ene:WPto 3.1 By EnergySoft User Number: 1645 Job Number. 040907-P PageA of 23 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERFA PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 ZONE INFORMATION Floor Inst. Port. Ctrl. Tailored Proc. Area LPD LPD Credits LPD Loads System Name Zone Name Occupancy Type sgft (W/sf)1 (W/sf)1 /s 2 (Wlsf)3 (W/sf) Suite P6-7.5 Ton A/1C Suite P6 Dining Area 1,503 -1.100 Suite P5.4 Ton A//C Suite P5 Dining Area 1,111 '1.100 Suite P4-5 Ton A1C Suite P4 Dining Area 1,276 •1.100 Suite P3(Front)-4 Ton A/C Suite P Front) Dining Area 761 '1.100 Suite P3(Rear)-3 Ton A1C Suite P3(Rear) I Dining Area 740 '1.100 Suite P2-5 Ton A/C Suite P2 Dining Area 1.134 •1.100 Suite P1-5 Ton A/C Suite P1 Dining Area 1,076 -1.100 Notes:1.See LTG1(&-ms madded vAth ash see LTG-2 by others) 2.See LTG-3 3.See LTG-4 Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation,and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification,and may reject a building or design that otherwise complies based on the adequacy of the s ecial I stification and documentation submitted. Plan Field The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant authorized Signature or Stamp Run Initiation Time: 02/03/06 15:01:45 Run Code: 1107471705 EneWPro 3.1 By EnerTfSoft User Number.1645 Job Number.040907-P Page:5 of 23 ENVELOPE COMPLIANCE SUMMARY Performance ENV-1 PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 OPAQUE SURFACES Solar Surface Framing Act. Gains #I Type I Type Area JU-Fac. Azm. Tilt Y!N Form 3 Reference Location!Comments 1 Root Wood 1.503 10.041 180 0 IX II R-19 RooUAcoustic Ceiling Suite P6 2 Wall Wood 245 0.091 270 90 IR-11 Frame Wall Suite P6 3 Wall Wood 673 0.091 0 90 X 11 1 R-11 Frame Wall Suite P6 4 Wall 1Nood 347 0.091 90 90 IXII 1 R-11 Frame Wall Suite P6 5 Door None 21 0.581 90 90 IXII I Hollow Metal Door Suite P6 6HWallood 85 0.091 315 90 IX I R-11 Frame Wall Suite P6 7ood 85 0.091 135 90 R-11 Frame Wall Suite P6 800d 215 0.091 45 90 R-11 Frame Wall Suite P6 9 ood 1.045 0.041 180 0 I X I R-19 Roof/Acoustic Ceiling Suite P5 10 Wall Wood 323 1 0.091 270 90 X I R-11 Frame Wall Suite P5 11 Wall Wood 35 1 0.091 0 90 IxI I R-11 Frame Wall Suite P5 12 Wall Wood 102 0.091 90 90 X11 I R-11 Frame Wall Suite P5 13 Door None 21 0.581 90 90 XII I Hollow Metal Door Suite P5 14 1 all JWood 208 0.091 1 270 90 IX R-11 Frame Wall Suite P4 15 all ood 70 0.091 1 180 90 IXII I R-11 Frame Wall Suite P4 16 all Wood 136 1 0.088 1 90 90 lxlI IR-11 Demising Wall Suite P4 17 Wall Wood 85 1 0.088 1 0 90 IX 1 IR-11 Demising Wall Suite P4 18 Wall Wood 119 1 0.091 1 90 90 1XII 1 R-11 Frame Wall Suite P4 19 Door Norte 21 1 0.581 1 90 1 90 IXjl I Hollow Metal Door Suite P4 20 Roof (Wood 11,276 1 0.041 1 180 1 0 1 X I I R-19 Roof/Acoustic Ceiling Suite P4 FENESTRATION SURFACES Site Assembled Glazing Check box if Building is- 100.000 sgft of CFA and-10,000 sqft vertical glazing then NFRC Certification is required. Follow NFRC 100-SB Procedures and submit NFRC Label Certificate Form. # Type Area U-Fac. Act.Azm. SHGC Glazing Type Location/Comments 1 indow 140 1.190 270 0.83 Single Clear Glass uite P6 2 endow 160 1.190 0 0.83 Single Clear Glass uite P6 3 Window 1 170 1.190 45 0.83 Single Clear Glass uite P6 4 Window 1 80 1.190 270 0.83 Si le Clear Glass uite P5 5 Window 1 160 1.190 270 0.83 Single Clear Glass uite P4 6 Window 1 160 1.190 270 0.83 ISingle Clear Glass uite P3 Front 7 Window 1 280 1.190 225 0.83 1 Single Clear Glass uite P2 8 Window 1 100 1 1.190 1 225 0.83 Si le Clear Glass uite P1 9 Windaw 1 140 1 1.190 1 180 0.83 Single Clear Glass uite P1 10 Windaw 140 1.190 90 1 0.83 Single Clear Glass uite P1 EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. H 1 None 0.76 1 10.0 14.0 4.0 0A 4.0 4.0 2 None 0.76 1 10.0 16.0 4.0 0.1 4.0 4.0 3 None 0.76 1 10.0 17.0 1 4.0 0.1 4.0 4.0 4 None 0.76 1 10.0 8.0 4.0 0.1 4.0 4.0 5 None 0.76 1 10.0 16.0 4.0 0.1 4.0 4.0 6 None 0.76 10.0 16.0 4.0 0.1 4.0 4.0 7 None 0.76 10.0 28A 4.0 0.1 4.0 4.0 8 None 0.76 10.0 10.0 4.0 0.1 4.0 4.0 9 None 0.76 10.0 14.0 4.0 0.1 4.0 4.0 10 None 0.76 10.0 14.0 4.0 0.1 4.0 4.0 1 I I C EnergyPro 3.1 By EnergySoft User Number. 