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Home My WebLink About10180541_2071 S. RENE - PlanCITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Blda.ADD.Worksheet PROJECT ADDRESS:2- 931--54 8-ene, Dr.SUITE:SAPIN #h / 90 99/ USE OF BUILDING:FlESIDENTIAL' COMMERCIAL INDUSTRIAL OTHER MASTERID# NATURE OF WORK: NEW ALTER/T. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDIIION/ALTERATION· 1ST FL.. SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL.. SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS: SF RES. REMODEL: SF PROPOSED USE. GARAGE/CARPORT:SF ALTER/T.1.- SF JOB DESCRIPTION (non-residential projects see reverse side of this application): 4 -C,U) Vi#*WAA roof -rACAAnk d S\a $- 99\Yip/\6 . BUILDING OWNER'S NAME: 1-(·en An Lo ADDRESS: TENANT'S NAME (Comm/Ind): , CONTRACTOR'S NAME: 50\ar el¥·y ADDRESS: al 09 5 · (branci Au e . PHONE NO: 1 14 - 3Ipl 1 012 2. CITY:STATE:ZIP: PHONE NO: STATE CONTR. #.LICENSE CLASS:PHONE NO·%99\04 CAU 1)4·9!4.98311 cin':STATE: .zIP Sa n M A·n a 4270£3 WORKERS COMP. POLICY#:EXP. DATE: liolel 0 <Flol-(94052> (A- I-\ t.4 INSURANCE COMPANY: L\ be.r--41/ SANTA.ANA BUS. LlC. # ARCHITECT/ENGINEER:STATE LICENSE #.PHONE NO: ADDRESS:CITY:STATE:ZIP. CONTACT NAME: \'Si n « 83f-S a$(1 .PHONE NO: 1)4.-[5)4- 51:t?60 E-MAIL ADDRESS:6 *pers noA P Kn\Or c jh/, C,Orn . , OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER OCC. GROUP.RECEIPT #14* TYPE OF CONSTR:VALUATION: $le)808 FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE: BLDG. FEE $ P/C FEE PD $d SUBM\UALDATE·. PROCESSED /4/ 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 D Canopy E] Card r.eaders E] Ceiling work U Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector U Elevator shaft U Exterior·doors or windows U Equipment pads El Interior demo C Kitchen equipment 01 Partition walls U Rated corridors U Rated shafts C] Roof mounted equipment [3 Security bars U Screening for equipment U Skylights 01 Stairs U Storefront/facade improvements El Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall - Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure Vefsion #17.6 =4?,SolarCity 3055 Clearview Way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www.solarcity.com January 2, 2014 Project/Job # 927467 RE:COVER LETTER Project:Le Residence 207i S Rene Dr Santa Ana, CA 92704 To Whom It May Concern, A jobsite survey of the existing framing system was performed; by an audit team from Solaraty. Structural review wasbased on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2010 CBC, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 85 mph, Exposure Category C - Roof Dead Load = 8.5 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Gfound/Roof Show Load = 0 psf On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review only applies to the section(s) of the roof that directly supporting the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carfy the PV system loading. The Structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed Bequirements of the 2010 CBC. - Please contact me with any questions or Concerns regarding this project. Sincerely, //2? /id\1 S 5771 PAUN4/7 1.0 1/ &*\ t//*1 7 AU995/ # Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com Digitally signed by Yoo Jin Kim Date:.2014.01.02 08:28:42-08'DO' 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL-CITY F (650) 638-1029 solarcity.com AZ RO¢ 2.13771, CA -3SL-838810d COE{180411 ST NIC)1632· :* LOCHIC· 4P}1486 DC HIS 71101.·881. •,I IT 20770 MANCi •f,8572. MDM,111 08,Ne N.J •3v,42816(2600 OR CCE :80498 PA (773•13. -·X TDLER 270<]G =VA £3CL SOLARC,91907 '& 2013 9(90.34 An fight·G -zer„ c N 1 1/ 01.02.2014 Page # 2 A:.0 SolarCitv . 3055 Clearview Way, San Mateo, CA 94402 (888>-SOL-CITY (765-2489) 1 www.solarcity.corn Le Residence - Job # 927467 ABLE OFCONTENTS' CONTENT Page # Cover Letter 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure &PV System Information 3 Seismic Considerations 4 Calculation Of Design Wind Loads And Uplift Calculations 5 Calculation Of Roof Dead And Live Loads 6 Structural Framing Analysis 7 1/2-MILE VICINITY MAP WImIlll*IqlIl ..ELI-, -'.'-I--.- OMAUU W R U Nj . .£.f='C ' I ... Id r.7 4. . - .4 -- --BRIST..O,' 2 . Le Lill-li-.--2 M A N,0,6 32EZZ' 317:;Al -1 ,1- . I 11' *.--* '0- - -41:F. i.-ar *1.1,1.7ci: f -Wa,-„24.-51 . 4 4,-I 3.:- -d., - ' :1.11.LA--di:T-$2.31-,4„41,-/4/2*/8,/. L ·4. f -'1.£<LEW.##+10-'1 frE=5#'Ift* i:- , .·1' 6*2 ...,Ii,71&11*:FI-a!44.,r-.rT Ck -1 ..,F'. b. r .-I --,„' 9 · ·W- 4: I '0 -. aw. t-: .-. .*. - -EN'.·-w : L ..2.-7.U Il· ' . B I1 S T 0 b l ft;ly,27" crr,r.. -: -3. v 1 , i< ,· 19 A R.N E R E='=124. *ztf g.:* ;4» r -4&5-6-f i I:372/224*il·3:.gi.,@2*UL*-A'UREL inl?< v.2:3..11'ti''HURSJ ...;4. 6 9149*9 1454 ·3<57_*.Wj[*c¢ ·=· :··,' -- -t·i:-[*14 11 3,/5. 1 1 -1 42 1 9 ...1:0,12'.D2£fy t.f'tx-? irr0,42#- *4,1621?762*'419*b .,. 4912 12'r h P,r, L,424¤ 4.2 tip 4 - -41 -,/&7LFIEM 0 1. ik' *1*MS99•·2 r.3 ...4. WL 7-1 "I. 6.-I.„ W Warner Av arner. Avi,4467*Jr-7.1*%14* a'JF 7.11,2.9,?f:2*, 1'61• - ,j,t' *r 4% dEll'*14:. P. i. i 0/O 2 -4 I t, Fefft:Zle'.1 eftj . )1,3.€rpi' , *K •r, '11 -,r ,..... 67 . e fe,-Di A Farm Service A enc if4 42-1 1|¢.4 4 Fi-.- i:kT 2071 S Rene Dr, Santa Ana, CA 92704 Latitude: 33.719927, Longitude: -117.889749, Exposure Category: C 01.02.2014 43.SolarCity Version #17.6SleekMountTM PV System Page # 3 Structural Design Application PROJECT INFORMATION»0- *39 -19 i +8« 52 -= 94 1,2, ful:ilif'd * St li 215* 1 3; ' 1 1 in .I./3 -ike¥%%4 .- - .r. 38 f *8 4% d . 02 1 itt'li ft '8' 4'1·-1 1!F.4%*P == Pt.0*ct' Nihe: ir 4 1-0Residencet. 9 3 7!,i ' - 29' 99*77 ' Alill :: -'.·13% friEFF 'Santi,Alia 3 ,# ,-'. 3: 2 Job Number:927467 Building Code:,2010 CBC - . 16,Tidn An- 9. P ' ' :lit, Baked: Oii: Ri' '31 -"6I1*€-2009/ IBC 2009 -7T-I:3 1% 1 - .