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10179573_5314 W. 3RD - Plan
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05 forms/Bldg.App.Worksheet PROJECT ADDRESS: 253 14 ./. rbe{ 40-SUITE:SAPIN #10179973 USE OF BUILDING: CRESIDENTIA COMMERCIAL INDUSTRIAL OTHER .MASTERID# NATURE OFWORK: NEW ADD q··X[72@ DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TERATION. 1ST FL., SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL.. SF PATIO/ENCE PATIO: SF BLDG. HEIGHT: TOTAL OF OTHER FLS:SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT:SF ALTER/T. I.:SF JOB DESCRIPTION (non-residential projects see reverse side ofthis application)': MOD·f -0044 540,r (payl.dS20 7.11·ek, 4,61 k .. BUILDING OWNER'S NAME:PHONE NOl-ennY Tran 7/4 -623 -3/ q g ADDRESS:CITY:STATE·ZIP. -E-3 / 4 v. -3 r.1 6.P-54&61- A*a CA 1-276)»- TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO:5hl 6,1- /1<104 7 17£ Dll ADDRESS CITY:STATE:ZIP 2 | GY 4/ Al'r. PL/ A| Jf *9 4/14 *Puff CA.9 2-miI- WORKERS COMP. POLICY# 96,7344-704 EXP. DATE: 9//1/3 INSURANCE COMPANY 7.kri' 6£4 SANTA ANA BUS. LlC. # ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO ADDRESS:CITY:STATE ZIP: CONTACT NAME: RAN,1-1 Da tj PHONE NO: 714-924- 4764 E-MAIL ADDRESS:44aiti @,Solort; N · Covi OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP RECEIPT #·P/C FEE PD $ TYPE OF CONSTR:VALUATION: $SUBMITTAL DATE FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT : YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage U Awnings U Canopy U Card readers U Ceiling work CJ Change of occupancy (use) E Disabled accessible (H/C) restrooms U Dust collector [3 Elevator shaft E Exterior doors or windows El Equipment pads C Interior demo E Kitchen equipment U Partition walls U Rated corridors U Rated shafts E Roof mounted equipment [3 Security bars U Screening for equipment U Skylights [J Stairs U Storefront/facade improvements 01 Storage racks or shelving over 5'-9" E Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprihklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRFSR· 5-5/9 1.M 3 iwl 54 TRACKING #: I© 19 9'5-7 b 2)/ 5-2524 DATE:k- 0-5-13 FOR PLANCHF.CK STATUS CALL (714) 647-5800 PI FARE INITIAL EACH ITEM BELOW 11_ 1.I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. -ID 2.I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Buildjng & Safety Division. 3D 3.I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. 32-4 I understand that I shall submit separate plans, applicatibns and plancheck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets JP 5.I understand that I shall visit the Public Works Department to verify whether a field inspection of the property is required. 1 understand that prior to ithe issuance of the Building permit I am requjred to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGREED TO BY APPLICAN -AGENT- Applicant's Signature Print Name COMF47- Do 61 Telephone Number 7 81- 1111- *LI Addreqq Fax FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1._ Planning Department 2._ Public Works Agency 3._ Fire Departmemt 4._ Police Department 5._ School District 6._ Health Department PERMIT TECHNICIAN Form 58: 3-26-04 7._ Tjtle 24 (Energy ) 8._ Title 24 (Disabled Access) 9._ Roof Mounted Equip. 10,_ List of Subcontr. 11._ Bldg. Pmt. Info. 12._ Summary of Appr. Reg. 13·_ FY Information 14._ Constr. Act. Reg. 15._ Res. Dev. Fees 16._SMIP 17._ Microfilming 18._ Const. Debris Recyc. 19._ FCWP Surcharge 20._ LOA/Owner-Builder Ver. ..0, WSolartity 3055 Clearview Way San Mateo, CA. 94402 [888)-SOL-C*TY (765-2489) www.solarcity·com F ECE,fVE *4tit U AUG 2 9 2013 August 26, 2013 City of Sarita Ana Project/Job # 927394 RE: COVER LETTER Project:Tran Residence 5314 W 3rd St Santa Ana, CA 92703 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from Solarfity. The attached structural calculations are based on site observations and design criteria listed below: Design Criteria: - Applicable Codes = 2010 CBC, ASCE 7-05, and 2005 NDS - Roof Dead Load = 10 psf (MP1, MP2) 9 psf (MP3) - Roof Live Load = 19 psf(MP1, MP2) 19 psf (MP3) - Ground Snow Load = 0 psf - Risk Category = II, Wind Speed = 85 mph, Exposure Category C - Solar modules = As indicated in attached drawings. On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the PV system and its supporting elements. After review it, was determined that the existing structure is adequate to carry the PV' system loading. The structural roof framing and the new attachments that directly supportthe gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2010 CBC. Please contact me with any further questions or concerns regarding this project. Sincerely, Stiharj Raghavan, P.E. Civil Engineer Main: 888.765.2489, x5470 email: sraghavan@solarcity.com 91%15 *O.075169 'g Digitally signed by Srihari Raghavan %40Lgi.99 Date: 2013.08.26 15:31:56 -07'00' r-1, 08.26.2013 4, Solartity 3055 Cleannew Way San Mateo, CA. 94402 (888)·SOL-CITY (765·2489) www solaicity com ORDER # Tran Residence - Job # 927394 TABLE OF CONTENTS CONTENT rd,Ave- 3- i / LE 039*1Ave .- Table Of Contents And 1/2-Mile Vicinity Map Project Information, Mounting Strudure &PV System Information Seismic Considerations Calculation Of Design Wind Loads And Uplift Calculations Calculation Of Roof Dead And Live Loads Structural Framing Analysis Mazard,A,>e,-riw... - - . -eli£1 2 .-.4 -· "-'-Rosita'riazard·Ave----- - .AV i.•A ·- --£ -i.,1* . fli.514#.r '·.ta-..I $ A............... bb' -US:. 4/W St--:,--Al'·52, a,Ill/,Ii '-'°·- --"'#Bli ME-. 3.9.64.·,-, ,;1+*I 59-,4 :44. rin,S 1-12*:*#*14 : 114.-.P-fQeD&"f E'ift 3 tX.31-00'/'*s:24197*@-9?rtil-11:i,..1 U .*£*915;843*ARDii.fllr.*0:E€*14141 j0-41 4; 4 li:.te, i it· 4 I =nigh.,.1.,ch---o> 2- 49-*---·. choone;,Xv# f'; -|1*- -kill.LBVJ.3ri.1J414ll'--=-„,-.,.-.*..":il,"P6--- .., -7 12...._1.....Ae:"i '1:ju92:SLCI•'f, 1,·¥41 ....Ir D ?34'51 rittir'12'*+01 Imit*26%'ti d#nfIvelal@Z.-L .i **4<t ;144 . = ; *,; *7 f... I E- -161.* ----9-1 Li-¥:.f'AM¢.',;1|·73Tija9 9,1 1 -"IN i.IB. Eht .1...4(/5- t 6 23....i CET-;'4¢U,#Th#*ii **Ar*-03:11311,9/*2641&/1115<Fe - If --O.9¢= I 1 I f.·f.,rh.. 4 ·a,r ._m - ,"' .-.7,1 JE-riti 10 4/'RS# 4 I. /ArI ·' · ..•1 1% 1 , i. . .., - -i ·-=e•-7€W,Hehderson·Pl T N --. :i. 'il@, hes.9: 24.. . ;:19 * i;4* 9. 'b. . < - 81 :2 . 47 4 5* 6 Ai;E=Fr tvo.%:IJ#6 f?.Rlif 141|FIEVIbilfill>:-*39:IZG Kiy?53..]3:STy.p,el·€66'" P eitic:2*47+4@@*9.*01.N DIW.·M@Iric·Dr-,4·,>th : el or" er .2 I ." i'ZIX'lw ... Mc . 