1645 Job Number.040907-P Page:6 of 23 ENVELOPE COMPLIANCE SUMMARY Performance ENV-1 PROJECT NAME DATE Shop Building R- Lake Elsinore Market Place 2/3/2005 OPAQUE SURFACES Solar Surface Framing Act. Gains #I Type I Type Area U-Fac. Azm. Tilt Y/N Form 3 Reference Location I Comments 21 Wall Wood 1299 0.091 1 270 90 IXII IR-11 Frame Wall Suite P3 Front 22 Roof Wood 1 761 1 0.041 1 180 I 0 IXII I R-19 Roof/Acoustic Ceiling Suite P3 Front 23 Wall Wood 1340 1 0.088 90 90 IXII I R-11 Demising Wall Suite P3 Rear 24 Wall Wood 1 85 1 0.088 0 90 IXII I R-11 Demising Wall Suite P3 Rear 25 Wall Wood 85 0.088 180 90 x 11 1 R-11 Demising Wall Suite P3 Rear 26 Wall Wood 81 0.091 90 90 IXII I R-11 Frame Wall Suite P3 Rear 27 Door None 21 0.581 1 90 90 IXII I Hollow Metal Door Suite P3 Rear 28 Roof Wood 1740 1 0.041 1 180 0 IXII IR-19 Roof/Aooustic Ceiling Suite P3 Rear 29 all Wood 13115 1 0.091 1 225 90 IXII 1 R-11 Frame Wall Suite P2 30 all ood 1 85 1 0.091 1 45 90 IXII I R-11 Frame Wall Suite P2 31 Wag Wood 1207 1 0.091 90 1 90 IXII I R-11 Frame Wall Suite P2 32 Door None 21 0.581 90 1 90 IXII I Hollow Metal Door Suite P2 33 lRoof Wood 1,134 0.041 180 0 IXII I R-19 Roof/Acoustic Ceiling Suite P2 34 lWall ood 233 1 0.091 1 225 90 XII IR-11 Frame Wall Suite P1 35 Wall Wood 263 0.091 1 180 90 X11 IR-11 Frame Wall Suite P1 36 lWall Wood 85 0.091 1 270 90 I ! R-11 Frame Wall Suite P1 37 Wall Wood 525 0.091 1 90 90 XII I R-11 Frame Wall Suite P1 38 Roof !Wood 11,076 0.041 1 180 0 X11 R-19 Roof/Acoustic Ceiling Suite 131 I FENESTRATION SURFACES Site Assembled Glazing Check box ff Building is>=100,000 sqft of CFA and>=10,000 sqft vertical glazing then NFRC Certification is required. Follow NFRC 100SB Procedures and submit NFRC Label Certificate Form. a Type jArea -Fac. Act. Azm. SHGC Glazing Type Location/Comments EXTERIOR SHADING Window Overhang Left Fin Right Fin ## Exterior Shade Type SHGC H t. Wd. Len. H t. LExt RExt. Dist. Len. Hgt. Dist. Len. Code*Run Initiation Time: 02103105 1 SaOl Run Energyft 3.1 By EneWSoft User Number.1645 Job Number.040907-P Page:7 of 23 CERTIFICATE OF COMPLIANCE Performance . MECH: PROJECT NAME DATE Shop Buildin 'P'- Lake Elsinore Market Place 2/3/2005 SYSTEM FEATURES MECHANICAL SYSTEMS SYSTEM NAME DHW Heater Suite PS-7.5 Ton A//C Suite P5-4 Ton A//C NOTE TO FIELD TIME CONTROL Na Programmable Switch Programmable Switch SETBACK CONTROL Na Heating&Cooling Required Heating 8 Cooling Require ISOLATION ZONES Na Na Na HEAT PUMP THERMOSTAT? Na Na n/a ELECTRIC HEAT? Na Na n/a FAN CONTROL Na Constant Volume Constant Volume VAV MINIMUM POSITION CONTROL? Na No No SIMULTANEOUS HEAT/COOL? Na No No HEATING SUPPLY RESET Na I Constant Tern Constant Temp COOLING SUPPLY RESET Na Constant Temp Constant Temp HEAT REJECTION CONTROL Na Na Na VENTILATION Na Air Balance Air Balance OUTDOOR DAMPER CONTROL Na Auto Auto ECONOMIZER TYPE Na Fixed Temp(Integrated) No Economizer DESIGN OA CFM MECH-3 COLUMN I Na 752 cfm 556 cfm HEATING EQUIPMENT TYPE Electric Res Gas Furnace Gas Furnace • HEATING EQUIPMENT EFFICIENCY 99% 83%AFUE 80%AFUE COOLING EQUIPMENT TYPE Na Packaged DX Packaged DX COOLING EQUIPMENT EFFICIENCY Na 11.0 EER 13.0 SEER/11.0 EER Chronomite Instant WH Carrier 48HJD008-A/C Carrier 48HJD005-A/C MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? Yes Yes Yes PIPEIDUCT INSULATION PROTECTED? Yes Yes Yes HEATING DUCT LOCATION R-VALUE Na Na Duds in Attic 4.2 Ducts in Attic 4.2 ' COOLING DUCT LOCATION R-VALUE Na Na Duds in Attic 4.2 Ducts in Attic 4.2 VERIFIED SEALED DUCTS IN CEILINGIROOF SPACE Na No No CODE TABLES:Enter code from table below into columns above. HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? IS:Prog.Switch H:Heating Enter Number of I:Inlet Vanes O:Occupancy C:Cooling Isolation Zones. P:Variable Pitch VAV MINIMUM POSITION CONTROL? Sensor B:Both V:VFD SIMULTANEOUS HEAT/COOL? Y:Yes�,IM:Manual Timer O:Other C:Curve N:No HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM HIGH EFFICIENCY? B:Air Balance A:Auto A:Air Enter Outdoor Air PIPE INSULATION REQUIRED? C:Outside Air Cert. G:Gravity :Water CFM. M:Out.Air Measure N:Not Required Note:This shall be no PIPEIDUCT INSULATION PROTECTED? D:Demand Control EC:Economizer less than Col.H on SEALED DUCTS IN CEILINGIROOF SPACE? N:Natural Control See Section MECH-3. 