- i ,€ostdmier Nakid: Address:2071 S Rene Dr ASCE Code:ASCE 7-05 0 :42. 1,:. :-4 :F., r r 31 1 ikity/State:Santa Ana,CA · il·-3.kiER.Cateqori>. ../H -9$@33**1/ 82* : . 4, 11 Zip Code 92704 Upgrades Reg'd?No 4.4 111 41 f £ itude'/ LOAqitude: 33.719927 -117.889749 i G} i..%*Stamp Reci:d?j .rz· 12 ' 9@W.Yes ' 4 -1 - ' . SC Office:Orange County PV Designer:Jake Kirkhuff --' 342@kit·. 6 ..tul ,00*Jin Kim, P.E.9, a.1 - · . Calculhtiohs: 7 3 4 Humbhrey Ka'riuki, P.E. .ME MOUNTING STRUCTURE & P VSYSTEM INFORMATION 1 - Mounting Plane Information - Roofing Material Tile Reveal .SM Span Only Standing Seam Spacing SM Seam Only Roof Slooe Rafter Spacing Comp Roof NA , NA 9O 24" O.C. PV Assembly Information PV System Type PV System Module Orientation Tile Attachment System Tile Spainer Bar Direction Spanning Vents Standoff (Attachment Hardware) Minimum Eave End Setback Minimum Ridge Setback Tile Roofs Only SM Span Only SolarCity SleekMountM Landscape and Portrait NA NA No Comp Mount Tvoe C_ 4" 12" PV System Weight PV Module Weight (psf) Hardware:Assembly Weight (psf) PV System Weight (psf) 2.5 psf 0.5; psf 3 psf Page # 4 SEISMIC{CONSIDERATIONS I :i:: f % »*te 14. Sdi*mic Design 'Critoria·'(per USGS)3%3*i{*92 -:.-4.'-i:'-'%'E':;2·'79:1-43*.:p.....0 i 'lk.37 »z.--i.3-Vi:.... 7. Seismic Design Code Latitude: ' ..4 9 - t , Ve 11 Longitude SRA at Short Periodi :BER. de : iR SRA at ls Period Soil Site.Class · Seismic Design Category Seismic Check Required (Ss 2 9 b.49 & Sbc E m? 124 1 4 3%{i?% tuta:.:St, S1 -9/ *rt.=10 SDC 12. ASCE 7-05 4 *90! ' I: U1 2211 9 I -4 I 33.7199 i -117.8897 2 ,%3' ill?1% tifififf# 4i %1?./L611 0.567 f ) · tifit f *RFFilf %5 #Etii D 4 D B Y *40 Yes i I i.... .... .. -- I :t:..t p: 11.y i. 41: ,t#. 1 2 itri-2 I Q ;53;22 ,·te. t::i:4 4 tt:.:ft¢ 4% :SGS ..."":9 USGS .....IBC 1613.5..2:4 21.4 m USGS IBC 1613.1 .53 ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK f Weight of Proposed Py System •6 - : m- i -#8 - **3% - 12»* ..1 3. , 12..7 'de i ''f-Afea-'-1 1'-Dedd Load '.': :Weight -'. PVSystem Weight " p *.: r ,. 182 sf I· ' 3. pkf 805 lbs . Total Weight of PV System W(PV)845 lbs Weight of Roof on Existing Buildihg Sum Area of MPs with PV 563 sf , Portion of Roof Weight 'Area '..Dead Load 'Weight Roof 563 sf 8.5 psf 4,786 lbs Ceiling 563 sf 0.0 psf 0 lbs Interior Walls (Top Half)380 sf 6.0 psf 2,278 lbs ExteNor Walls (Top Half)380 sf 18.0 psf 6,834 lbs Net Weight of Roof Under PV (exi St)13,897 lbs Check % Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral 6.1%W(PV)1 W(exist)Force Resisting System Increase Seismic Shear Load < 10%, -> [OK] IBC Sect. 3404.4 Note: Seismic base shear is directly proportional to roof weight, Page # 5 CALCULATION OF DESIGNJWIND1O*DS Riaglisit'nitfi##19 ·--954 Wind Design Code Wind Design Nldliodi!% lii 'i 4 L Basic Wind Speed E*dsure Categoty - i fi *Er , Roof Style Mean @6-6f Height ., if R 3 -, i!* 9 Effective Roof Slope EffectiOe Rafter Wating -4 11 - d fiE; 1 Effective Wind Area (1 Module) {elt"- 8.RJ- . LE'Ff·12§%2%-i23'-IME-·L, 04_129·3,4 ASCE 7-05 , L 2.15 « 293. 1 4, 4 4 I ..le .:, :i: Ramally/Fully'Enblbsed Meth-od. 41* - ' 4-- -1 ' f."-5 V 85 mph Fig. 6-1 U = 0 1 % 02*F s . Section 6.5.6.32 Gable Roof Fig. 6-118/C/D-14A/B I it ' .·h 33 221 't 2 it. f' 4 14*i} ' 1-5 ft...443 32 ' 2 .31 Section 6.2. 9O 2 -' iii 2 il 'if i fi r· S.·.5 :9 - .24"0.C: 3 31* F 3 1 ·52.9 .41$ Fil 'iliwi A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.85 Table 6-3 Tepographit Factor i · 5 4, : . IL 1'45*tion 6.5.7' % .,. '- 8 i ': : : Ir * 1 '95.111%. 2 Wind Directionality Factor Kd 0.85 Table 6-4 Embdi:tilce Factor L - .4. *· I . '1.0 -J Table 6-1 qh = 0.00256 (Kz) (Kzt) (Kd) (VA 2) (I)Velocity Pressure h Equation 6-1513.3 psf Wind Pressure . 2- I.' Ext. Pressure Ceefficient (Up)-0.88 Fig. 6-11B/C/D-14A/BGCp cup) Ext. 'Pressure Coefficient (Down)GCp (Down)0-45 ',Fig· 6-118/C/D-14A/B Design Wind Pressure p P= Clh (GCp)Equation 6-22 Wind Pressure Up 'P(up)-11.7 psf Wind Pressure Down P(down)10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allbwable Standoff Spacing Landscape 72"39" Max Allowable Cantilever Landscape .24"NA Standoff Configuration 'Landscape Not-Staggered Max Staodoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -193 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 30.4% 1 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 72'65" Max Allowable Caritilever Portrait 24" NA Standoff Configwration Portrait Not-Staggered Max Standq(Uributary Area Trib 32£sf PV Assemblxpead Load W-PV 3 psf NeEWind Uplift -at Standoff T-actual -322 lbs UPLft Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 50.5% Page # 6 CALCULATION OF ROOF DEAD AND LIVEILOADS Roof Dim-ad. Laad, 34155. ··i; 4*1- -2:.5:-3 Roof Category Description Roating Tybe ff · 1 1 .mn Number of Layers r m %21 1 3%12* 4 3 4kS-Undeflayment '6'/ e1 +I . P»£ I c 37@*%0*e Plywood Sheathing 9§ s e %% ' 'h 1- - 1-310*¢*iiI...I -·,·fifti =*·i_ 1*lj 1· CLoad T All MPs 1'·0 rtisf p:Ir ,'1% 1 1 -Con-ib Roofr in * 8-· .31'1 :Eft -9. 1 r..' 1 3 1 Roofirig'Papdr 4 4%9, 4 11; liT i " -0.5 psf Yes 1.0 psf Board Shilithii R 21 62 40 1 1/01% .* 2 - 351 Rafter Size and Spacing Vaulted Ceiling 2 E 1 1.; 6 1 459 · 4 11- Miscellaneous ¥6tal Roof Ddad.Load iti F it{Bil: fi H ge * fii' tif ift€-D - 4 %# 1 ':3None 0;' ..,1. r r J. 1 .0..Opsf 2 x 6 @ 24 in. O.C.0.8 psf »; i 111.48 RD- 5 : ff ' 13.1 . 'Yes - *. 0. 4; 9 .13 · 12' F. 3.6 osf ?61!86 Miscellaneous Items 0.6 psf 1.40 ' f , 3 411: 251 N. 8.5 psf,(AlliMPs) Ir' ft 21' 1 i l' , 8.5 psf Redi,Edd Rdbf Live Ldid 31'· , ·Symbdi E - 3.4,-*03 *F ·f.'i.Valuh ASCE 7-05 Roof Live Load 4 20.0 W Table 4-1 Mefnber TributalkA.rehi 'i 1 4.'.,filit i. ;i*;et-ft *iit iffi. ··th L % 1-f &200 sf . mi . pt.L Roof Slope 2/12 : , n'., :. 8 : 44 '' : :Tributary Area Reduction : r f.