1 .. ri- Rhjantls Dataling.d'c. EUTEFI 21€t's 1-- ilfill 2!y. , olar€ity SleekMountTM PV System Structural Design Software 08.26.2013 Version # 13.9 PROJECT INFORMATION Project Nkne TE@n Residence * _ ___ -AH:Santa Ana Job Number:927394 Building Code:2010 CBC ystem Size:_4.9 kW PV System Based On:2009 IBC/IRC 01*tomgr Name:Tran, Lenny ASCE Code:ASCE 7-05 Address:5314 W 3fd St _WI)g[ades Reg'd? NO, City/St*L Sahta Ana,CA Stamp.Reg'd?Yes .Zip Code 92703 By Designeri.Nirai Desai Latitude:33.746852 Calculations:Grady Koupal Longitude:-117.939138 Reyiewer:Srlhad-Ragh.ay-afl, p:¢. SC Office:Orange County EOR:Srihari Raghavan, P.E. MOUNTING STRUCTURE &PV SYSTEM INFORMATION Mounting Structure Information Risk Category SolarCity SleekMountM II EM.Systern Type Roofing Material Comp Roof Roof Slotie 24° Rafter Spacing 16" O.C. PV System Information Total Number of Modules 20 PV Module Orientation Landscape 529*ng_Ven.ts N0 Total Area of Array 264 sf PX.Module Width__ _ _ __3.3 ft PV Module Length 5.4 ft Attachment Type Minimum Eave End Setback Minimum Ridge Setback Comp Mount:Type C_ 5" 17' PV System Weight PV Module Weight 1 _.2.5 ps¥ PGrdware Assembly Weight- 1 0.5 psf Total PV System Weight 1 1 3 psf 1 SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS) Seismic Design Code ASCE 7-05 Latitude 33.7469 Longitude -117.9391 SRA at Short Period & 1 1.453 USGS SRA at ls Period Sl 0.513 USGS Sgilite Class AD IBC 1613.5.2 Seismic Design 'Ca'teqory SDC D USGS Seismic Check Required (Ss k Yes IBC 1613.1 0.49 & SDC 2 D)? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area Dead Load Weight PV System Weight 264 sf 3 psf 792 lbs Total Weight of PV System EV(PV)7921bs Weight of Roof on Existing Building Sum Area of MPs with PV 614 sf Portion of Roof Weight Area Dead Load Weight Roof 614 sf 10.0 psf 6,139 lbs Ceiling 614 sf 6.50sf 3,990 lbs ID®rior Walls (Top Half)396 sf 6.0 psf 2,379 lbs Exterior Walls (Top Half)396 sf 9,0 psf 3,568 lbs Net Weight of Roof Under PV W(exist)16,075 lbs Check % Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral 4.9% Force Resisting System W(PV)/ W(exigt) Increase Seismic Shear Load < 100/0, -> [OK] Note: Seismic base shear is directly proportional to roof weight. IBC Sect. 3404.4 l. CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code ASCE 7-05 Wi.d.C?esign Method 8-- 2 . Partially/Fully Enclosed Method " r- '' r Basic Wind Speed V 85 mph Fig. 6-1 Exposure Category U .(2 -_ a Section 6.5.6.3 Roof Style Gable Roof Fig. 6-118/C/D-14A/B Meah Roof Height q .h 25 ft Section 6.2 Effective Roof Slope 24° 16" O.C.Effdive Rafter Spacing Effective Wind Area (1 Module) A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz Igppgraphic Factor 1<Zt Wind Directionality Factor Kd Importance Factor I Velocity Pressure h 0.95 1.00 0.85 1-.0; qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) (I) 14.9 psf Table 6-3 Sedtion 6.5.7 Table 6-4 Table 6-1 Equation 6-15 Wind Pressure Ext. Pressure Coefficient (UP)-0.88 Fig. 6-118/C/D-14A/BGCu.(UP) Ext. Pressure Coefficient (Down)GCp teown}0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p=qh (Gep)Equation 6-22 Wind Pressure Up P(UP)-13.0 psf Wind Pressure Down P(down)10.0 psf ALLOWABLE ATTACHMENT SPACINGS (IN.) X-Direction Y-Direction Max Allowable Foot Spacing Landscape 64"39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Not-Staggered Max Standoff_Tributary Atea__ -Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net_Wind Uplift at Attachment __ _Tuactual -197 lbs Uplift Capacity OLAttachment T-allow 637 lbs Attachment demand/(fapacity DCR 31.0% CALCULATION OF ROOF DEAD AND LIVE LOADS - MOUNTING PLANE CATEGORY 1 Roof Dead Load Material Load Roof Category Description MP1, MP2 Roofinq Material -iComp Roof 5.0 ps-f # of Layers 2 UD*!layment Roofing Paper O.5 Dsf Plywood Sheathing Yes 1.5 psf Board iheathinq None 0.0 W Rafter Size and Spacing 2 x 6 @ 16 in. O.C.1.7 psf Vaulted Ceiling None 0.0 psf Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 10 psf (MP1, MP2)10.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load 4 20.0 0 Table 4-1 Member Tributary Area At £ 200 sf Roof Slope 5/12 Tributary Area Reduction Ri 1 Section 4.9 Sloped Roof Reduction 64 0,95 Section 4.9 Reduced Roof Live Load 0 4 = Lo (Rl) (RD Equation 4-2 Reduced Roof Live Load Lr 19 psf (MP1, MP2)19.0 psf Ceiling Dead Load Material Load f*ling Joist Size and Spacing 2 x 4 @ 16 in. O.C.1.1 psf Insulation Yes 1.4 psf Finish 1/2" Gypsum Board 2.2 psf Miscellaneews Miscellaneous Items 1.8 psf Total Ceiling Dead Load 6.5 psf CALCULATION OF ROOF DEAD AND LIVE LOADS - MOUNTING PLANE CATEGORY 2 Roof Dead Load Material Load Roof Catego-QDescripjon_ _--___ -MP3 Roofing Material Comp Roof 5,0 psf #-1 Layers 2underlayment-_I/L__ --_ ___-__ _____Roefing Paper - _0.5124_ plywood Sheathing Yes _-__1_,5 psf Board --heathing__ -- None,O-0 psf' Rafter -Slze.er@ Spg@g_ _ _ ___-_ __ _ _ _- _ __ __ __ __ 2 x 4 @ 24 in. O.Cr y.aujted.Cgi.ling __ __- __ + __ -- __ __- __ _____None _ __O,Q nsf Miscellaneous Miscellaneous Items 1..3 psf Total Roof Dead Load 9 psf (MP3)9.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load _ _ _ 4 20.0 psf __ _ _ Table 4-1 Member Tributary-Area _ _At £ 200 sf Roof Slope _-5/12 TribuM-ry Area Reduction Ri 1 Seetion 4,9 Sloped Roof Reduction R2 0.95 Section 4.9 Reduced Roof Live Load 1-1 4 = Lo (Rt) (RD Equation 4-2 Reduced Roof Live Load Lr 19 psf (MP3)19.0 psf 1* 1 Ceiling Dead Load Material Load Ceiling Joist Size and Spacing 2 x 4 @ 16 in. O.C.1.1 psf Insulation Yes 1.4 psf Finish 1/2" Gypsum Board 2.2 psf Miscellaneous ' 4 1. Miscellaneous It6¥16 1.8-psf Total Ceiling Dead Load 6.5 psf COMPANY PROJECT WoodWorks® SOF<WARF FOR WOOD DESIGN Aug. 8, 201320:35 mpl.wwb Design Check Calculation Sheet WeodWorks Sizer 10.0 Loads: Lead Type Distribution Pat- Location [ft]Magnitude Unit tern Start End Start End DL Dead Full Area Na 10.00 (16.0)+ ps'f RLL Live Parti:al Area Yes 8.75 10.92 19.00 (16.0)+ ps€ PVDL Dead P:artial Area No 2.17 8.75 3.00 (:16.0.)+ psf *Tributary Width (:.in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : - 12'-5.2" -1 0' 1' 10'-10.8" Unfattared : Dead 105 '87 Live 6 49 Factored: Total 111 136 Bearing: F'theta 490 490 Capacity 368Joist643 Supports 586 586 Anal/Des Jcist 0.17 0.37 Support 0..19 0.23 Load comb #2 #2 Lengch 0.50*0.50* Min reg' d 0.50*0.50* Cb 1.75 1.00 CD min 1.75 1.00 1.25 1.25Le 30>Part Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports Lumber-soft, S-P-F, No.1/No.2,2x6 (1-1/2"x5-1/2") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c, Total length: 12'-5.2"; Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN mpl.wwb WoodWorks® Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value: Design Value'Analysis/Design Shear fv =19 Fv' =135 1,7/ Fv' =0.14 Bending(+)fb = 408 Eb' m 1308 fb/Fb' =0.31 Bending(-)fb = 12 Fb" := 1170 fb/Fb' = 0.0'1 Deflection: Interior Live 0.03 - <5/999 0.55 -L/240 0.05 Total 0.:20 - L/677 0.74 =L/160 0'.27 Cahtil.Live -0.01 = <L/999 0.11 =1 /1 '0 6.06 Total -0.06: =L/213 0.15 =L/90 0.41 Additional Data: FACTORS:F/E(psi)CD CM Ct UL 'OF efu Cr 'efrt Ci Cn Le# Fv'135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb "+D -;/1.00 1.00 1.00 1.000 1.300 1.00 1.15 1:.00 1.00 - 2 Fb'-875 0.90 1.00 1.00 0.993 1.300 1.00 1.15 1.00 1.00 - 1 Ftp'425 -.1.00 1.'0-0 - - -1.00 1.00 - E'1.:·4 mil:lion 1.00 1..00. - - - - 1.00 1.,09 - 2 Emin'0.51 million 1.00 1.09 - -1.