144eINOTES TO FIELD-For Building Department Use Only Run Initiation Time: 02/03/05 15:01:45 Run Code: 1107471705 I EnMyPm 3.1 By EneWSoft User Number.1645 Job Number:040907-P Page:8 of 23 CERTIFICATE-OF COMPLIANCE Performance MECH-1 PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 YSTEM FEATURES MECHANICAL SYSTEMS SYSTEM NAME Suite P4-5 Ton A/C Suite P3(Front)-4 Ton A/C Suite P3(Rear)-3 Ton A/C NOTE TO FIELD TIME CONTROL Programmable Slvitch Programmable Switch Programmable Switch SETBACK CONTROL Heating&Cooling Requiredl Heating&C ling Re uired Heating&Cooling Require ISOLATION ZONES n/a n/a n/a HEAT PUMP THERMOSTAT? rda n/a n/a ELECTRIC HEAT? n/a n/a n/a FAN CONTROL Constant Volume Constant Volume Constant Volume VAV MINIMUM POSMON CONTROL? No No No SIMULTANEOUS HEAT/COOL? No I No No HEATING SUPPLY RESET Constant Temp Constant TemD Constant Tem COOLING SUPPLY RESET Constant Temp Constant Temp Constant Temp HEAT REJECTION CONTROL n/a n/a n/a VENTILATION Air Balance Air Balance Air Balance OUTDOOR DAMPER CONTROL Gravity Gravity Gravitv ECONOMIZER TYPE No Economizer No Economizer No Economizer DESIGN OJL CFM MECH 3 COLUMN I 638 cfm 380 cfm 370 cfm HEATING EQUIPMENT TYPE Gas Furnace Gas Furnace Gas Furnace • HEATING EQUIPMENT EFFICIENCY 80%AFUE 80%AFUE 80%AFUE COOLING EQUIPMENT TYPE Packaged DX Packaged DX Packaged DX COOLING EQUIPMENT EFFICIENCY 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER 13.0 SEER/10.0 EER Carrier 48HJD006-A/C Carrier 48HJD005-A/C Carrier 48HJD004-A/C MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? Yes Yes Yes PIPEIDUCT INSULATION PROTECTED? No No No HEATING DUCT LOCATION I R-VALUE Duds in Attic 42 Duds in Attic 4.2 Ducts in Attic 4.2 COOLING DUCT LOCATION R-VALUE Ducts in Attic 4.2 Duds in Attic 4.2 Duds in Attic 4.2 VERIFIED SEALED DUCTS IN CEILINGIROOF SPACE No No No CODE TABLES:Enter code from table below into columns above. HEAT PUMP THERMOSTAT? I TIME CONTROL I SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? ,is:Prog.Switch H:Heating Enter Number of 1:Inlet Vanes O:Occupancy C:Coaling Isolation Zones. P:Variable Pitch VAV MINIMUM POSITION CONTROL? I Sensor B:Both V:VFD SIMULTANEOUS HEAT/COOL? Y:Yes M:Manual Timer O:Other C:Curve N:Ho HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM HIGH EFFICIENCY? B:Air Balance A:Auto A:Air Enter Outdoor Air PIPE INSULATION REQUIRED? C:Outside Air Cert G:Gravity :Water CFM. M:Out Air Measure N:Not Required Note:This shall be no PIPE/DUCT INSULATION PROTECTED? D:Demand Control EC:Economizer less than Col.H on N:Natural Control See Section MECH-3. SEALED DUCTS IN CEILINGIROOF SPACE? j 144 e 3 [NOTES TO FIELD-For Building Department Use Only Run Initiation Time: 02/03/0516: 1:45 Run Code: 1107471705 EnergyPro 3.1 By EnergySoft User Number. 1645 Job Number.040907-P Page:9 of 23 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME DATE Shop Buildin 'P'- Lake Elsinore Market Place I 2/3/2005 7 .STEM FEATURES MECHANICAL SYSTEMS SYSTEM NAME Suite P2-5 Ton A/C I Suite P1-5 Ton A/C NOTE TO FIELD TIME CONTROL Programmable Switch Programmable Switch SETBACK CONTROL Heating&Cooling Required Heating&Coolin Required ISOLATION ZONES n/a n/a HEAT PUMP THERMOSTAT? n/a I I n/a ELECTRIC HEAT? n/a n/a FAN CONTROL Constant Volume Constant Volume VAV MINIMUM POSITION CONTROL? No No SIMULTANEOUS HEATICOOL? No No HEATING SUPPLY RESET Constant Temp Constant Temp COOLING SUPPLY RESET Constant Temp Constant Temp HEAT REJECTION CONTROL n/a n/a VENTILATION Air Balance Air Balance OUTDOOR DAMPER CONTROL Gravity Gravity ECONOMIZER TYPE No Economizer No Economizer DESIGN OA CFM MECH3 COLUMN I 567 cfrn 538 cfrn HEATING EQUIPMENT TYPE Gas Furnace Gas Furnace • HEATING EQUIPMENT EFFICIENCY 80%AFUE 80%AFUE COOLING EQUIPMENT TYPE Packaged DX Packaged DX COOLING EQUIPMENT EFFICIENCY 13.0 SEER/11.0 EER 13.0 SEER/11.0 EER Carrier 48HJD006-A/C Carrier 48HJD006-A/C MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? Yes r Yes PIPEIDUCT INSULATION PROTECTED? No No HEATING DUCT LOCATION I R-VALUE Ducts in Attic 4.2 Ducts in Attic 4.2 COOLING DUCT LOCATION R-VALUE Ducts in Attu 4.2 Duds in Attic 4.2 VERIFIED SEALED DUCTS IN CEILINGIROOF SPACE No No CODE TABLES:Enter code from table below into columns above. HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S:Prog.Switch H:Heating Enter Number of I:Inlet Vanes O:Occupancy C:Cooling Isolation Zones. P:Variable Pitch VAV MINIMUM POSITION CONTROL? Sensor B:Both V:VFD SIMULTANEOUS HEAT/COOL? Y:Yes M:Manual Timer 0:Other C:Curve �, HEAT AND COOL SUPPLY RESET? N:No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM HIGH EFFICIENCY? B:Air Balance A:Auto A:Air Enter Outdoor Air PIPE INSULATION REQUIRED? �,C:Outside Air Cent. G:Gravity :Water CFM. M:Out Air Measure N:Not Required Note:This shall be no PIPE/DUCT INSULATION PROTECTED? D:Demand Control EC:Economizer less than Col.H on SEALED DUCTS IN CEILINGIROOF SPACE N:Natural Control See Section MECH-3. 144e3 INOTES TO FIELD-For Building Department Use Only 40, . I Run Initiation Time: 02/03/05 15:01:45 Run Code: 1107471705 EnergyPro 3.1 By Eneny/Soft User Plumber: 1645 Job Number.040907-P Page:10 of 23 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 HILLER AND TOWER SUMMARY A PUMPS Tot Motor Drive Pump Equipment Name Equipment Type City. Efficiency Tons City GPM BHP Eff. Eff. Control I � I 1QKW/BOILER SUMMARY a I r I N Energy Factor Standby TANK INSUL. Rated Vol. or Recovery Loss or Ext. System Name System Type Distribution Type City Input (Gals.) Efficiency Pilot R-Val. Chronomite Instant WH instant Elec Pipe Insulation 7 10,329 01 0.96 Na n/a I d CENTRAL SYSTEM RATINGS HEATING COOLING Aux. System Name System T Ci Output I kW Eff. Output Sensible Efficiency Economizer Type NCarrier 48HJD008-A/C packaged DX 1 100,000 10.4 83%AFUE 90,000 69,80011.0 EER Fixed Temp(Integrate( ) !,Carrier 48HJD005-A/C Packaged DX 2 59,0401 3.7180%AFUE 48,000 37,50 13.0 SEER/11.0 EER No Economizer :Carrier 48HJD006-A/C Packaged DX 1 3 59,040i 7.5 80%AFUEI 60,000 47,20 13.0 SEER!11.0 EER No Economizer 7r-amer 48HJD004-A/C I - Padca ed DX 1 59,201)j 0.0180%AFUE 36,000 27,50 13.0 SEER/10.0 EER No Economizer I I d I I ' I I I CENTRAL SYSTEM FAN SUMMARY FAN RETURN N I% Motor Drive Motor Drive System Name Fan Type Motor Location CFM BHP Eff. Eff. CFM BHP Eff. Eff. Carrier 48HJD008-A/C Constant Volume Draw-Through I 3,0001 1.30 82.5% 97.0% none pCarrier 48HJD005-A/C { Constant Volume Draw-Through 1,600 0.33 77.0% 100.0% none 9 'Carrier 48HJD00S A/C q Constant Volume G Draw-Through 2.000) 0.70, 77.0% 97.0% none N Carrier 48HJD004-A/C � �,Cortstant Volume N Draw-Through 1,200 0.33 77.0% 100.0% none Run Initiation s Tim • 02/ :01:4 Code: 1107471705 EnergyPro 3.1 By ErwrgySdt User Number. 1645 Job Number. 040907-P Page:11 of 23 MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2 PROJECT NAME DATE ShopBuildin 'P'- Lake Elsinore Market Place 2/3/2005 ONE TERMINAL SUMMARY VAV TERMINAL BOX TERMINAL FAN BASEBOARD Min.CFM Reheat Coil Motor Drive Zone Name —Sygtem T Ratio Type DeltaT CFM BHP Eff. Eff. Type Output I ( ' I I I I I EXHAUST FAN SUMMARY Motor Drive Motor Drive Room Name QtV. CFM BHP Eff. Eff. Room Name Qty. CFM BHP Eff. Eff. Run Initiation Time: 02/03/05 15:01:45 Run Code: 1107471705 Enwffft 3.1 By ErrergySott User Number. 1645 Job Number.040907-P Page:12 of 23 MECHANICAL VENTILATION MECH-3 PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 MECHANICAL VENTILATION o E@ 10 a a o © a a o 0 _ AREA BASIS OCCUPANCY BASIS REQ'D DESIGN COND. MIN. NO. CFM MIN. O.A. OUTDOO VAV TRANS - (MAX AREA CFM CFM OF PER CFM (MAX OF AIR MIN. FER (SF) PER SF (B x C) PEOP - PERSON (ExF) D OR G) CFM RATIO AIR Suite P6 1,503 0.50 752 752 752 Suite P6-7.5 Ton A11C Total 752 752 Suite P5 1,111 0.50 556 556 556 Suite P54 Ton A/1C Total 556 556 Suite P4 1,27 0. 638 638 638 Suite P4-5 Ton A/C Total 638 638 Suite P3(Front) 76 0.50 3801 380 380 Suite P3(Front)-4 Ton A/C Total 380 380 Suite P3(Rear) 74 0. 370 370 370 Suite P3(Rear}3 Ton A/C Total 370 370 Suite P2 1,134 0. 567 567 567 Suite P2-5 Ton A/C Total 567 567 AWF uite Pt 1,076 0. 538 I 538 538 Suite P1-5 Ton A/C Total 538 538 1 HK Minimum Ventilation Rafe per Section 121,Table 1 F. Based on Expected Number of Occupants or at least 50%of Chapter 10 1997 UBC Occupant Density. Must be greater than or equal to H.or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System✓i Room Exhaust Fans. Must be greater than or equal to(H minus 1),and,for VAV,greater than or equal to(H-J). EnergyPro 3-1 By EmwSoft User Number.1645 Job Number.040907-P Page:13 of 23 ENVELOPE MANDATORY MEASURES ENV-MM 'PROJECT NAME DATE Shop Building ?'