· ' 1 1 4,1 1. I. g. 0 1 '7 1 1 . r*,e "; w * 7. ' Section 4.9 Sloped Roof Reduction R 1 Section 4.9 Reduced Roof Livelload * .: · ., ' . tr - 0 . . 0' 4 = Lo (Rl) (Rz)Equatidn 4-2 Reduced Roof Live Load Lr ' 20 psf (All MPs)20.0 psf -- COMPANY PROJECT WoodWorks®3055 Clearview Way SolarCity Corporation SOFTWARE FOR WOOD DESIGN San Mateo, CA 94402 Jan. 2, 2014 10:47 JB-927467-00 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Disitribution Pat:-: Location [ft]Magnitude:Uhit tern Start End Start End DL Dead:F·ull Area Ne 8.50 (24.0)* psf PV DL Dead Partia]. Area No 1.08 13.92 9.00 (24.0)* psf RLL1 Rcof constr.Partial Area Yes 0.00 :1.08 20.00 (24.0)* psf RLL2 Roof constr.Partial Area Yes 13.:92 15.92 20 - 00' (24.0) * psf *Tributary Width tin) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : - 16'-4.8" - 0' 2'-4"15'-10" Unfactored: Dead 304 20:7 Roof Live 54 75 Factored: Total 359 282 Bearing: E'theta 636 636 Capacity Joist 3699 3:34:1 SUPPorts,4101 4101 Anal/Des Joist 0.10 0.08 Support 0.09 0.07 Load comb #2 #4 Length 3.50 3.50 Min reg'd 0.50*0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.2,9 1.25 Fcp sup 625 :625 *Minimum bearing length setting used: 1/2" for end supports MP1 Lumber-soft, D.Fir-L, No.2,2x6 (1-1/2"x5-1/2") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 16'-4.8"; Pitch: 2/12; Lateral support. top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN JB-927467-00 MP1.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 =40 Fv' =1662 fv/Fv' =0:.:24: Bending(+)fb.= 1208 Fb' = 1211 fb/Fb' =1.00 Bending(-)fb =2240 Fb' = 1645 fb/Fb' =0.13 Defleetion: Interior Live 0.0.4 =: 4/999 0.:91 =L/180 0.05 Tetal 0.81 = L/203 1.37 =L/120 0.59 Caritil .Live -0.02 = <L/999 0.32 =L/90 0.06 Total -0.43 ·=L/66 0.47 = 6/60 0.90 Additional Data: FACTORS:F/E(ps'i)CD CM Ct CL CE efu Cr Cfrt Ci en LC# Fv'180 0.9:0 1.00 1.00 - = - - 1.00 1.:00 1.00 1 Fb'+900 0.90 1.00 1.00 1.00.0 1.3.0.0 1.00 1.15 1.00 1.00 - 1 Fb'-900 1.25 1.00 1.00 0.978 1.300 1.00 1.15 1.00 1.00 - 2 Ftp 1 625 -1.00 1.00 - -1.00 1.00 - - E'I 1.6 million 1.00 1:.010; - -- 1.00 1.00 - 4 Emin'0.58 million 1.00 1.00 - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear :LC #l = D only, V =238, V design =218 lbs Bend.ing(+) LC #1 = Di :enly, M =761 lbs-ft Bending (-)LC #2 =D+Lt, M =139 lbs-ft Deflection: LC #3 =(live) LC #4 :=(tetal) D=dead L=construction S=snow W=wind I=impact Lr=:coo:f constr. Le=cancentrtated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+3 or L+Lr, _=no pattern load in this span Load combinations: !ASCE: 7-10 / IBC 2012 CALCULATIONS: Deflection:EI =33e06 lb-in2 "Live"' deflectien = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Lead Defleetion) + Live: Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as pet 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 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 bearingis required for atl sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. 01TYOFSANTA Planning and Building Agency Planning Division 20 Civic Center Plaza PLA?*G P.O. Box 1988 (M-20) & BUILDING Santa Ana, CA 92702 AGENCY (714) 647-5804 www.santa-ana.org Sapin Dev Rev Application Data Sheet :Master I.D.: 2014-112390 Application Number: RES-2014-335-ALT Project Address: 2071 S Rene Dr Application Date: 01/23/2014 Planner/Project Manager: Orozco, Ivan 4,*24*e,M+0+*aux¥**4*w#62***am'***a#**4*•$,4**er*te£%44*e****98%8tee?%*slls*e,em*8%?ea*e,emem#m*$:2=®=4 -MI-ey:«4**#44Ee?2*%,88&e**%&#*¥aw**w*mwla*my*ts#*&*®tn$*m#$***ek4k?$8%*2&%»&*£*kMaASSe#*mAm*im5Na*4 Determination:Approved Application Description:Install new selar system. Dev Rev Project Conditions: repair any damage to roof material caused due to the solar system installation, prior to final match existing material. Page 1 of 1 ABBREVIATIONS A AMPERE AC ALTERNAl-ING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED 1 CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE Pol POINT OF INTERCONNECTION BV PHOTOVOLTAIC SCH SCHEDULE SS STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VOC VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT LICENSE CA # 888104 C-10 4 . Ben buAK MODULE GROUNDING METHOD: SLEEKMOUNT AHJ: Santa Ana UTILITY: Southern California Edison (SCE) APPROVED ELECTRICAL NOTES PLANNING DIVISION ORISDICTION-NOTES "CES - 1. WHERE ALL TERMINALS OF THE DISCONNECTING ECEIVE A SIGN WILL BE PROVIDED WARNING oF THEI SEPARATE PERMITS ARE REG-fl}RED FOR MASTER I.D 114-H_2319_ MEANS MAY BE ENERGIZED IN THE OPEN POSITION, - ELECTRICAL, PLUMBING & FLEC, ANICAL PLANEHAZARDS PER ART. 690.17.i ji all ttmes and it is unlawful to mna any changes c, 1 JAN 2 3 2014 DATE-[-1 23'/q¢ set of plans and specification muy he kept on the jc:b2. EACH UNGROUNDED CONDUCTOR OF THEL·,0, PLANNER_3231- 3. A NATIONALLY-RECOGNIZED TESTING i alterations on same without writen pirmission trom the 1MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED. PHASE AND SYSTEM PER ART. 210.5. TRANSFERRED BY DATE LABORATORY SHALL LIST ALL EQUIPMENT IN City of Santa Ana. City of Santa Ana COMPLIANCE WITH ART. 110.3.ROUGH_ _FINAL- NONE_ - 4. aRCUITS OVER 250V TO GROUND SHALL The acceptance 01 this plan and ipecifications SHALL NOT I COMPLY WITH ART. 250.97, 250.920)J be held to permit nor be an appeval the violation of any PLANNING INSPECTION REQUIRED: provisions of ANY City Ordinanco or Sate Law.NAME (714) -- 5. DC CONDUCTORS EITHER DO NOT ENTERBUILDING OR ARE RUN IN METALLIC RACEWAYS OR <fL_Date1.-¢-141 RETAIN PLANS FOR FUTURE REVISIONS.ENCL0SURES T0 THE FIRST ACCESSIBLE DC t Accepted By - - · -,BJECT TO rEE>,13 CHECKED AND CONWIMNS---· ·-DISCONNECTING MEANS PER ART. 690.31(E). # 'PERMilTYPE:ELECT PLBGOEiow:ARCHE CTU.RAL 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN CITY OF SANTA ANA 1 Date Issued- O INTER!03 -O ONLY RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY -MECH GRADING El NO E>'-:-Er-;0<RALTERATIONS/MODIF ATIC)ACCEPTE-i} FOR C UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED ATUHE·PERMT# \o (go»t I O ALL «TERiP.LS TO MATCH EXISTIN O SCRE. vG 320'2!RED UL-LISTED LOCATION PROVIDED BY THE 12-.3. - L.1 ULL-··C., i L...