-,00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear :Le #2 = D+L, if =121, V design =105 lbs Bending(+) : LC #2 - D+L, M =257 lbs-Et Bending(-) :, DC #1 D only, M =7 lbs-ft Deflection: LC #2 = D+L (live) LC #2 = D+L (total) D=dead L=live S=snow W=wind I=impact Lr=reef live Le=con:Gentrated E-earthquake All Le' s are listed irt the Analysis output Lead Patterns: s=S/2, X=L+S or L+Lr, _=no pat:terh lead in this span Load combinations:. ASCE 7-10 / IBC 2012 CALCULATIONS Deflection:EI =29€06 lb-in2 "Live" deflection = Deflection from all nen-dead loads (live, win:d, snow...) Total Deflection =1.00(Dead Load Deflection) + Live Lead Defle:ction. Bearing': Allowable bearing at: an angle. F' theta calculated fof e,#ch support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the'National Design Specification (NDS 2012), and NDS De5ign Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4 2 5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT® WoodWorks® SOFTWAR£ FOR WOOD OFS,CN Aug. 8, 2013 2036 mp2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Lead Type Dis:tribution· Bat- Location [ft]Magnitude Uhit tern Start End Start End DL Dead Full Area,No 10.00 -6.0) * paf RLL Live Partial Area Yes 7.17 10.'75 19.00 (16.0)* psf PVDL Dead Partial Area No 0.58 7.17 3.00 (16.0)* paf *'Prioutary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : - 12'-3" -1 0 1' 10'-8.8" Unfactored: Dead 109 81 Lilne 17 74 Factored: Total 125 155 Bearing: F'theta 490 490 Capacity Joist 643 368 Supports 586 586 Anal/Des Joist 0.19 0.42 Support 0.21 0.26 Lead comb #,2 #2 Length 0.50*0.50* Min reg'd 0.50*0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.2:5 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports Lumber-soft, S-P-F, No.1/No.2,2x6 (1-1/2"x5-1/2") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 12'-3.0"; Pitch: 6/12, Lateral support. top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help), WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN mp2.wwb WoodWorks® Sizer 10.0 Page 2 Analysis vs. AlloWable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value:Des:ign Value ,Analysis/Design Shear fv =22 Fly-' =135 fv/Fv' = 0.17 Bending(+)fb = 471 Fb' = 1308 fb.Fb' = 0.36 Bending ( -)fb =12 :Et*' = 1170 fb/Fb" = 0.01 Deflection: Interior Live 0.47 - <I,/999 0.54 -L/24Q 0·12 Total 0.22 L/600 0..73 - L/150 0.30 Cantil.Live -0'.02 - L/743 0.11 - L/120 0.16 Total -0.07 = L/19'7 0.1,5 -L/90 0.46 Additional Data: FACTORS:F/E(psi)CD CM St CL ¢F Cfu Ct (frt, Ci en Le# Ev'135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+975 1.00 1.00 1.00 1:.000 1:.300 1.00 1.15 1.00 1.00 - 2 E-b-'-875 0.90 1.:00: 1.00 0.9,93 1.3'00 1.00 1.15 1:.00 1.,00 - 1 Fcp'425 -1:.00 1..00 - - -1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.'OiD - 2 Emini 0.51 million 1.00 1.00 - - - 1.00 1.0-0 - 2 CRITICAL LOAD COMBINATIONS Shear :I - #2 - D-L, v = 138, V design =123 lbs Bending(+): LC #2 <= D+L, M =297 lbs-ft Bending (-) : Le #I = D only, M =8 lbs-ft Deflection: LC #2 =D+L (live) LC #2 =D+L (tctal) D=dead L=live S=snow W=wind I=impact Lr=roof live Le=Concentrated E-earthquake All LC's afe lisced in the Analysis output Lead Patcerns: s=S/2, X=I·+S or L+Lr,=no pattern load iii this span Lead combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection:EI =29e06 lb-ir12 "Live" deflection = Deflection from all rion-dead loads (live, wind, snew...) Total Deflection = 1.00(Dead Load Deflectien) + Live Lcao Deflection. Bearing: Allowable bearing at an angle F'tbeta calculated fof each sulbport as per NDS 3.10.3 Design Notes: 1. Wood\Norks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. - r COMPANY PROJECT WoodWorks® SOFAVAREFON WOOD OFS/GN Aug. 8, 201320:34 mp3.Wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Lead Type Distribution Pat- Location [ft]Magnitude Unit tefn Start :End Start End DL Dead Full Area Ne 9.00 (24.01* p-sf RLL Livte Partial Area Yes 6.93 8.67 19.00 (24.0)* psf PVDL Pa7rtial .Area No:6.25 5.83 3.00 (24.0)* psf:Dead *Tributary Width (in,) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : -4 -- 9'-10"-1, 0' 1' 8'-7.8" Unfactored: Dead 128 91 Live 8 62 Faccored Total 136 152 Bearing: 492F'theta 492 Capacity 36·91Joist645 Supports 586 586 Anal/Des Jcist 0.21 0.41 Support 0.23 0.26 Load Bomb #2 #2 Length 0.50*0.50* Min reg'd 0.50'0.50* 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports Lumber-soft, S-P-F, No.1/No.2,2x4 (1 -1/2"*3-1/2") Supports: All - Timber-soft Beam, D.Fir-L No. 2 Roof joist spaced at 24.0" dc; Total length: 9'-10.0"; Pitch: 6/1;2; Lateral support: top= full, bottom= at supports, Repetitive factor- applied where permitted (refer to online help), 0 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN mp3.wwb WoodWorks® Sizer 10.0 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Page 2 Crite rion Analists Value Dasign Value Analysis/Design Shear rv -34 Fv' =135 EN / 99' =0.26 Bending(+1 fb =851 Fbi' = 150-9 fb/F/' =0.56 Bending(-)fb= 47 Fb' = 1352 fb/Fb' = 0.03 Deflection: • Intericr Live 6.06 - <L/999 0.43 = L/240 0.15 i Total Q -,3,8,=L/267 0.57 =L/180 0.67 Cant:il- Live. -0.'02 = L/602 0.11 = L/120 :0.20 Total -0.15 =L/87 0.15 = L/90 1.02 1 Additional Data: - - 1-00 1.GO 1.40 :2 . ML 1 viu .'2(psliCD CM Ct CL CE tfu Cir: Cfrt: Ci Cm L¢# Fv'135 1.00 1.00 1.00 - Fb' +n 2 1.00 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 2 Fb'-875 0.90 1.00 1.00 0.395 1.500 1.00 1.15 1.00 1.00 - 1 Fcp'425 -1.00 1.00: - - - -1.00 1.00 - - E' 1.4 million 1.00 1.00 - -1.00 1.Ou - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear :Le #2 E- D+L, V = 138, V design =121 lbs Bending (+): LC #2 = D+L, M =2 -217 lbs-fit Bendingi-): LC #1 = D only, M =12 lbs-Yt Deflection:· LC 82 = D+L lliVe) LC #2 = D+L (total) D-dead :L=live S=snow W=wind .I-=impact Lr=roof live. Le=condentrated E=earthquake All LC's *re listed in the Analysis output Load Patterns: s=S:/2, X=1,+S or L+Lr,=ne pattern lead in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI =8e06 ib-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...:) Total Deflection 4 1.00(Dead Load Deflection) + Live Load DeflaCtion. Be·aring: Allowable: bearing ac an angle F'theta calculatea for each support as per NDS 3.10.3 Design Notes: 1. Wood:Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012*and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams. NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. Fl!0, ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING APPROyED AC ALTER ¥le,mISIERGIZED IN THE OPEN POSITION,PLANNING DIVISION BLDG BUILDI Nm*EfErb The Following pq?p WILL BE PROVIDED WARNING OF THE CONC CONCREIE HAZARDS PER ART. 690.17. DC DIREC-1 CI|IRRIanning Department 2. EACH UNGROUNDED CONDUCTOR OF THE MASTER I.D.80 (>_EL/69 EGC EQUIP10·EN,T GROUNDIALG CDD&nt MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY G.P (A Zone_.._lel---.