- Lake Elsinore Market Place 2/3/2005 r DESCRIPTION Designer Enforcement §118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the Califomla Quality Standards for insulating material,Title 20,Chapter 4,Article d 3. I §118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24,Part 2. jLkj §117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked,gasketed,weatherstripped or otherwise sealed. ,r^ §11fi(b) Site Constructed Doors,Windows and Skylights shall be caulked between the unit and the building,and shall be weatherstripped(except for unframed glass doors and fire doors). UVI l^l §116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E.of the Standards. Manufactured h fenestration products must be labeled for U-value according to NFRC procedures. 'Al §118(e) Demising Wails in Nonresidential Buildings: The opaque portions of framed demising waits in nonresidential buildings shall have insulation with an installed R-value of no less than R-11 between framing members. I iI • EnergyPro 3.1 By EneWSott User Number: 1645 Job Number: 040907-P Page:14 of 23 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. n §115(a) Fan type central furnaces shall not have a pilot light. �9 §123 Piping,except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit,or within HVAC equipment,shall be insulated in accordance with Standards Section 123. X7 §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601,603 and 604 of the Uniform Mechanical Code. Controls §122(e) Each space conditioning system shall be installed with one of the following: §122(9)1A Each space conditioning system serving building types such as offices and manufacturing facilities(and all others not explicitly exempt from the requirements of Section 112(d))shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends;incorporate an automatic holiday"shut- off"feature that turns off all loads for at least 24 hours,then resumes the normally scheduled operation;and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or • §122(9)1B An occupancy sensor to control the operating period of the system;or X1 §122(e)1C A 4-hour timer that can be manually operated to control the operating period of the system. 11 dn_ §122(e)2 Each space conditioning system shall be Installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint I✓X §122(g) Each space conditioning system serving multiple zones with a combined 4 conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feed shall be provided with isolation devices,such as valves or damp ers,that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas;and shall j be controlled by a time control device as described above. �XJ §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating,the control shall be adjustable down to 55 degrees F or lower. For cooling,the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling,the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. .,A� §122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit(F)and adjustable setpoint stops accessible only to authorized personnel. §112(b) Heat pumps shall be installed with controls to prevent electric resistance • supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPio 3.1 By EsergySaft User Number: 1645 Job Number. 040907-P Page:15 of 23 [MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME DATE = Shop Building ?'- Lake Elsinore Market Place I 2/3/2005 Description Designer Enforcement Ventilation n §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. ( V_^_l §122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. 