-.MANUFACTURER USING UL LISTED GR0UNDIN0 OCC. GROUP in c, ir......i' , .1-, : C J:E PLANS SEPARATL :ERMETS HARDWARE CONSTR. TYPF A ELECTRICAL. F LUdBING BONDEDOWITHEEPMENTGROUND COONDucTORs ATD CODE EDITION -CL-6 r_ 41- 0 13 GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTRODE CONDUCTOR FLOOD ZONF :iwations on satne without city of Santa Ana SHALL BE SIZED ACCORDING TO ART. 250.166(B) &---- -=- 690.47.FLOOD ZONE CERTIF. REQ'D YES 10% 1 MIC Er' 91.M YES Not tccepted By- VICINITY MAP - .. P COVER SHEET N :i.-¢111,11.1 ''t PV3 STRUCTURAL VIEWSN , .11] 41-;,14 -ir; - PV2 SITE PLAN ;Date Issued - 2.U!£21 W ; • : t.1 Ill, ,PV4 UPLIFT CALCULATIONS 1.ir/-4LF-,t.*PV5 THREE LINE DIAGRAM GENERAL NOTES Lf , I.CJ .»64 ./t.. 4. 1 1. Cutsheets Attached - M -,3 .1%77'"i et :--6: 3.--- lutil[,E , 3.6 & ... . I J '.LL ·.af•„...r. 0--1. THIS SYSTEM IS GRID-INTERnED VIA A UL-LISTED POWER-CONDITIONING INVERTER..b: - .1.9.521£1 . •7MF-lwill3 R ISTO L,/07' 7911*40! 94£ 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. *. --'„i't, e " 9 r. -1, ·. 4=,WARNERJg776111,6,44123. SOLAR MOUNTING FRAMES ARE TO BE .E GROUNDED. , r - - 1 %· .. I. . I4. ALL WORK TO BE DONE TO THE 2010 CALIFORNIA BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH LAURECHURST.444 h*4 9 .' : ' REV BY DATE COMMENTS 5 -S . 4.:irlt 1.' f 4.-1THE 2008 NATIONAL ELECTRIC CODE AS AMENDED ,-0 L.£24 -2 1 6 REVA NAME 1/2/2014 COMMENTS BY THE 2010 CAL]FORNIA ELECTRIC CODE.1 - . *I p Dial . .Geological Survey, USDA-Farm Service AaencV * .I I 1 -a.. R DGP zone_ F-4 f INDEX CITY OF Rft1 Z CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEAT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, MTHOUT THE WRITIEN PERMISSION OF SOLARCITY INC. JOB NUMBER:JB-927467 00 MOUNTING SYSTEM Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER POWER-ONE # AURORA PVI-3.6-OUTD -S-US PREMISE 0*ER: LE, TIEN AN 2071 S RENE DR SANTA ANA, CA 92704 7143621922 DESPnON: LE RESIDENCE 4 KW PV Array PAGE NAME COVER SHEET DESIGN: Jake Kirkhuff SHEET:REE DAE PV 1 1/2/2014 %.Solaraty 3055 Clearview Woy St,7 Mateo. CA 94402 T: (650) 638-1028 F: (650) 638-1029 (888)-SOL-alY (765-2189) www.solorcity.com , Ban Liu Mpl PITCH: 9 ARRAY PITCH: 9 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 2 Stories 3· Fire Setback (E) DRIVEWAY 0 0 0 eOFESs/@14 0 0 S 5U1 m C ff h 0 0 0 0 0 OE -0 93 -6 ·1- _ _I L S FRUCTU Iat-»4!Mfi ulgirally signea Dy Too Jin Aim Date: 2014.01.02 08:26:19 -08'00'LEGEND \0 0 1 10 (E) UTILITY METER & WARNING LABEL Front Of House INVERTER W/ INTEGRATED DC DISCO11 &WARNING LABELS /3 1;'?ire Setback 1 EDI DC 0 DC DISCONNECT & WARNING LABELS ,ppr wai 01 the * AC DISCONNECT & WARNING LABELS --- DC JUNCTION/COMBINER BOX & LABELSSAR TA ANA DISTRIBUTION PANEL & LABELS == ==Z= LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE r>-2-1 4 )1 L 10 INTERIOR EQUIPMENT i SITE PLAN N TOTAL ARRAY AREA (SF): 288 TOTAL ROOF AREA (SF): 2361 Scale: 3/32" = 1'W{ 0>E 1 TOTAL ARRAY AREA IS * 12.18 PERCENTOF TOTAL;ROOF AREA 0 1' 10'21'4 S CONFIDENTIAL - THE INFORMATION HEREiN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED [N WHOLE OR IN PART TO OTHERS OUTSIDE THE REGPIENTS ORGANIZATION, EXCEPT IN CONNECnON MTH 1HE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, MTHOUT THE WRITTEN PERMISSION OF SOLARaTY INC. JOB NUMBER: JB-927467 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER: POWER-ONE # AURORA PVI-3.6-OUT)-S-US PREMISE OnNER: LE, TIEN AN 2071 S RENE DR SANTA ANA, CA 92704 7143621922 DESCRIPnON: LE RESIDENCE 4 KW PV Array PAGE NAME SITE PLAN DESIGN: Joke Kirkhuff SET: REE DATE: PV 2 1/2/2014 tio.SolarCity 3055 Clearview Way San Mateo, CA 94402 T: (650) 638-1028 F: (650) 638-1029 (888)-SOL-CITf 065-2489) -w.splarcity.com -- 1'3'-7" L (El LBW , Ben Li u | l S 5771 (Ei) ' Digitall»tiUMEfby Yoo Jin Kim Date: 2614.01.0208:29:00 -08'00' T:*2 I CAD SIDE VIEW OF MP1 RAFTER:(E) 2x6 @ 24" 0.C. NTS CEILING JOIST: (E) None @ 24" 0.C. MAX SPAN:13'-7" MAX LANDSCAPE STANDOFF X--SPACING: 72" O.C. F'-MAR PORTRAT-STAND-OFF-X--SP-*CING? 121197 30 9@5; 3&& 9&1 10 9,4 ¢ 101@lion PV MODULE 7 5/16" BOLT WITH LOCK -\ & FENDER WASHERS ZEP LEVELING FOOTZEP ARRAY St<IRT F- (6) ZEP COMP MOUNT C - INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOI HOLE. SEAL PILOT HOLE WITH POLYURETHANE SEALANT. m.-4 £NEEEZ3= (E) COMP. SHINGLE «»37--72 (1) 146ZEP FLASHING C -.4Xj / - (3)INSERT FLASHING. PLACE MOUNT. (E) ROOF DECKING -1 C //V '4, - (2) ,INSTALL LAG BOLT WITHr 5-716" -DI-ATIJAG -BOET-- / /L (5)SEALING WASHER. F WITH SEALING WASHER j / LOWEST MODULE SUBSEQUENT MODULES KINSTALL 1-EVELING FOOT WITH | _(2-1/2" EMBEDi MIN)7 /BOLT & WASHERS. (E) RAFTER STANDOFF Scale: 11/2" = 1' CONFIDENnAL - 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 ORGANIZATION, EXCEPT IN CONNEinON WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:JB-927467 00 MOUNHNG SYSTEM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER: POWER-ONE # AURORA P\4-3.6-OUTD-S-US PREMISE OWNER: LE, TIEN AN 2071 S RENE DR SANTA ANA, CA 92704 7143621922 DESCRIPHON: LE RESIDENCE 4 KW PV Array PAGE NAME STRUCTURAL VIEWS DESIGN: Jake Kirkhuff SHEET:REV: DATE: PV 3 1/2/2014 Al,SolarCity 3055 Clearview Way San Moteo, CA 94402 T: (650) 638-1028 F: (650) 638-1029 (888)-SOL-CnY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE CA # 888104BOND-(N) #8 GEC TO TWO (N) GROUND Panel Number: NA _ - Invt: DC Ungrounded INV 1 - (1);POWER-ONE # AURORA P\,1-3.6-OUT)-S-US LABEL: A -(T@ TRINA SOLAR # TSM-250PA05.18· RODS AT .PANEL WITH IRREVERSIBLE CRIMP Meter Number: SCE 222013-610273 ---Inverter, Zigbee, 3600W. 240V, 96%PV Module; 230W, 227.5¥CRIC, 40•M, Block Frame. MC4, ZEP Enabled C-10 INV 2 Voc: 37.6 Vpmax:30.3 &4 l-7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS DENnFIER &.0 (N) 200A MAIN SERVICE PANEL SolorCity (N) 20OA/2P MAIN CIRCUIT BREAKER ,Inverter 1 IND () POWER-ONE200A/2P I AURORA PVI-3.6-OUTD-S-US DC- , DC- 10- EGC jU '9LTAGE r,n In-T- ADJUST MIN. ACTIVATION V 1 String(5) Of 8 On MP'l (E) LOADS ------rsiv-1L1 L2 DC+G.FP/GFQI O- N (N)20A/2P EGG/0- DC+ GEC2A De. N 395/gEE - 1 GEC -1 DO NOLADJUST MIN.