-77--(E) EXISTIU-| tire uep PHASE AND SYSTEM PER ART. 210.5. - EMT ELECT1171- M3112&10®Dartment 3. A NATIONALLY-RECOGNIZED TESTING (ECT PLBG ¢| PERMIT TYPE: GALV GALVAND LABORATORY SHALL LIST ALL EQUIPMENT INGEC GROUNEMb P<£- 2-LE\NUCkeAgenCy COMPLIANCE WITH ART. 110.3. 1 PLANNER_4 f« -DATE K(274,MECH GRADING - GND GROUN 4. CIRCUITS OVER 250V TO GROUND SHALL ,n I 7 491 TRANSFERRED BY___DATE_ HDG HOT DI D G[*Ile@ Permit COMPLY WITH ART. 250.97, 250.92(B) PERMIT#___,__0w,_.__ 1CURREWT-1 +1 rt NON EY-Imp CURRE144-14%#Rat¥ROf Orange He1f6pajFtmeAtiER Do NOT EN-m0R ARE RUN IN METALLIC RACEWAYS 0R OCC. GROUE_=-=-e-.......--..,...-- PLANNING FNSPECT!09 REQUIRED: f'!Bil 31€1 Isc SHORT kVA KILOVC 2iyFOTSHA kW KILOW Flood Plain LEW LOAD ING WALL MIN MINIMU School District (N) NEW NTS NOT TOEQAFark Acquisition anc OC ON CENTER PL PROPERTY LINE Pol POINT OF INTERCONNECTION P.V---EMOTQVOLIALQ „SCH SCHEDULESS STAINLE#sViRFURAL STRUCTURAL STC ATANDARD VIESTING CONDITIONSiTYp 'YPICAL 'EL..: M.L.- i.juautiTRUCTior·j UPS UNINTERRUPTIBLE POWER SUPPLY V *DET 9477 57.797,-,5 2 92 REQUIRED FCEVrridECQOLTAGE AT MAX POWER Ve#s s*01.-TA*N;iOREN.,CIRCUIT MECHANICAL PL its must be kept on thW. al' WATE .mnd M ' ' •n1 31¢eratt#EMA 3RE,RAINT!80}§ful to make any chano:mout wntten permission fro1 City of Santa Ana. ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. Devetopmems SHALL BE GROUNDED AT THE UL-USED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250,166(B) & 690.47. ANS Mb or | CONSTRITYPE____ CODE EDITION__ - - | FLOOD ZONE..... - -LOOD ZONE CERTlE REQ:D MICROFILM . . /1 LRADI*IT BARRIER 9 ROOF RESIDENTIAL DEV. FEE SCHOOL DisTRic_ YES--NO--4 ECEIVEYESNO -+ YES NO ] AUG 2 9 2013 YES NO- City of Santa AnaYES NO VICINITY MAP ROUG NAME CUD·Ji SELO 0 D 0 r- 1. f {- 3 . N Pt.ANS FOR Ely i.:RE RE L. ··. : -:·' ! L, .i - .., 'D I..JAZ-c...5,.>.O CONDITION - ' Ii' l:...'Ni·. r P- 2 .- ERION ALTERATIONS/MODIFICATIONS ALL *ATERiALS TO ZATCH EXISTING SCREZ-NING REQUlaED.......-7-CTU,#..2.1, STRUO SUBMIT LANE)SCP™ONDITIONS: 3 k/ D FOR CONST SEPARATE PERE .ARE RE1 ELECTRICAL, PLUME 3 & MEC e eli timeg and It Is un!; 'rful to ms.wi written ' IND EX, sita Ana. 'E PLAARCHiljp ne .:ze: T '94+L. i.-t ·79 H<JOS'evAAvel 'ki :14kr, 1,6 -3 -PV1 COVER SHEET 1 '. ..,.= .t41 . 1,,5 . 4 t. v · *ihw€:' .11 PV2 SITE PLAN : be held to permit nor be al approval jThe acceptance of this plan end specilcations SHALL NOT !,a... .im•* -£41>'1:4*W.6th St.r '.Pvj STRUCTURAL VIEWS provisions 01 ANY City Ordnance or Sba held to perrO m :" -A/*6 r •,· 1' nop,.. .t l. '.......2., . ,...0-17 ?',,41*."b„ „*Stiver D; -- --1«3... .i . Pr W !1 PV4 STRUCTURAL VIEWSprOVitionS 05 AN i t-ICENSE8 Law.1 GENERAL NOTES 4 .sit-vercirp ,-:,-1 *- 4.· 04-u.·· 4-.. :s·.-·7£ r.t b;.- r ..:46 1 2 r,PV5 THREE LINE DIAGRAM. - -1-VATC Vt- €A #'888104_. Dat).Sl6 C-46, C-10 21882==-Qie·Torrr*f¥.0-11412 :A_wa MODULE GROUNDING METHOD: SLEEKMOUNT -- AHJ: Santa Ana UTILITY: Southern California Edison (SCE) 1. ' THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED POWER-CONDITIONING INVERTER. 2. 1 THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. l SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 1 k ALL WORK TO BE DONE TO THE 2010 €ALIFORNIA BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2010 CALIFORNIA ELECTRIC CODE. i J - . r. 4294*:Yl·;)'r, 4% 41'' 'r.....29#1; 1' :6%' 9- .2.'fi 2.7:1& Pr ··d 6 '&2 1. ' 5 'Ck 4.. .. stern St .-7 r .4•Sterii Ave .' , r , -1 it i 4.-1 14'.2 Z Bolsa-Ave ./ . .1* ' .-14 ... 1 . · .i.. -.te,J · ..f T, .,1. .35- _ -D % 5111 Sl Cutsheets Attached Accepted By --4.'Pir :w 51441 .W'!th'Ste· 1- 7 41 -' I .1 - t i.. 2 .. Ld P i jil 'ti!:t '3, 4 11 24 ·CITY OF SANTA A : A"4 4tt0k;. ft ' "'A-" 4) ..11.•RE t.ti W0 ... I. 'rd' .4 A€'.:'el N Z- ..i ifill.,1 1 1" 18·• :iy, ,: 22- 1411 ''7':¥.1 4141 9:-':' d !;1,YZA, 0, 11'k·% .6,71W-3rd st i .t· ·„t'3rd St '«-CL A . '1 . 7 -3>lt t=-3 i26 ....i,"6' *-3REV BY DATE COMMENTS ,/0 *4 r--11< fly, 1 »- REVA NAME 8/26/2013 COMMENTS --- <BI * I *i.lfir l··. ·rE#.- 4, Li-2..ii¢;21" I ..4,;.4 4==09,-1 .i'/11: I * I ' W lst·91 -&*1- - ' 7*17#W l:tist I I . I· el. ·te jf,1 1 = ria.i CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZABON. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:JB-927394 00 IIOUNTING SYSTDI: Comp Mount Type C MODULES: (20) TRINA SOLAR # TSM-245PA05.18 INERTER: SOLAREDGE # SE5000A-US PREMIi OtNER: TRAN, LENNY 5314 W 3RD ST SANTA ANA, CA 92703 7146233192 DESCRIPTION: TRAN RESIDENCE 4.9 KW PV Array PAGE NAME: COVER SHEET DESIGN: Niraj Desoi SHEET:REV: DATE: PV 1 8/26/2013 Wi */ Mpl AZIMUTH: 192 ARRAY AZIMUTH: 192 PITCH: 24 ARRAY PITCH: 24 MATERIAL: Comp Shingle STORY: 1 Story la-ke_Iorn-atzky /'PIT.CE 24 ARRAY PITCH: 24 MP2 AZIMUTH: 282 ARRAY AZIMUTH: 282 MATERIAL: Comp Shihgle STOR Y: 1 Story PITCH: 24 ARRAY PITCH: 24 MP3 AZIMUTH: 282 ARRAY AZIMUTH: 282 MATERIAL: Comp Shingle STOR Y: 1 Story PITCH: 24 ARRAY PITCH: 24 MP4 AZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL: Comp Shingle STORY: 1 Story 1lilnv\I I L - 71 ,-_ I/1 TOTAL. ARRAY AREA: 269.68 SQET TOTAL ROOF AREA: 747.09 SQFT TOTAL ARRAY AREA IS - 36% OF TOTAL ROOF AREA. D. STAMPED AND SIGNED FOR STRUCTURAL ONLY LEGEND (E) UTILITY METER & WARNING LABEL P23'INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS 1 . I < FL \1-5 Locd[&0 Gatd3 E ACE 0 0 0 O IdIP P-231 i DC DISCONNECT & WARNING LABELS, AC DISCONNECT dc WARNING LABELS JUNCTION BOX DC COMBINER BOX & WARNING DISTRIBUTION PANEL & WARNING Digitally signed by Srihari Raghavan 17@il LOAD CENTER & WARNING LABELS Date: 2013.08.26 15:31:15 -07'00'1.k-J DEDICATED PV SYSEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE INTERIOR EQUIPMENT a No. v 1. 