'A( §122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside,except for combustion air openings. i §121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau(NEBB)Procedural Standards(1983),or Associated Air Balance Council(AABC)National Standards(1989);or F §121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings,and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by(1)the design mechanical engineer,(2)the installing licensed C-20 mechanical contractor,or(3)the person with overall responsibility for the design of the ventilation system;or §121(f)3 Outside Air Measurement:The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice;or ;X §121(f)4 Another method approved by the Commission. e Service Water Heating Systems ® §113(b)2 if a circulating hot water system is installed,it shall have a control capable of automatically turning off the circulating pump(s)when hot water Is not required. §113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. §113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves,and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves,and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-losing valves,and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute,and 0.25 gallonsicycle(circulating system). Sett-closing valves,and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute,and 0.50 gallonsicycle(non-circulating system). Self-closing valves,and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute,and 0.75 gallonslcycle(foot switches and proximity sensor controls). EneMyPro 3.1 By EnergySoft User Number. 1645 Job Number. 040907-P Page:16 of 23 JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY . ;PROJECT NAME DATE Shop Building F- Lake Elsinore Market Place 2/3/2005 YSTEM NAME FLOOR AREA Suite P6- 7.5 Ton A//C 1,503 NGINEERING CHECKS SYSTEM LOAD Number of Systems Al COIL COOLING PEAK IICOILHTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 100.000 Total Room Loads 1 2,970 56,470 8,748 2,382 49,544 Total Output(Btuh) 100,000 Return Vented Lighting 0 Output(Btuh/sgft) 66.5 Return Air Ducts 282 248 .Cooling System Return Fan 0 0 Output per System 90,000q1 Ventilation 752 18,377 2,538 752 37,096 Total Output(Btuh) 90,000 Supply Fan 0 0 Total Output(Tons) ` 7.5 Supply Air Ducts 282 248 Total Output(Stuh/sgft) 59.9 TOTAL SYSTEM LOAD 1 75,4121 11.2861 87,136 Total Output(sgR/Ton) 200.4 'Air System HVAC EQUIPMENT SELECTION I CFM per System 3,000� Airflow(cfm) 3.000 Carrier 48HJD008 A/C 75,977 11,289 100,000 Airflow(cfm/sgft) 2.001 10.4 kW Supplemental Electric 0 Airflow(cfmlTon) � 004 0 ` Total Adjusted System Output Outside Air(96) 25.0 (Adjusted for Peak Design Conddlons) 75,9-n 11,289 100,000 ii Outside Air(cfm/sgft) 0.50i� TIME OF SYSTEM PEAK Jul 4 pm Jan 12 am J Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0OF 57.9OF 90.3OF 90.3OF 90.3OF O Supply Air Ducts Outside Air 752 cirri Heating Coil Aux.Heat Coil Supply Fan 90.2OF 30flo ctrn ROOMS 69.9 OF 70.0 OF Retum Air Ducts ` OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 99.8/72.3 of 82.0/66.6OF 57.5/56.7 of 57.5/56.7 OF Supply Air Ducts Outside Air 752 Chn Coding Cod Supply Fan 57.5/56.7 OF 3000 ctm 53.7% R.H. ROOMS 76.1/64.3 of 76.0/64.2 OF Return Air Ducts I EnwWPro 3.1 By E.WSoft User Number. 1645 Job Number. 040907-P Page:17 of 23 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 YSTEM NAME FLOOR AREA Suite P5-4 Ton A//C 1,111 ENGINEERING CHECKS SYSTEM LOAD [Number of Systems 1 'I COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible - 9 1 j Output per System I 59,040r Total Room Loads 1,598 26,443 6,609 806 15,846 Total Output(Btuh) 59,040i Return Vented Lighting 0 i' Output(Btuh/sgft) ��53 i Return Air Ducts 132 79 Cooling System I Return Fan 0 0 I Output per System 48,000� Ventilation 556 14,162 -177 556 27,440 Total Output(Btuh) 48,000 i Supply Fan 0 0 Total Output(Tons) 4.0 Supply Air Ducts 132 79 Total Output(Btuh/sgft) 43.2 TOTAL SYSTEM LOAD 1 ao 872 6.4331 43 444 I Total Output(sgft(Ton) 277.8� Air System HVAC EQUIPMENT SELECTION CFM per System 1,600 Airflow(cfm) I 1. I Carrier 48HJ�5-A/C 40,899 6,678 59,040 3.7 kW Supptemental Electric 0 Airflow(cfm/sgft) 1.44 d Airflow(cfm/Ton) 400.0 111 Total Adjusted System Output Outside Air(96) 34.7 (Adjusted ror Peak Design Conditions) 1 40,899 6,678 59,040 —"! Outside Air(cfm/sgft) 0.50. OF SYSTEM PEAK Jul 4 m Jan 12 am TIME STEM Note:values above given at ARI conditions r EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0OF 53.3OF 89.10F 89.1OF 89.1OF O Supply Air Ducts Outside Au 556 dm 89.1 OF Heating Coil Aux.Heat Coil Supply Fan 1600 cfrn ROOM S �I 70.0 OF d 70.0 OF Return Air Ducts I DOLING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Cooling Peak 99.8/72.3 of 83.7/67.9 OF 58.9/58.1 OF 58.9/58.1 OF Supply Air Ducts Outside Air I w 556 cfm Cooling Cal Supply Fan 58.9/58.1 of 1600 drn 59.5% R.H. ROOMS 75.1/65.1 of 75.0/65.0 OF Return Air Ducts EnergyPro 3.1 By EaergySoft User Number. 