> ACTIVATION MQLTAGE Dc- 1-1 EGC -pl - ---- - 1 SMng<5) Of 8 On Me,1 L( 1 )'Conduit Kit; 3/4" EMT TO 120/240V 1 1 1 1 SINGLE PHASE 1 1 URUTY SERVICE 1 1 Voe* = MAX VOC AT MIN TEMP PC>I-(2)Ground Rod; 5/8' x 8% Copper AC A A ('1 ) SolorCity STRING JUNCTION BOX1 32 5R ,UNFUSED, GROUNDED DO 2 -(2)ZEP # 850-1196-001 Combiner Box Brocket, For ZEP, bottom mount only (1) AWG #10, ™WN-2, Block (1) AWG #10, ™WN-2, Red -L-(1) AWG #10, 11WN-2, White .- (1) AWG #8,. 111.WN-A. Green . NEUTRAL Vmp = 240 VAC EGC/GEC -(1) Condujt Kit; Imp =16 AAC - U€,EMT,/7\ --T--(1) AWG #10, THWN-2. Black G-(1)·AWG #10. TH--2. Red! 9--fl)AWG #1.0, THV-2,.(reen. EGC 7--(1) AWG #10,111*-2. Black |- (1) AWG #10, TH¥N-2, Red CL.(i )AWG #10,.THMI-2,.Green. EGG . 3 AIX - 7 ADC 1 7 ADC Voc* = 329.68VDC Isc = 8.8' Vmp = 242.4 VDC Imp= 8.2 Voc¥ = 329.6896( ' isc = 8.8! Vmp = 242.4 VDC Imp= 8.2 (2) AWG #10, PV WIRE Black Voe* = 329.68VDC Isc = 8.85 ADC ( 1 ) AWG #10. Solid Bare Copper EGC Vmp = 242.4 VDC Imp = 8.27 ADC (2)AWG #10, PV #RE,Bladc 962 -= 329.689[C isc -8.85 - ADC ( 1 ) AWG #10, Solid Bore Copper EGG Vmp = 2424 VDC Irrip= 8.27 ADC CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC, NOR SHALL IT BE D]SCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE lHE REGPIENTS ORGANIZATION. EXCEPT IN CONNECRON WITH THE SALE AND USE OF THE RESPECnVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARaTY INC. JOB NUMBER:JB-927467 00 MOUN11NG SYSTEM: Comp Mount Type C MODULES: 06) TRINA SOLAR # TSM-250PA05.18 INVERTER: 1 POWER-ONE # AURORA PM-3.6-OUTD -S-US PREMISE OmER: LE, TIEN AN 2071 S RENE DR SANTA ANA, CA 92704 7143621922 DESRPHON: LE RESIDENCE 4 KW PV Array PAGE NAME THREE LINE DIAGRAM DESIGN: Joke Kirkhuff SHEET:REE DATE: PV 5 1/2/2014 g,tbolarCity 3055 Clearview Way Sun Mateo, CA 94402 T: (650) 638-1028 F: (650) 638-1029 (888)-SOL-C[TY (765-2489) www.solarcity.com --- V,a.:S ELECTRICAL CALCU LATIONS 4 j Ben-Liu String and 2 Combined Strings Module Type:Module Count:Icont = (Amps): TRINA SOLAR # TSM-250 ZEP 16 11.06 Branch Circuit Individual MPPT 1 strings per Branch A 1 strings per Branch B 8 modules per series string 8 modules per series string String Branch A Branch B Conductor:Conductor:Conductor; Icont * 1.25 = (Amps)13.83 13.83 13.83 30 deg C ampacity = 40 40 40 PV Wire Size:AWG_10 AWG_10 AWG_10 Icont = (Amps)11.06 11.06 11.06 Start ampacity 40 40 40 Temperature derate (%=F)0.76 0.76 0.76 Conduit fill derate (%=#) 1 0.8 0.8 Derated ampacity 30.4 24.32 24.32 Icont * 1.25 = (Amps)13.83 13.83 13.83 Ampacity 40 35 35 Inverter Output Inverter Type:Inverter Count:Total Power-One PVI-3.6-S 1 Icont = (Amps): 16 Icont * 1.25 = (Amps) 20 OCP Size = 20 Conductor 3:AWG_10 THWN-2 Icont * 1.25 = (Amps) 20 30 deg C ampacity = 40 Icont = (Amps) 16 Start ampacity 40 Temperature derate (%=F)0.91 Conduit fill derate (%=#) 1 Derated ampacity 36.4 Icont * 1.25 = (Amps) 20 Ampacity 35 CONFIDENTIAL - THE INFORMARON 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 ORGANIZATION, EXCEPT IN CONNECnON WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENL WITHOUT THE HRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER JB-927467 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER: POWER-ONE # AURORA P\4-3.6-OUTD-S-US PREMEE OWNER: LE, TIEN AN 2071 S RENE DR SANTA ANA, CA 92704 7143621922 DESMPTION: LE RESIDENCE 4 KW PV Array PAGE NAME: ELECTRICAL CALCULATIONS DESIGN: Joke Kirkhuff SHEET:RE* DATE: PV 6 1/2/2014 --- SolarCity'04: 3055 Clearview Way San Mateo, CA 94402 T: (650) 638-1028 F: (650) 638-1029 (888>-SOL-CITY (765-2489) www.solarcity.com CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE' FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 2071 S Rene Dr INVERTER AND DC DISCONNECT ' 1\ 1U TILI TY \ SERVICE ---------- SOLAR O PHOTOVOLTAIC ON ROOF PHOTOVOLTAIC BACK-FED aRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 - OPERATING VOLTAGE = 24QV MAX CURRENT = 16 A CONnDENnAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN HOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECnON MTH THE SALE AND USE OF THE RESPECVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB-927467 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (16) TRINA SOLAR # TSM-250PA05.18 INVERTER: POWER-ONE # AURORA PVI-3.6-OUTD-S-US PREMISE OmER: LE, TIEN AN 2071 S RENE DR SANTA ANA, CA 92704 7143621922 DESMPnON: LE RESIDENCE 4 KW PV Array PAGE NAME: SITE PLAN PLACARD - DESIGN: Jake Kirkhuff SET:REV: DATE: PV 7 1/2/2014 24.SolarCity 3055 aearview Way Son Mateo, CA 94402 T: (650) 638--1028 R (650) 638-1029 (888)-SOL-CITY (765-2489) wn.solarcity.corn r .. Label Location: CAUTION:,SOLAR CIRCUIT· 7. (C)- MAXIMUM:AC Per Code:OPERAUNG CURRENT CA Fire Guidelines i „ ' MAXIMU:M AG - OP.ERATING MOLTAGE A V Label Location: (AC) (POI) Per Code: CEC 690.54 UPHOTOW©erAIC ftic DISCONNECT Label Location: (DC) (INV) Per Code: CEC 690.14.C.2 PV SYSTEM DISCONNECT FOI3 I UTILITY OPERATION Label Location: Label Location: (AC) (POI) IMAXIMUM POWER-'POINT CURRENT (Imlj):.. PC)INTAXVM&*23%v MAXIMUM SYSTEMI SHORT-CIRCUITI WARNJNG ELECTRICAL SHOCK HAZARD DO NOTTOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSEDTO SUNLIGHT WARNING ELECTRIC SHOCK HAZARD IF A GROOND FAULT IS INDICATED NORMALLY GROUNDED CONDUOTORS