0 If 4 C E E !o 01' elill SITE PLAN 5314 W 3rd St 9 d L'ed Gged 0¤1 Scale: 1/16" = 1' 16' 32' S CONFIDENTIAL - THE INFORMAnON HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHAU IT BE DISCLOSED IN ¥,HOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENrS ORGANIZATION, EXCEPT IN CONNECTION MTH THE SALE AND USE OF THE RESPECnVE SOLARCITY EQUIPMENT. MTHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:JB-927394 00 MOUNHNG SYSTEM: Comp Mount Type C MODULE (20) TRINA SOLAR # TSM-245PA05.18 INVERTER: SOLAREDGE # SE5000A-US PREMISE OWNER: TRAN, LENNY 5314 W 3RD ST SANTA ANA, CA 92703 7146233192 DESCRIPnON: TRAN RESIDENCE 4.9 KW PV Array PAGE NAME: SITE PLAN DESIGN: Niraj Desai SHEET:REV: DAl PV 2 8 tr'%01ar€ity 3055 aearview Wor E- Son Mateo, CA 94402 T: (650) 638-1028 R (650) 638-1029/26/2013 (888)-SOL-CITY (765-2489) www.sotcrcity.com 26 02 2%60 11 q k STAMPED AND SIGNED FOR STRUCTURAL ONLY 43\«j Jake Tornatzky V (§?) 9'-9" Digitally signed by Srihari Raghavan 9'-11,1 _|*L (E) LBW SIDE VIEW OF MP2 RAFTER:(E) 2x6 @ 16" 0.C.Date: 2013.08.26 15:31:30 -07'00' -,SIDE VIEW OF MP1 RAFTER:(E) 2x6 @ 16" 0.C.NTS CEILING JOIST: (E) 2x8 @ 16" 0.C. 00 NTS CEILING JOIST: (E) 2x8 @ 16' 0.C. MAX SPAN:9,-9"RIDGE:(E) 2x8 RIDGE BOARD MAX STANDOFF DIS:TANCE: 64" 0.C.MAX SPAN:9'-11" MAX STANDOFF DISTANCE: 64" 0..C. PV MODULE n PV MODULE n 5/16" BOLT WITH LOCK -\ & FENDER WASHERS \ ZEP LEVELING FOOT ZEP ARRAY SKIRT 7 INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. ZEP COMP MOUNT C (1) (6) (4) 5/16" BOLT WITH LOCK - & FENDER WASHERS ZEP LEVELING FOOT n ZEP ARRAY SKIRT - SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C · (E) COMP. SHINGLE -37--17"'C [(i PLACE MOUNT.- (11 (6) /- (4) ll E INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP FLASHING C -,dKZ»-Aj /-1 1 INSERT FLASHING.ZEP FLASHING C -INSERT FLASHING. (E) COMP. SHINGLE -C /5 PLACE MOUNT. (E) ROOF DECI<ING U ' U (2') U INSTALL LAG BOLT MTH (E) ROOF DECKING j 5/16" DIA LAG BOLT / SEALING WASHER.5/16:" DIA LAG BOLT /L (5)SEALING WASHER.(2-1/2" EMBED, MIN) / (5) INSTALL LAG BOLT WITHWITH SEAUNG WASHER 3 / LOWEST MODULE SUBSEQUENT MODUL-ES INSTALL LEVELING FO.OT WITH WITH SEALING WASHER j / LOWEST MODULE SUBSEQUENT MODULES 0 INSTALL LEVELING FOOT WITHBOLT & WASHERS.(2-1/2" EMBED, MIN) /BOLT & WASHERS. (E) RAFTER (E) RAFTER STANDOFF -,STANDOFF Scale: 11/2" = 1'Scale: 11/2" = 1' CONFIDEN-BAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZAnON, EXCEPT IN CONNECmON WITH THE SALE AND USE OF THE RESPECnVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARaTY INC. JOB NUMBER:JB-927394 00 MOUNnNG SYSTEM: Comp Mount Type C MODULES: (20) TRINA SOLAR # TSM-245PA05.18 IN\ERIER: SOLAREDGE # SE5000A-US PREMISE OV#IER TRAN, LENNY 5314 W 3RD ST SANTA ANA, CA 92703 7146233192 DESCRIPnON: TRAN RESIDENCE 4.9 KW PV Array PAGE NAME: STRUCTURAL VIEWS DESIGN: Niraj Desoi 91EET:RBA DA- PV 3 8 .29,4. %/Solartity 3055 Cleaniew Way IE San Mateo. CA „94402 T: (650) 638-1028 F:(650) 638-1029/26/2013 (888>-SOL-CITY (765-2489) www.solarcity.com 7 11_ ' 1 STAMPED AND SIGNED FOR STRUCTURAL ONLY 'A' RAGNA€#A 46-3 Jake Tornatzky V No. 0 75189 = 4' 7'-8" L (E) LBW (R 1 1 e 9'-7" 1'-2 (E) LBW (©SIDE VIEW OF MP3 NTS RAFTER:('E) 2*4 @ 24" 0.(. CEILING JOIST: (E) 2*4 @ 24" 0.C. RIDGE:(E) None RIDGE BOARD MAX SPAN: 7'-8" MAX STANDOFF DISTANCE: 72" 0.C. /-1 SIDE VIEW OF MP4 NTS Digitallysigned by Srihari Raghavan Date: 2013.08.26 15:31:44 -07'00' RAF-TER:(E) 2x6 @ 16" 0.6. CEILING JOIST: (E) 2*8 0 16" O.C. RIDGE:(E) Nohe RIDGE BOARD MAX SPAN: 9'-7" MAX STANDOFF DISTANCE: 64" 0.C. GRADE 7 /-COMPACTED BACKFILL PV MODULE n 5/16" BOLT WITH LOCK -0\INSTALLAnON ORDER & FENDER WASHERS \tb 81311< LOCATE RAFTERi MARK HOLE ZEP LEVELING FOOT -1 \LOCATION, AND DRILL PILOT 1- CD C] 0ZEP ARRAY SKIRT - \ \r- (6) . HOLE.0 Z 6" J i · E E iLl E-IEd 13 - C L- - -1 lili - 111 El 4- -lilli-- - U'rr UNDISTURBED SOIL 111111 - lilli -= 1 ==1111-111# 1 -1 ==11 ZEP COMP MOUNT C - ZEP FLASHING C (E) COMP. SHINGLE (1) r SEAL PILOT HOLE WITH d 2E .111=POLYURETHANE SEALANT.CD I D 00 - lilli= =1- -RED WARNING TAPE \¥/ TRACE WIR:E [9) INSERT FLASHING. PLACE MOUNT, ,APPROVED BACKFILL (E) ROOF DECKING 2 4,/ U« (4 - U5/16" DIA LAG BOLT / L (5) WITH SEALING WASHER 3 / LOWEST MODULE 'SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LAG BOLT WITHSEALING WASHER. * INSTALL LEVEUNG FOOT WITHBOLT & WASHERS. - SCHEDULE :40 PVC CONDUIT FE'' FE; (E) RAFTER STANDOFFScale: 1 1/27 = 1' CONFIDENTIAL - THE INFORMATION HERE]N JOB NUMBER:JB-927394 00 PREMISE OWNER:DESCR[PIION:DESIGN:2% CONTAINED SHALL NOT BE USED FOR THE TRAN, LENNY TRAN RESIDENCE Niroj DesaiBENEFIT OF' ANYONE EXCEPT SOLARCITY INC., MOUNING SYSIN:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4.9 KW PV Array5314 W 3RD ST 4/Solat€ityPART TO OTHERS OUTSIDE THE REDPIENTS 0RGANIZA11ON. EXCEPT IN CONNECnON MTH MODULES SANTA ANA, CA 92703 THE SALE AND USE OF THE RESPECnVE (20) TRINA SOLAR # TSM-245PA05.18 RE¥: DATE: 3055 Cleorview Woy SOLARCITY EQUIPMENT, MTHOUT THE WRI1TEN PAGE NAME SHEET:San Mateo, CA 94402 INVERTER:T: (650) 638-1028 R (650) 638-1029PERMISSION OF SOLARCITY INC.7146233192 PV 4 8/26/2013 (888)-SOL-CITY (765-2489) w,w.solorc't,comSOLAREDGE # SE5000A-US STRUCTURAL VIEWS Ll t.J O UU'·' 37 GROUND SPECS MAIN PANEL SPECS BOND (N) #8 GEC TO (E) UFER AT PANEL Panel Numbe: WITH IRREVERSIBLE CRIME Meter Number: 322010-364077 GENERAL NOTES ' Inv 1: DC Ungrounded INV 1 - INV 2 INV 3 INVERTER SPECS -(1) SOLAREDGE # SE5000A-US LABEL: A Inverter; 5000W, 240V, 97.5% w/ZE; SE1000-2802-SLV-NA MODULE SPECS - (20) TRINA SOLAR # TSM-245PA05.18 PV Module; 245W, 222.9W PTC, 40MM, Block Frame, MCI ZEP Enabled Voc: 37.5 Vpmox:30.2 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER LICENSE CA # 888104 C-46, C-10 Jake Tornatzly'/ (E) 200A MAIN SERVICE PANEL (E) 200/2P MAIN CIRCUIT 8REAKER Inverter 1 200A/2P - (E) LOADS /0 a 30A/ZP41, -»]» CUTLER-HAMMER, Disconnect 3] h 0 L-2 SOLAREDGE SE5000A,US riE] GFP/GFCI A B CUTLER-HAMMER Disconnect 0 11 N V GEC Gman ___ EGG J N 1--- 399959_ j 1ZH i TO 120/240> SINGLE PHASE UnUTY SERVICE I VOC* = POI- MAX VOC AT MIN TEMP -< 1 ) MURRAY # MP230 Breaker; 30A/ZP, 2 Spaces PV BACKFEED BREAKER A B (1) CU-nER-HAMMER # DG221URB 1 Disconnect; 30A, 240¥aq, Non-Fusible, NEMA 3R-(1) CUTt.ER-HAMMER # DGO3ONB Ground/Neutral Kit; 30A, General Duty (DG) -(1) CUJZER-HAMMER # DG321UGBDisconnect; 30A, 240¥04 Non-Fusible, NEMA 1 -(1) CUTLER-HAMMER # DG03ONB Ground/Neutral Kit JOA, General Duty (DG) AC pv k -(20) SOLAREDGE # 0P250-LV·MC49,1-2NA-Z PowdrBox: 250% MC4, DetoDC, ZEP, Ell Listed DC (1) AWG #10. Di¥N-2, Black Gr (2) AWG #10, PV WRE, Black Voc* = 810 VDC Isc =15 :ADC(1) AWG #10, THWN-2, Red *- ( 1 ) AWG #10, Solid Bare Copper EGC Vnlp = 350 VOC Imp = 13.82 ADC( 1 ) AWG #IO, TWMV-3 White NEUTRAL Vmp = 240 VAC Imp=21 AAC 9= 1 1 ) p-1 Ki.t;. M€.EMI.