1645 Job Number: 040907-P Page:18 of 23 JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 YSTEM NAME FLOOR AREA Suite P4-5 Ton A/C 1,276 NGINEERING CHECKS SYSTEM LOAD Number of Systems t!� COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible i Output per System 59,04014 Total Room Loads 1,994 35,913 7,427 1,575 21,510 Total Output(Btuh) 59.E I Return Vented Lighting 0 Output(Btuh/sgft) I 46.3i? Return Air Ducts 180 108 SCooling System ;;� Return Fan 0 0 Output per System 60,000 I Ventilation 638 15,603 609 638 31,512 Total Output(Btuh) ! 60,00011 Supply Fan o 0 Total Output(Tons) 5.0 l Supply Air Ducts 180 108 Total Output(Btuh/sgR) 47.0 TOTAL SYSTEM LOAD 51 883 8 036 53 237 h Total Output(sgft/Ton) 255.2� I Air System w HVAC EQUIPMENT SELECTION CFM per System 2,000;' Airflow(cfm) 2,00W'1 Carrier 48HJD006-A/C 51,985 7,229 59,040 Airflow(cfmisgft) 1 571.J 17.5 kW Supplemental Electric 0 Airflow(cfmrron) 400.0i f 1 Total Adjusted System Output Outside Air(96) 31.9 '1 51,985 7,229 59,040 (Ad�Csted for Peak Design Conditions) Outside Air(cfm/sgft) 0.50 i� TIME OF SYSTEM PEAK Jul 4 pm Jan 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22-0 of 54.7 of 83.3 of 83.3 of 83.3 OF Supply Air Ducts Outside Air 638 dm Heating Cod Aux.Heat Coil Supply Fan 83.3 OF 10 20W�, ROOMS 69.9 OF 70.0 of Retum Air Ducts OOUNG SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 99.8/72.3 of 83.7/67.7 of 58.4/57.6 of 58.4/57.6 of Supply Air Ducts low "111 Outside Air qw 638 dm Cooling Col] Supply Fan 58.5/57.7 of 2000ctn 56.2% R.H. ROOMS 76.1/65.0 of 76.0/65.0 of • Return Air Ducts I EnergyPro 3.1 8y EnergyW User Number. 1645 Job Number. 040907-P Page:19 o 223 FHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE + Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 YSTEM NAME FLOOR AREA Suite P3 Front -4 Ton A/C 761 NGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System I CFM ISensiblel Latent CFM Sensible Output per System 59,040 Total Room Loads 1,432 27,335 4,527 652 16,335 Total Output(Btuh) 59,040° Return Vented Lighting 0 Output(Btuh/sgft) 77.6' Return Air Ducts 137 82 I,(;Cooling System Return Fan 0 0 #i Ventilation 380 9,699 1,985 380 18,795Output per System 48,000i� Total Output(Btuh) 48,000;' Supply Fan 0 0 J Total Output(Tons) I 4.0, Supply Air Ducts 137 82 { Total Output(Btuh/sgft) 63.1 TOTAL SYSTEM LOAD 37,3181 6.5112 35 293 Total Output(sgftfTon) 190.21 Air System HVAC EQUIPMENT SELECTION CFM per System 1,600a� Airflow(cfm) 1,600 Carrier 48HJD005-A/C 40,533 5,435 59,040 Airflow(cfm/sgft) ! 2.tOt 3.7 kW Supplemental Electric 0 i Airflow(cfm/Ton) 00'� Total Adjusted System Output Outside Air(%) 23•81 (Adjusted for Peak Design Conditions) 1 40,533 5.435 1 59,040 Outside Air(cfm/sgft) 0.501 TIME OF SYSTEM PEAK Jul 4 pm Jan 12 am Note:values above given at ARi conditions I, ]HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF 58.5 OF 94.4 OF 94.4 OF 94.4 OF O Supply Air Ducts Outside Air `p 380 cam Heating Coil Aux.Heat Coil Supply Fan 94.3 OF 1600 cfm ROOMS 70.0 OF 70.0 OF Return Air Ducts I 11 DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak I 99.8!72.3 of 81.01 65.8OF 56.4!55.7 OF 56.4/55.7 OF Supply Air Ducts Outside Air =C= 380 cfm Cooing Cal Supply Fan 56.5/55.7 OF 1600 cfm 53.5% R.H. ROOMS 75.1!63.4 of 75.0/63.3 OF • Retum Air Ducts ' EneWPro 3.1 By EnergySoft User Number. 1645 Job Number. 040907-P Page:20 of 23 JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 �YSTEM NAME FLOOR AREA Suite P3 Rear -3 Ton A/C 740 NGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM TSensiblel Latent CFM I Sensible Output per System 59,200 Total Room Loads 913 14,847 4,402 231 7,876 Total Output(Btuh) 59,200 Return Vented Lighting 0 Output(Btuh/sgft) 80.0p4 � Return Air Ducts 74 39 11;Cooling System Return Fan 1 0 0 Output per System 36,000 Ventilation 370 9,887 -179 370 18,283 Total Output(Btuh) 36,000� Supply Fan 0 0 i Total Output(Tons) 3.01 Supply Air Ducts 74 39 Total Output(Btuh/sgft) 48.61 TOTAL SYSTEM LOAD 2418831 4,2231 26 237 Total Output(sgftrron) 246.7 