MAYBE UNGROUNDED AND ENERGIZED PHOTOVOLTAIC AC DISCONNECT (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 WARNING ELECTRIC SHOC:K HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH UNEAND LOAD SIDES MAY BE-ENE:RGIZE• IN THE OPEN POSITION WARiNI NG 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 UNEANI LOADSIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE-ENERGIZE BOTH SOURCE AND'MAIN BREAKER. PV POWERSOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC VOPERATING VOLTAGE CAUTION DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM Label Location: (AC) (POI) Per Code: CEC 690.17 Label Location: (Pol) Per Code: CEC 690.64.8.7 Label Location: (POI) 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 Cohduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection 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 ORGANIZAnON, EXCEPT IN CONNECnON ¥dTH IHE SALE AND USE OF IHE RESPECTIVE SOLARCITY EQUIPMENT. MTHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SC - CA Santa Ana Label Set %/Solartity m[EI[[IIEIDE][ID SOIDI[IIWEIA 8402 TMW[[EmI]02[3 [Il I[IKE]020 [mmli/01:01·TY [124[EZIZI[In[B[Im[Im 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. • Utilizes Zep Solar hardware and UL 1703 listed Zep Compatible™ 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 Lag Screw » Comp Mount iD 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 * Install lag pursuant to NDS Section 11.1.3 with sealing washer. * Secure Leveling Foot to the Comp Mount using machine Screw * Place module 2.4. 9% * ®USTED%/SolarCity January 2013 Solartity January 2013 2& power-oner -Renewable Energy Solutions AURORA PVI-3.0-TL PVI-3.6-TL PVI-4.2-TL t513 GENERALSPECIFICATIONS OUTDOOR MODELS The most common residential inverter isthe ideal size for an average- sized family home. This family of single-phase string inverter complements the typical number of rooftop solar panels, allowing home-owners to get the most efficient energy harvesting for the size of the property. This rugged outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. 119..I. jjljjmwi,i -- 2. One of the key benefits of the Uno family of single-phase inverters is the dual input section to process two strings with independent MPPT especially useful for rooftop installations with two different orientations (ie East and West).The high speed MPPT offers real-time power tracking and improved energy harvesting. The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. Featu res *u • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPPT, allows optimal energy harvesting from two sub-arrays oriented in different directions • Wide input range • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range • Outdoor enclosure for unrestricted use under any environmental conditions • Integrated DC disconnect switch in compliance with international Standards (-S Version).-lillillillilililillillillillillillillillillillilillillill• RS-485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PV!-DESKTOP -4/2/#&:Al'.··22=2=Re,-iL=6./5-- .=< d2_- -,9"1 11,21'1-=hele-> ----- -- 1/6,"/*0 TECHNICAL DATA VALUES PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-4.2-OUTD-US Nominal Output Power W 3000 3600 4200 Maximum Output Power W _ 4 3000 3300" 3300"3600 4000'• , 4000*' 4200 4600"4600*• Rated Grid AC Voltage V ,208 , 240 277 . 208 240 277 208 240 177 -:"39".Input Side (DC)Number of Independent MPPT Channei 2Maximum Usable Power for Each Channel - W 2000 3000 3000 Absolute Maximum Voltage (Vmax)-V I 600 600 600 Start-Up Voltage (Vstart)-01- v !-- i00(adj. 120-350) - 1-- 200(adj. 120-350) 22_ 200(ad j. 120-350) Full Power MPPTVottage Range 160-530 |120-530 140-530i f 42-0.7xVstart-580 2 0.7*Vstart-580 -_ -0.7xVstart-580Operating MPPTVoltage Range 32Maximum Cu rrent (ld Max) for both MPPT in Parallel A 20 32 Maximum Usable Current per Channel A j_ 10 16 16 Maximum 5hort Circuit Current Limit per Channel _ A __1 12.5 20 20 Number ofWire Landing Terminals Per Channel _ _ 2 Pairs (1 on -5 version) I 2 Pairs (1 on -5 version)2 Pairs (1 on -S version) Array Wiring Termination Terminal block, Pressure Ciamp. AWG10-AW(14 tol::Lft,Tyll - 10/2W Split- 10/iw 10/?W 4'12 0/3W 0/3W '0/3W Adjustable Voltage Range (Vmin-Vmax)V _ 183-228 211-264 244-304 183-228 211-264 244-304 183-228 211-264 244304 Hz 60 60 60Grid Frequency _ - - 57-60.5 57-60.5Adjustable Grid Frequency Range Hz 57-60.5 Maximum Current (latmax) _ _ _F 4.„ 14.5 14.5 12 j__17.21,--316 "f 16_- 20 - 4_ 12 20_ > 0.995 _ >0+995 - >6995 Power Factor Total Harmonic Dlitortion At Rated Power B -4- _ <2 <2 <2 Grid Wiring Terminatio -0-1...161- n.aer„,Drimn AWQln.MAilk Protection Devices Input Reverse Polarity Protection Yes _1Over-Voltage Protection Type , Varistor 2 for each channel Varistor, ifeach channel J Varistor. 2 frweach channel PV Array Ground Fault Detection 1 Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) Output _ _9 :.AUE · -··· ;-mr=" 1 1 49!1 '-MERN i Meets UL 1741/IEE1547 I Meets UL 1741/IEE1547 Meets UL 1741/IEE1547 Anti-Islanding Protection i requiremer,15 __L_requirements mgy,rements nlype Over-Voltage Protection Type : Va ristor, 2 (L, - W L, - 61 1 Varistor, 2 (L, - L., / L., - W varistqu* FLI11-1 / 1.LIND Maximum AC OCPD Ratin ]A 20 20 ' 15. 25 20. 20 25 25 25 Nliclency ' %96.9 97 97Maximum Emciency - - 7- 96CEC Emoencypperating Performan©<8Stand-by Consumption WRR <8 <.8Night time conjumptio'W-<0.6<0.6./6-nkati--2.