- ( 1 ) AWG #8,. THWN-2, Green . EGC/GEG .-r ( 1 ) Condult. Kit. 3/€ EMT . CONADENnAL - THE INFORMAnON HEREIN 108 NUMBER:JB-927394 00 PREMISE OV,NER:DESCIEPION:DESIGN: CONTAINED iSHALL- NOT BE USED FOR THE TRAN, LENNY TRAN RESIDENCE Niroj DesaiBENEFIT OF ANYONE EXCEPT SOLARaTY INC.,MOUNliNG SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 5314 W 3RD ST 4.9 KW PV; ArrayPART TO OTHERS OUTSIDE THE RECIPIENTS SANTA ANA, CA 92703ORGANIZATION. EXCEPT IN CONNECTION MTH MODULES: THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-245PA05.18SOLARCITY EQUIPMENT, WITHOUT THE WRITIEN INVERTER:PAGE NAME 9{EET REE DATE: PERMISSION OF SOLARCITY INC.THREE LINE DIAGRAM PV 5 8/26/2013SOLAREDGE # SE5000A-US 7146233192 /1 1 -1. - B - -2 -0. a ulk; 4 4, # U.d ELECTRICAL CALCULATIONS 142 - la-kej_o-inalz-k# Madule-2OT¥iiiNAri-¥5#245RBF-Vdrop= (Imp) :*(2*Length) * (Resistance) /(Vmp) DC Converter:2TiolaridgeBEBU-----1 Inv Power De w PIC Dc W ST¢1nverter A Imp (A)Max. Length (ft)Wire Input:8.13100AWG-10 Inverter Elli -V.drop=I (8.13 | *'200 | '10.001.24 I Ohms) 546.8616063 | Inverter A Imp (A)Max. Length (ft)Wire Output:1.3.82OAWG-10 * 0.00124 | Ohms) 5.46.86160 Inverter A Stringing Inverter B Stringing Comb. Drop Imp (A)Max. Len¢ith (ft)Wire Str ing 1.20 Modules Modules 13.82 40 AWG_10String 1·. String 2:Modules Modules Vdrop= ( 13.82 *40 *0.0012 Ohms) 0.5528 0String 2 [-PhotovoiGic-Module-Elecincal-Specifications: Power(STEREJ*fEJVT Voc= 37:51 V Imp=8.1 A Tvoc-1-16.15-1 V/deg C Tvmp= FETEE- 1 v/cleg C Tisc=-467§6 rnA/deg C Photovoltaic Source Circuit (Modules to PowerBox)_ Voc at Min Temp==f 40.51 V vmp=-373-1 v Isc-8.68] A Im»1 8131 A AWG 12 Table 310.15(B)(16) Ampacity= 30 > 13.56 A Corrected Ampaclty=17.40 A >10.85 A Temperature Derate= 0.58 Conduit Fill Derate= 1 Voltage Drop Calculations °F Max Average High Temp: | 86 °C 30 RiE-Eonverter-FiectncalSpecifications Power=1 Vmax_input= E---16-1 V Inverter A Input Circuit (Po-werBox to InverteO String 1 Vrnax=500-] V Wire Length E Vmp= Imax= imp-1 -«6.771] A AWG 10 90 °CTable 310.15(B)(16) 100 Vmax= Vmp= Imax= Imp= Wire Length 0 90:Table-316.16--3 Imax_output=| :15 1 A Ampacity= 1 401 > 1 15|A Ampacity=221-9=1:Corrected Ampacity=A > Temberature Derate= L_ -Temperature Derate= - Conduit Fill Derate= 1 Conduit Fill Derate= OCR=20 A OCP= A Service Voltage =-2461 V SerVice Voltage =2461 V Power= 5000 f W 1cont =1iiI A Wire Lemgthf--46] Icont =-A Wire; Leng{E Vmp_input---356-1 v i Vmax_input=-5861 V L.ME=lL____22221*****15(8)(16)-1 90:Table310.16 Iniaxjnput=1 Ampadty=1 40 1 >I 18,75 I A Ampacity=r --s-1--1 A Vmax_output=2401 V =Service Voltage Corrected Ampacity= |--36.4| A > E--151 A Corrected Ampacity= A > | A Imax_output=1151 A =lcorit Temperature Oerate= E-6.91 Temperature Derate= - Conduit Fill Derate= 1 Conduit Fill D.erate= OCP=30 A OCP= A CONFIDENTIAL - THE INFORMAION HERaN CONTA]NED SHALL NOT BE USED FOR THE BENEAT OF ANYONE EXCEPT SOLARalY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZA„ON. EXCEPT IN CONNECEON WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. -1=.==:-JB-927337-50 1 MOUNPNG SYSTEM: Comp Mount Type C 1 MODULES: (20) TRINA SOLAR # TSM-245PA05.18 INVERTER: SOLAREDGE SE5000A-US PREMISE OWNER: TRAN, LENNY 5314 W 3RD ST SANTA ANA, CA 92703 7146233192 DESCRIPnON: TRAN RESIDENCE 4.9 KW PV Array PAGE NAME: ELECTRICAL CALCULATIONS 1 Niroj Desai SHEET:REV: DATE PV 6 8/26/2013 1.2,6.14/Solar€ity 3055 Cleorview Woy San Mateo, CA 94402 T: (650) 638-1028 R (650) 638-1029 (888)-SOL-CITY (765-2489) w-.solarcity.com 7- 2 . ll _45 09 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 5314 W 3rd St INVERTER AND DISCONNECT \0/ UTILITYSERVICE- SOLAR O PHOTOVOLTAIC ON ROOF PHOTOVOLTAIC BACK-FED aRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS A/C DISCONNECT PER NEC 690.17 - OPERATING VOLTAGE = 240V MAX CURRENT = 16 A CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHAU NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARaTY INC., NOR SHALL IT BE bISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZAnON, EXCEPT IN CONNECAON MTH THE SALE AND USE OF THE RESPECnVE SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOBNUMBER: JB-927394 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (20) TRINA SOLAR # TSM-245PA05.18 INVERTER: SOLAREDGE # SE5000A-US PREMISE OWNER: TRAN, LENNY 5314 W 3RD ST SANTA ANA, CA 92703 7146233192 DESRPRON: TRAN RESIDENCE 4.9 KW PV Array PAGE NAME: SITE PLAN PLACARD DESGN: Niraj Desai 9{EET: REV: DATE: PV 7 8/26/2013 9+Solat€ity 3055 ClearMew Woy San Mateo. CA 94402 T: (850) 638-1028 F:(650) 638-1029 (888)-SOL-CITY (765-2489) www.solarcity.com ·L 1. 1 - L CAUTION: SOLAR CIRCUIT PHOTOVOLTAIC DC DISCONNECT MAXIMUM POWER- POINT CURRENT (Imp)A MAXIMUM POWER- I POINTVOLTAGE (Vmp)V MAXIMUM SYSTEM I VOLTAGE (Voc) v SHORT-CIRCUITI CURRENT (Isc) A WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING ELECTRIC SHOCK HAZARD IFAGROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED PHOTOVOLTAIC AC DISCONNECT Label Location: (C) Per Code: CA Fire Guidelines Label Location: (DC) (INV) Per Code: CEC 690.14.C.2 Label Location: (DC) (INV) Per Code: CEC 690.53 Label Location: (DC) (CB) Per Code: CEC 690.17 Label Location: (DC) (INV) Per Code: CEC 690.5(C) Label Location: (AC) (POI) Per Code: CEC 690.14.C.2 MAXIMUM AC A OPERATING CURRENT MAXIMUM AC V OPERATING VOLTAGE PV SYSTEM DISCONNECT FOR UTILITY OPERATION WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE PHOTOVOLTAIC POINT OF INTERCONNECTION WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC V OPERATING VOLTAGE I CAUTION DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM Label Location: (AC) (POI) Per Code: CEC 690.54 Label Location: (AC) (POI) Label Location: (AC) (POI) Per Code: CEC 690.17 Label Location: (Pol) Per Code: CEC 690.64.B.7 Label Location: (Pol) Per Code: CEC 690.54; CEC 690.17 Label Location: (Pol) Per Code: CEC 690.64.B.4 (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENnAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARGTY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE REGPIENLS ORGANIZAnON, EXCEPT IN CONNECTION MATH THE SALE AND USE OF THE RESPECTNE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SC - CA Santa Ana Label Set wrsolat€i 30[I]ZEIEEID O[E] S[™[m[IELA RIDZ TEB7E1338C028 CEE[DC638[I]02 [] [888C[BOLKITY C[Z[n[BEEZE[mI[IXI[Il[Er] .Af . solar m•-Single Phase Inverters SE3000A-US - SE7000A-US SolarEdgeSingle Phase Inverters All our inverters are part of SolarEdge's innovative system designed to provide superior performance at a competitive price. The SolarEdge inverter combines a sophisticated. digital control technology and a one stage, ultra-efficient power conversion architecture to achieve superior performance TECHNICAL DATA - over 97% efficiency and best-in-class reliability. Our fixed- voltage technology ensures the inverter is always working at its optimal input voltage, regardless of the number of modules or environmental conditions. LIN.orth America)_.SE3000A-US SE3800A-US SE5000A-US SE600OA-US SE7000A-US OUTPUT 1 1 9 Sj 43 r 5200@208V 5200@208V Rated AC Power Output 3000 3800 5000 6000@240V 6000@240V W 6000@277V 7000@277V 5200@208V 5200@208V Max. AC Power Output 3000 3800 5000 6000@240V 6000@240V W 6000@277V 7000@277V AC Output Voltage Min.