Air System � HVAC EQUIPMENT SELECTION CFM per System 1,200 Airflow(cfm) 1,2001 Camer 48HJD004 A/C 29,547 5,825 59,200 Airflow(cfmisgft) 1.62 Airflow(cfm/Ton) 400.0 547 8(96) I Total Adjusted System Output Outside Air 30 5,825 59,200 7•11 i (Adprs,'=d for Peat Design Conditions) 29,- i Outside Air(cfmisgft) 0.50 TIME OF SYSTEM PEAK Jul 3 pm Jan 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 of 55.2 of 103.10F 103.1 of Supply Air Ducts Outside Air 370 cfrlt 103.0 OF Heating Coil Suppn,Fan 1200 cfm ROOMS 70.0 OF 70.0 OF Return Air Ducts 9 DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0/72.6 of 83.1/67.8 of 59.2/58.4 of 59.2/58.4 of 10, P` s Supply Air Ducts Outside Air 370 dm cook9 Coil Supply Fan 59.2/58.5 OF 1200 dn1 59.7% R.H. ROOMS 75.1/65.1 of 75.0/65.1 of Return Air Ducts EneWR.3.1 By ErtergySoft User Number: 1645 Job Number. 040907-P Page:21 of 23 JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY (,PROJECT NAME DATE Shop Building 'P'- Lake Elsinore Market Place 2/3/2005 YSTEM NAME FLOOR AREA Suite P2-5 Ton A/C 1,134 NGINEERING CHECKS JISYSTEM LOAD Number of Systems t10 COIL COOLING PEAK I COIL HTG. PEAK l I.Heating System I CFM ISensiblal Latent I CFM I Sensible Output per System 59,040 Total Room Loads 1,849 40,863 5,88 1,647 25,352 Total Output(Btuh) 59,040il Return Vented Lighting 0 Output(Btuh/sgft) 52.1�, Return Air Ducts 204 127 PCooling System ;� Return Fan 0 0 Output per System 60,00011 Ventilation 567 10,940 -1,049 567 28,000 Total Output(stun) I 60,000 Supply Fan 0 0 Total Output(Tons) 5.0 1 Supply Air Ducts 204 127 Total Output(Btuh/sgft) 52.9 TOTAL SYSTEM LOAD - 52,214 4,832 521605 Total Output(sgft/Ton) 226.8 Air System HVAC EQUIPMENT SELECTION CFM per System 2,000 Airflow(cfm) 2,000 Carrier 48HJD006-A/C 55.563 2,903 59,040 Airflow(cfm/sgft) 1.76i 7.5 kW Supplemental Electric 0 � Airflow(cfm/Ton) 400.0 Total Adjusted System Output Outside Air(%) 28.4 (Ad)usmd for Peak Design Conditions) 1 55,563 1 59,040 Outside Air(cfm/sgft) 0.501 TIME OF SYSTEM PEAK Sep 4 pm F Jan 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF 56.3 OF 85.0 OF 85.0 OF 85.0 OF O Supply Air Ducts Outside Au 567 tfiTt Heating Coil Aux.Heat Coil Supply Fan 84.9°F 2000 cfn ROOMS 69.9 OF 70.0 OF Retum Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 96.8/69.5 OF 83.4/66.0 OF 56.4/55.5 OF 56.4/55.5 OF Supply Air Ducts Outside Air 567 dm Cooling Coil Supply Fan 56.5/55.5°F 2000cfm 48.0% R.H. ROOMS 78.1/64.2 of 78.0/64.2 OF Return Air Ducts I EneWPro 3.1 By EneMySo8 User Number: 1645 Job Number. 040907-P Page:22 of 23 JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Shop Building ?'- Lake Elsinore Market Place 2/3/2005 �YST:M NAME FLOOR AREA Suite P1-5 Ton A/C 1,076 NGINEERING CHECKS SYSTEM LOAD ®Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 59,040 Total Room Loads 2,000 41,876 5,637 2,086 33,532 Total Output(Btuh) 59.040`� Return Vented Lighting 0 N Output(Btuh/sgft) 54.9 Return Air Ducts 209 168 ,,Cooling System Return Fan 0 0 Output per System 60,000 Ventilation 538 12,134 127 538 26,557 Total Output(Btuh) 60,000 Supply Fan 0 0 Total Output(Tons) 5.01 Supply Air Ducts 209 168 Total Output(Btuh/sgft) 55.8 TOTAL SYSTEM LOAD 1 54,4481 5 366 60 424 Total Output(sgftr ron) 215.2 :Air System HVAC EQUIPMENT SELECTION CFM per System 2,0001� a Airflow(cfm) I 2�i� ,Carrier 48HJD006-A/C 54,456 2,964 59.040 d 1 7.5 kW Supplemental Electric 0 Airflow(cfrn/sgft) P 1.86. Airflow(cfmJTon) 400.0'� Outside Air(%) 9 Total Adjusted System Output 54 456 2,964 �'' (Ad ssmd for Peak Design Conditions) 59,040 Outside Air{cim/sgft) 0.50 TIME OF SYSTEM PEAK Sep 3 pm Jan 12 am Note:values above given at ARI conditions y EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF 57.0 OF 85.7 OF 85.7 OF 85.7 OF 310 Supply Air Ducts Outside Air 538 cfrn Heating Cod Aux.Heat Coil Supply Fan 85.6 OF 2DDO cfm ROOMS 70.0 OF 69.9 OF I Retum Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Coolie Peak 98.0/69.8 OF 82.0165.2 OF 55.6154.7 OF 55.6/54.7 OF __ Supply Air Ducts Outside Air 538 cfm Cooing C00 Supply Fan 55.7/54.7 OF g 20DOdi' 49.8% R.H. ROOMS 76.1163.2 OF 76.0/63.1 OF Return Air Ducts I EnergyPro 3.1 By EnergySoft User Number: 1645 Job Plumber. 040907-P Page:23 of 23