= User-Interface Remote Monitoring (lxRS485 ind) Wired Local Monitoring (lxR5485 incL) Wireless Local Monitoring @nvironmental _-3- Ambient Air Operating Temperature Range Ambient Air StorageTemperature Ringe Relative Humidity _Acoustic Noise Emission Level Allaximum Operating Altitude without Der,tin 16 charagers x 2 lines 6CD display AURORA-UNIVERSAL (opt) ;B-R5485_232 (opt), P\4-DESKf6P KTOP (opt) with PVI-RADIOMODU -13 to +140 (-25 to +60) with derating above 131-(55) -40 to 176 (-40 to +80) MOO condensing <50 PVI-DE5!Lt lapt) - I -13 to +140 (-25 to +60) with°F('C) J_deratingabove 131(52) 'F ('C) 4- -40 tg176 (-40 to +80) % RH 0-100 condensing ibIA)@lm <50 ftlen 1 6560 (7000 13 to +140 (-25 to +60) with derating above 113 (45) _ -40 to 176 (-40 to +80) 0-100 condensing _ < 50 6560 9000) m#*-11./.lilill Enclofuring Cooling _ _ Dimendons (H *W ND) Weight Mounting System Con duitConnections•** Natural Convection 1 Natural Convection- L NaK Convection in (mm) 1 33.8 x12.8x 8.7 (859 x 325 x 222) -SVe[0on tb/(kg) 1 <47.3 (21.3Aversion <47.3 (21.3)-Sversion <473 (21.3) -5 version Wall bracket :Wall bracket 1 Wall bracket Trade s,ze K[h: (2eix 1/2"id - Trade size KOs· (2ea x 1/21 and Tradesize KOs: (lea x 1/20) and (leax l-1/413 placesside, front Cleaxl-1/€3 placesside, front wea x l-1/413 placesside, front, rear) I rear)rear) DC Switch Rating·[Per Contact) I A/V IsoArray)Safety and EMC Stindard ;UL 1741,CSA -C22.2 N. 107.1.01 I UL 1741,CSA -C22.2 N. 107.1-01 TOL 1743&5A -€22.2 N 191 -01Safety ApprWarranty Standard Warranty years 10 10 10 Extended Warranty __ux™L__---_-21£2 DvailableMod,10. 1 PVI-1 6-nt Im-ilf J PV].4.2-OUTD-USStandard - Without DC Switch andyiring Box _iWith DC Switch and Wiring BOX 'Alidata i, subjeci lo ihange wilhout nou/ •• Capabrty enabled # nominal AC voltage and with suffient DC punmavaitable -When equipped with opt,onal K 5-12<h an d Wimg Box PVI-3.0-OUT[>US PV1-3.0-OUTD-5-US --- PV!-3.6-OUTD+US PVI-4.2-OUTID-S-US AURORAUNO 1<rq-'14*rn.'76:it.-7.Er'/1TT-.t'r •• TU 6560 (2000) CSA INTERN!ATIONAL Certificate of Compliance Certificate: 2096477 Master Contract: 173688 Project:2439385 Date Issued:July 19, 2011 Issued to:Power-One, 1nc 740 Calle Plano Camarillo, CA'93012 USA Attention: Robert White The products listed below are eligible to bear the CSA Mark shown with adjaeentindicators 'C' and 'US'for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. LSD® C R.ob- Hevvlpstode Issued !by: Rob Hempstock; AS.cT. US PRODUCTS r CLASS 5311 09' -POWER SUPPLIES -Distributed Generation Power Systems Equipment CLASS 5311 89 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter. Models PV1-4.2-OUTD-US. PVI-3.6-OUTD-US, PVI-3.0-OUTD-US, PV]-4.2 OUTD-S-US. P\·1-3.6-OUT[)-S-US. PVI-3.0-OUTD-S-US, P\/1-4.2-OUTD-US-W, PVI-3.6-OUTD-US-W and PV]-3.0-OUTD-US-W; provided with two DC input channels. permanently connected. For details related to ratings. reference should be made to the CSA Certificatioh Record, Appendix 1 or the Descriptive Report. APPLICABLE REQUIREMENTS CS,\-C22.2 No. 107.1-01 - General Use Power Supplies U.L Sid No. 1741 -Second Edition - loverters, Converters. Controllers"and Interconnection System Equipment for Use With Distributed Energy Resources (January· 28,20 10) DQD 507 Rev. 2009-09-01 Page: 1 TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE Mono Multi Solutions DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA @ STC TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PADS.18 PA05.18 PA05.18 PA0518 PA05.18 TSM-PA05.18 THE TRINAMOUNT MODULE 941 mm i Mi)14W -22 1- 239"PLATE I"Q.1: 2.EL'14j, 1 Peak Power Watts-PMAX CWP}240 245 250 255 Power Output Tolerance-F'#x (56}0/+3 0/+3 0/+3 0/+3 Maximum power Voltage-V.,p (V)29.7 30,2 30.3 30.5 Maximum Power Current-1- IA]8.10 8.13 8.27 8.36 Open Circull Voltage-Voc (V)37.3 375 37.6 37.7 Short Circuit Current-{sc (A)8.62 8.68 . 8.85 8.92 Module Efficiency n,n [%)14.7 15.0 15.3 15.6 STC. Irradiance 1000 w/m i Cell Temperatufe 25°C, Air Mass AM I .5 according to EN 60904-3. Average elficiencY reduction of 4.5% at 200 W/m' occording to EN 60904-1 260 0/+3 30.7 8,47 37.9 9.00 15.9 60 CELL MULTICRYSTALLINE MODULE WITH TRINAMOUNT FRAME 240-260W POWER OUTPUT RANGE 15.9% MAXIMUM EFFICIENCY 0-+3% POWER OUTPUT GUARANTEE As a leading global manufacturer of next generation pholovoltaic products. we believe close cooperation with our partners is critical to success. With ocal presence around the globe. Trina is able to provide exceptional service to each customer in each market and supplement our innovative, reliable products with the backing of Trina as o strong, bankable partner. We are committed to building strategic. mutually beneficial collaboralion with installers, developers, distributors and other partners as the backbone of our shared success in driving Smart Energy Together. Trina Solaf Limited www.trinasolar.com Trinisolar Smart Energy Together ¢/4 % I · ir , Our most versitile product • Compatible wilf, all major 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 Highly reliable due to stringent quality control • Over 30 in-house tests (UV, TC, HE ond many more) · In-house testing goes well beyong certification requirements Certified to withstand challenging environmental conditions • 130 km/hrwind load (2400 Pa) • 900 kg snow load per module (5400 Pa) LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty · 25 Year Linear Power Warranty %100% 0 Additional value from Trina Solar s hnear warranty; 90% 0 80% Yeors 5 10 15 2( 25 Industry standard Trina Solar fiE -=L-jlith&/d 14I f TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 ELECTRICAL DATA @ NOCT PA05.18 PADS. 18 PA05.18 PA0518 PA05.18 Maximum Power-P#x (Wp)174 178 181 184 188 Maximum Power Voltage-VM M 26.6 26.8 27.0 27.2 1 27.4 6043'80VINGHOLE Maximum Power Currer,1-1.„ W 6.55 6.64 6.70 6.77 6,86 A- 2. eNTA,411(11 Open Circuit Voltage (V)-Voc (V)34.1 | 34.2 ! 