-Nom.-Max.183 - 208 - 229 / 211 - 240 - 264 183 - 208 - 229 / 211 - 240264 / 144- 277 - 294 Vac AC Frequency Min-Nom.-Max.59.3 - 60 - 60.5 Hz Max. Continuous Output Current @208V 145 18.5 24 25 25 A Max. Continuous Output Current @240V 125 16 21 25 25 A Max. Continuous Output Current @277V - - 18.5 22 25 A GFDI 1 A Utility Monitoring. Islanding Protection. Country Configurable Thresholds Yes INPUT - Recommended Max. DC Power * (STC)3750 4750 6250 7500 8750 W Transformepless, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V / 350 @ 240V / 400 @ 277V Vdc Max. Input Current 10 | 12.5 |16 18 18.5 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kQ Sensitivity Maximum Inverter Efficiency 97.8 97.7 98.3 98.3 98.3 % The only inverters specially designed for distributed DC architecture 1 Superior efficiency (97.5%) • Small, lightweight and easy to install on provided bracket • Built-in module-level monitoring < • Communication to internet via Ethernet or Wireless m Outdoor and indoor installation • Integral AC/DC Switch 8%31?j CEC Weighted Efficiency Nighttime Power Consumption ADDITIONAL FEATURES Supported Communication Inte,faces STANDARD COMPLIANCE Safety Grid Connection Standards Emissions RoHS INSTALLATION SPECIFICATIONS AC Output DC Input Dimensions (HxWxD) Dimensions with AC/DC Switch (HxWxD) Weight Weight with AC/DC] Switch Cooling Min.-Max. Operating Temperature Range Protection Rating 97 @ 208V/97.5@ 208V, 240V 97 @ 208V / 97.5@ 240V / 9697.5 97.5@ 240V /98@277'V 98 @ 277V < 2.5 W 1 - RS485, RS232, Ethernet, Zigbee (optional) 1 lillilillillillillillillill UL1741, IEC-62103 (EN50178), IEC-62109 Utilitydnteractive, VDE 0126-1-1, AS-4777. RD-1663, DK 5940, IEEE1547 FCC part15 class 8, IEC610006-2. IEC61000-6-3. IEC61000-3-11, IEC61000·3-12 Yes 1 lillillill 3/4" Conduit 3/4 Conduit 21 x 12.5*7/21 x 12.5 x 7.5 / 540 x 315 x 191 in / mm540 x 315 x 172 30.5 x 12-5 x 7/30.5 x 12.5 x 7.5 / 775 x 315 x 191 in / mm775 x 315 x 172 42 / 19 45 / 20.5 Ib / kg 48.5 / 22 52/ 23.5 lb/ kg Natural Convection -4 / -20 (CAN version -40 / -40) to +140 / +60 ·F ·C NEMA 3R - Hiber inpul DC Dower may be insilled. analyze /arly AC perfo,mance- Re followig Pa/ Numbe,s we ave,Jable ICAN PNs we eligible fo,IM Onwi,0 mand mic,OFT .9- a C € 208/240V. min. operatiM temp#F/·20C: SE3000AUS. SE 3800AUS. SE5000AUS. SESOKA·US. SE?000AES 277V. min. operating lemp,44·20C: SE5000,US. SE€000A-US. SE7000A·US 208/240V. min. oferat,19 temp AOF/=OC SE3000KUS=CAN, SE3800*4,SCAN, SE50004UMI. SE600OA·USCAN 277V. minooeratingtemiAOF//OC SE5000A·U-N. SEGOODAUSCAN SE7000A·USCAN architects of energy™ • USA • Germany • Italy • France • Japan • China • Israel solar26; www.solaredge.corn architects 0 1 energy - I Se,a,Edge Technologies Inc. 2009·2012 All nghl5 R d. SOLAREDGE. rhe Sola,Edge Jogo, ARCHITECTS OF ENERGY and opnMIZED BY SOLAREDGE ale liadernarks or regrdered Indeman<5 of SolarEdge rechnologze6. Inc. All ot# tradema/3 menklned herein are uademarl,s of Ihel, res=clive overs· D=: 06/2012, V.03.Sukject to hanee w,thout nctice A l 0,- SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep Compatible TM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. -- f . • Utilizes Zep Solar hardware and UL 1703 listed Zep CompatibleTM modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and EL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components 5/16" Machine Screw Leveling Foot 1 Lag Screw D Comp Mount * Comp Mount Flashing Installation Instructions Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 * Seal pilot hole with roofing sealant * Insert Comp Mount flashing under upper layer of shingle Place Comp Mount centered upon flashing 1* Install lag pursuant to NDS Section 11.1.3 with sealing washer. , Secure Leveling Foot to the Comp Mount using machine Screw . Place module '93 .....4 --4COMP#74 LISTED%,SolarCity January 2013 SolarCity January 2013 Intertek AUTHORIZATION TO MARK Intertek AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the! models described in the Product(s) Covered section when made in accordance with the condilions sel forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Repon. TSM-200PA05. TSM-205PA05, TSM-210PA05. TSM-215PA05, TSM-220PA05, TSM-225PA05, TSM- 230PA05 TSM-235PA05. TSM-240PA05, TSM-245PA05 and TSM-250PA05. This document is the property of Interlek Testing Services and is not transferable. The cedification mafk(s) may be applied only at the location of' the Party Authorized To Apply Mark. TSM-200PA05.05: TSM-205PA05.05, TSM-210PA05.05, TSM-215PA05.05, TSM-220PA05.05: TSM 225PA05.05, TSM-230PA05.05, TSM-235PA05.05, TSM-240PA05.05, TSM-245PA05.05 and TSM- 250PA05.05. Applicant:Trina Solar Ltd Manufacturer: Changzbou Trina Solar Energy Co„ Ltd.TSM-200PA05.10, TSM-205PA05.10 TSM-210PA05.10, TSM-215PA05.10: TSM-220PA05.10, TSM- 225P.A05.10, TSM-230PA05.10, TSM-235PA05.10, TSM-240PA05.10, TSM-245PA05.10 and TSM- No.2 Tian He Road: Electronic Park,No.2 Tian He Road, Electronic Park,250PA05.10. Address:Address:- New District, Changzhou, Jiangsu New District, Changzhou, Jiangsu Country:China 'Country: Contact:Ms. Lihua Yin Contact: Phone:+8651968879039 Phone: FAX:+8651968879006 FAX: Email:lihua.yin@trinasolar.com Email: Party Authorized To Apply Mark: Same as Manufacturer China Ms. Lihua Yin +8651968879039 +8651968879006 lihua.yin@trinasolar.com TSM-200PA05.15, TSM-205PA05.15, TSM-210PA05.15, TSM-215PA05.15,Models: TSM-220PA05.15 TSM-225PA05.15, TSM-230PA05.15: TSM-235PA05.15, TSM-24(}PA05.15, TSM-245PA05.15 and TSM-250PA05.15. TSM-200PA05.18, TSM-205PA05.18, TSM-210PA05.18 TSM-215PA05 18, TSM-220PA05.18, TSM-225PA05.18, TSM-230PA05.18, TSM-235PA05.18, TSM-240PA05.18: TSM-245PA05.18'and TSM-250PA05.18. Report Issuing Office: Control Number:4003042 Menlo Park, CA, USA Authorized by:6/aay= lilliam T. Stdir: Certification Manager TSM-155DA01, TSM-1.60DA0I, TSM-165DA01, TSM-170DA01, TSM-175DA01, TSM-180DA01, and TSM-185DA01. -LISTED' TSM-155[)A01.05, TSM-160DA01.05, TSM-165[)A01.05, TSM-170DA01.05, TSM-175DA01.05, TSM-180[)/\01.05, and TSM-185DA01.05. Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authon-zation to Mark , !11: Ike exclus ve use of Inlritck't, Cl'en! Ine i•, p ovied pursuan, to I: e Certilicat„in moreement between Intertek and * Ct writ. Intpriek's res)::mioi'ily ang liabi ily a:e imile.: 10 1hG terill> and ixills,lion, 01 the c.giccnle.! Intortek r 6*111:124 :.0 l an·l iy lo any D-.ily, 01!,1.9 11,•1·: 11, L·w• Clle.1 in accorriance wl :lip .11 -em,nl. Icr ary Ic.5. e,Dor.so or c.lia/c ocr.is-:red bylhe u./ cl lr, sAull/:-2 0··,1,:Mri,k Orilyine t.len.1 ls :u,hor/0. :0 wim,Impy,lig or d .inbul onol l Ir, Aulloil;/1 lintor.'2.rk and :hor, only In,M ent!:cly. L.'re of Ii,!,d :pk'* Cell,I i.1141··,m,··.r, Is ··i.•9!ri'cloa l, Inc cor, 1,1 0 4 la 11 „·il in.he i.gli•eme 31 =, c in ia s Aul,·0:rail: il li, M,rk ,··n, 11!,1 -=: •.•cin ot llip li,!t ,=pk ila:110 101 !ne s,lo or acve.l rcinco, 0111,w les,ki: i:weeral, pioc„ct or iew:co mest 1,:51 00. aor,romh;, i.•ri:,7.9 liy Inlelek. 1:: ilal Facto7 AS.0.51.imis ar,i: I: il,im ·.1.6 'te:vic:5 .:C 10.1:. p.•ria -6- (;1 assi•,ing appion:late usage of the Certificatkon m·,ix m accordance svilh lhe agreemenl, Ihey are aol for Inc purposc cl i:,i„ui.lion quality conlrol anc ®4,01 re'livie the Clienl it treir obligatio-9 ir, 1:1-* respect. Intertek Testing Services NA Inc. 165 Main Street, Conland: NY 13045 Telephone 800-345-3851 or 607-753-6711 Fax 607-756-6699 Standard for Flat-Plate Photovoltaic Modules and Panels. UL 1703-Third Edition, March 15,2002, with revisions through May 23,2011 Standard(s): Requirements for Flat-Plate Photovoltaic Modules and Panels, ULC/ORD-C1703-01-First Edition, ammended October 2001 Product: Flat Plate Photovoltaic Modules Brand Name: Trina Solar ATM for Report SH11031298-001 Page 1 of 2 ATM Issued: 1:9-Jul-2011 Eb 8.9 4 (8-Jan 10) Mandatory ATM for Report SH 11031298-001 Page 2 of 2 ATM Issued: 19-Jul-2011 ED.8.9.4:(8-Jan·10) Mandatory LL 1 Mono Multi Solutions 60 CELL MULTICRYSTALLINE MODULE WITH TRINAMOUNT FRAME 240-260W 1 B.81 P , 1 4-1 ' TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA @ STC TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 941 mm Peak Power Watts-Pux (Wp)240 245 250 255 260 Power Outpul Tolerance-PMAX B)0/+3 0/+3 0/+3 0/+3 0/+3 I Maximum PCANer VO||(]ge-V,9 CV)29.7 30.2 30.3 30.5 30.7 Maximum Powei Current-1- (A)8.10 8.13 8.27 8.36 8.47 TSM-PA05.18 Open Circuit Voltage-Voc (V)37.3 37.5 37.6 27 J 379 INETAL/IN(.11)11 Short Circuit Current-Isc [A) 8.62 8.68 8.85 8.92 9.00 Module Efficiency rre {%)14.7 15.0 15.3 15.6 15.9 UN(,IDN NAW RAII ¤ 180 990mm THE TRINAMOUNT M O D U L E Averoge efficiencyreduct o• of4.5%at 200W/maccording toEN 60904-1STC Irrodiance 1000 W/mi. Cell Temperature 25°C Air hilass AMI.5 accordng to EN 60904.3 ELECTRICAL DATA @ NOCT TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05.18 PA05.18 PA0518 PA[5.18 PADS 18 I /13 t,11Ol]NfING '1OF 1 1 1. C+All 'Ok f 812mrn Maximum Power-Pwa (WP)174 178 181 Maximum Power Voltage-Vp (v)26.6 26.8 27.0 Moximum Power Curren!-I.pp (A)6.55 6.64 6.70 Open Circuit Voltage (V)-Vic (V)34.1 34.2 34.3 Short Circuil Current (Al-Isc (A]7.04 7.10 7.25 NOCT Jrradlince c' 800 W/ne Ambient Temperature 20°C Wind Speed 1 m/5 184 188 27.2 21.4 6.77 6.86 34.4 34.6 7.31 131 POWER OUTPUT RANGE 15.9% MAXIMUM EFFICIENCY 0-+3% POWER OUTPUT GUARANTEE As a leading global manufacturer of nexl generation photovoltaic products. we believe close cooperation with our partners is critical to success. With local presence around the globe. Trina is able to provide exceptional service to each customer in each market ond supplement our innovative, reliable products with the backing of Trina as a strong. bankable partner. We cre committed to building strategic. mutually beneficial collaboration with Installers. developers. distributors and other partners as the backbone of our shared success in driving Smart Energy Together. Trina Solar Limited www.trinasolor.com Trinsolar Smart Energy Together Our most versitile product • Compatible with all r'najor BOS components and system designs One of the industry's most trusted modules • Over 2 GW sold across all major global markets · Field proven performance Back View LILi 9 M. , 1-V CURVES OF PV MODULE TSM-245 PA05.18 MECHANICAL DATA Solarcells Cell orientalion Module dimensions Weighl Glass Backsheet Frame 3-Box ..1 Cables Multicrystalline 156. 156 mm [6 inches) 60 cells (6 X TOI 1650 X 992 x 40 mm (64.95 x 39.05 x 1.57 inches) 18.6 kg (41.0 lbs) High transparency solar glass 3.2 mm (0.13 inches) White Black Anodized Aluminium Alloy with Trinamount Groove IP 65 or IP 67 rated Photovoltaic Technology cable 4.0 mm' (0.006 inches'). ir Highly reliable due to stringent quality controlI , • Over 30 in-house tests (UV. TC, HF, and many more) 0 • In-house testing goes well beyong certification requirements --. Certified to withstand challenging environmental blY-*, conditions · 130 km/hr wind load (2400 Pa) • 900 kg snow load per module (5400 Pa) LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty m100% 2 '0 $ 909:Addihonal value from Trina Solar s linear warranty 2 - Years 5 10 15 20 25 Industrystandard Ttina Solar 10.co 9.0 -a©GOW/m? 8.00 --- 800W/m'7, I 6.8600W/mi h 4. 400W/rn' 3. 2.200W/m, *IN 0. 0..10.0 20..30.00 Voltage(V) CERTIFICATION US pl Smart Energy Together Irinasolar 1 100 mm (43.3 inches) Connect Driginal MC# 1-TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell 45°C (*2°C)Operational Temperature -40-+85°C Temperature (NOCT) Maximum System 1O00V DC(IEC)/ Temperature Coefficient of P.9.0.43%/'C 600VDCCUL) Voltage Temperature Coefficient of Voc 0.32%/°C Max Series Fuse Rating 15A Temperature Coefficient of Isc 0.047%/°C WARRANTY 10 year Product Workmanship Warranty 25 year Linear Power Warranty (Please refer to product warronty for details) PACKAGINGCONFIGURATION Modules per box: 24 pieces Modules per 40' container: 672 pieces : / CYCLE CAUTION· READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT © 2013 Trino Solortimiled. All right, reserved Specifications included / this datisheel ore subject to change wilhout noIici. COMPAT' eo.p,S' # D-6- 13 631 4 2 304 1 0 7 9 9 9 3