34.3 34.4 | 34.6 Short Circuit Current (A)-Isc (A)7.04 7.10 7.25 7.31 7.37 NOCT: Irrodiance at 800 wimp. Ambient Temperature 20°C, Wind Speed I m/s812mrn 180 Back View MECHANICALDATA Solar cells Multicrys,alline 156 * 156 mm (6 inches) Cell orientation 60 cells {6 • 10) Module dimensions 1650 x 992, 40 mm (64.95 X 39 05 x 1.57 inches) 0 1 Weight 18.6 kg (41.0 Its) 2 Glass High transparency solar glass 3.2 mm (0.13 inches) Backsheet .. white 44 44:: Frame Block Anodized Aluminium Alloy with Trinamount Groove I.V CURVES OF PV MODULE TSM-245 PA05.18 J-Box Imil-IP 65 or IP 67 rated , .p.:i Cables Photovoltaic Technology cable 4.0 mm2 (0.006 inches), 10..1100 mm (43.3 inches) 9.co -4000W/ny --, Connector Original Mc4 .. .:A*aM 800*/m70, i....:-91¥-- -·•u:a4 . :21 4, * 6.0 6(JOW/m \5 5. 5 4.•10/W/m,TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell 45°C (12°C)Operational Temperature -40-+85°C Temperature [NOCT]Maximumsystem ' €(FI looov DC(IEC}ff000 ;Temperature Coefficient of P,ax + 0.43%/°( Voltage 600VDC(UL) 0,M lam 20.0 30. *D. Temperature Coefficient of Voc - 0.32%/°C Max Series Fuse Raling 115A Volloge[V)?*emperature Coefficient of <6 ' 0.04796/°C -_ WARRANTY 10 year Product Workmanship Warranty 25 year Unear Power Warranty Pleaserefei to product warronly to, delail51 CERTIFICATION a PACKAGING CONFIGURATION 5 , Modules per box: 24 pieces - *todulesfer g contairl%8*,di L t C Z,US PV CYCLE USTED CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS 8EFORE USING THE PRODUCT. ©2013 Trina Solar Limited AIJ righls reservea Specifications included in this ditasheel ore sub,ecl toTrinasolarchonge without notice Smart Energy Together COMP,0 £-epSolar ZS COMP I GROUNDING AND BONDING ZepSolar Interlock Interlock ZepZS Comp™ 1 Grounding and Bonding This document describes the mechanics of how the electrical bonding is accomplished between the UL Listed hardware components used in Zep Solar's ZS Comp mounting sotution for composition shingle roofs. Zep CompatibleTM systems do not require running copper conductors to each module, The act of physically installing each component simultaneously establishes an electrical bond, as described in the following pages. UL LIsted to UL 2703 0 Tongue side Ground Zep Key Side Bonding Cutting tooth' Side view a7 . Interlock el, r Interlock(Key sideshown 1-1 .- Keysideinclosed position ,-1.US,£5]- Bonding locations Zep Compatible module with Zep Groove Cutting tooth'on Keyside Forced interference during rotation of Interlock Zeg causes teeth to cut through anodization on mod ute frame. resulting in robust and UL certified bonding path I Tongue Side Bonding Tongue side in closed position - Module2.0=fr'===9 Leveling Foot Down roof ..94 -UT;ll1,•/2 16* . 6 i'.1./0%ZS Comp Cutaway Illustration ---.1/IJ \-ili.49 ...1--- Cutting -teeth-Bonding location on Tongue side Forcerl interference between mating parts from module rock·inmotioncutsintomodule frame, removing anodization and resulting in robustand ULcenified bonding path .:I/dil Document 800·1478·001 Rev A www.zepsolar.com ©2013/EN Zep Solar, Inc Zep Solar reserves the right to makle specilications chnages without any prior notice All rightsreserved Date Last Exported. June 25.20134·45 PM PAGE: lot 5 Document 800-1478-001 Rev A www. zepsolar.com ©2013/EN Zep Sotar. Inc Zep Solar reserves the right to make specilicalions chnages without any prior notice. All rights reserved. Date Last Exported. June 25.20]134:45 PM PAGE: 2 of 5 E. 'f INEr/.2/d Zep Solar ZSCOMPIGROUNDINGANDBONDING ZepSolar ZSCOMPIGROUNDINGANDBONDING Interlock, continued Leveling Foot Tongue side .9 Part No 850-1388 UL Listed to UL 2703 Keyside Jgo - - spring clip Bonding Path - Key and Tongue Part No 8504397 UL Listedto UL 2703 The Interto ck hon ds modules on all 4 sides to create a hyper· bonded array where every module is structurally and electrically bonded to the surrounding modules. The Leveling Foot top portion (the Rockit) hasa stainlessstee! spring clip that bonds to the adiacent module frame on both Keyand Tonguesides Module -t Leveling Foot - Bonding With Module Frame X1/ C0 Interlock -- Tongue side / 1 Kevside Down·roof .2) Key side inserts into Zep Groove (rock-in)Module in next row drops in on the Tongue side Bonding Path - Array Bonding Path - North and South Modules Bonding location on *4-1 »- 0- 717 =Interlock Keyside Bonding path Leveling Foot-9_ 'K Bonding path =/Ll· 41, 01-1,1 4 0 -714 k kr '04 0 Down-roof 8onding location on $ Down•001 Tongue side Module rotation during drop-in creates forced interference between Zep Groove and spring clip, cutting into module irame, removing anodization and resulting in robust and UL certified bonding patti Document 800·1478-001 Rev A www.zepsoler.com ©2013/EN Zep Solar. Inc Zep Solar reserves the right to make specifications chnages without any prior notice AN rightsreserved Datelast Exported: June25.2013 4:45 PM PAGE: 3 of 5 Document 800-1478-001 Rev A www.zepsolar.com © 2013/EN Ze p Solar.Inc. Ze p Solar reserves the right to make specifications chnages without any prior notice. Alt rights reserved. Date Last Exported· June 25,2013 4 45 PM PAGE: 4 of 5 ZepSolar ZSCOMPIGROUNDINGANDBONDING Ground Zep Setscrew Key sid e The Ground Zep provides a single point of connection for the Equipment Grounding Conductor{[GC) from the array to a buit ding groimud Ground wire channel Part No 850-1172 UL Listedto UL 467and UL 2703 Ground Zep Installation Insert Ground Zep into Zep Groove of module Ira me. onarrayperimeter Ilse the Flat Too to rotate the Ground Zep 90 degrees. 50 that set screw Insert copper EGC into ground wire is pointing straight up channel Tighten set screw using torque valuesshownin the ZS Comp Installa Non Manuat Bonding Path - Array to Ground Ground Zep Equipment Ground Conductor Bonding path 5 p·ble#M/91/Allit Down-root Document 800-i478-001 Rev A www.zepsolar.com © 2013/EN Zep Solar Inc. Zep Solar reserves the right to make specifications chnages without any prior notice, All rights reserved. Datelast Exported. June 25.20134·45 PM PAGE: 5 of 5 01-251 20---1 6 46247<,1 0t- 09--31