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HomeMy WebLinkAbout10179738_1405 N. FAWN - Plan (2)CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Blda.ADD.Worksheet PROJECT ADDRESS: 14 04 -Paw.M 6-P SUITE:SAPIN #/O I 19 7 *- USE OF BUILDING: <2SIDEN¥krE> COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK:NEW ADD eLTERIT.f DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION: 1ST FL.. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT: SF BASEMENT: YES/NO SF PATIO/ENCL. PATIO: SF RES. REMODEL: SF ALTERIT. I.: SF NO. OF STORIES: SF BLDG. HEIGHT: SF PROPOSED USE: SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : yoe £ r,10£,prt-W <4ler pall,Pl)tz, Fne€lb ·3. Ok'»- BUILDING OWNER'S NAME:PHONE NO: T,A A 4 9- £*.4 hin ADDRESS'CITY:STATE:0 1 409 -Fal,™ 5+54 PIA A k,CA 7/4 -74 l -305-7 ZIP: 9 270 3 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME: i STATE CONTR. #:LICENSE CLASS:PHONE NO:4 0 kr· 0,+4 94<r loy Cq6 -74.1- 724-476 4 ADDRESS'CITY: .STATE:ZIP:2/6 5 5 Grad Aut 5444 A «CA 92105- WORKERS COMP. POLICY#: 764 1,06 67*tiD33 EXP. DATE: lic,14 INSURANCE COMPANY: Z. ar t Clt SANTA ANA BUS. LlC. #: ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO Abelarl) E. De uer«09 2 202 ADDRESS:CITY:STATE:ZIP: CONTACT NAME:Toen,MY PAN PHONE NO: 7/4 724- 9764 v D E-MAIL ADDRESS: 1-a & 0,1 5) inlar C,·1-1 · Copvi 2 OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER C BMG. FEE: OCC. GROUP:RECEIPT #Al A °'C FEE PD $Hvv,\JTYPE OF CONSTR:VALUATION: $12/ 000 BMITTAL 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: El Additional square footage D Awnings E] Canopy E Card readers U 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 U Interior demo U Kitchen equipment U Partition walls U Rated corridors El Rated shafts C] Roof mounted equipment U Security bars U Screening for equipment U Skylights U Stairs El StorefronUfacade improvements U Storage racks or shelving over 5'-9" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: El Block wall El Complete demo C] Fence 01 Fire signaling system El Fire sprinklers 0 Flagpole El Lawn sprinkler system U Light Standards U Parking lot paving El Parking lot striping U Pedestrian protection U Pdol/Spa 0 * Signs 01 Spray booth U Temporary power pole El Trash enclosure , 64 1/ dro>, 7·X' AN- i -0.r <p<lk 1*rSolattitv 3055 Clearview Way \30 2. p- 1 f./ \/. ' L : t.. SP i-3 * San Mateo, CA. 94402 (888)-SOL-CITY (765·2489} www.solaicity.corn 42. f: ·I><;Xy £ f».>41'i i, f .. -f/(43-irl&.,1 /3 tr.September 18, 2013 . /1 /0 //2 7 4%S Projeculob # 927417 ./ er., »rRE:COVER LETTER '3231 Project: To Whom It May Concern, HUYNH Residence 1405 FAWN ST SANTA ANA, CA 92703 .:39,43-VaLP 14€7»91/.0 747 1 A jobsite survey of the existing framing system was performed by an audit team from SolarCity. Structural review was based on sit€ , 103 observations and the design criteria listed below: 13 tx »' 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 = 7 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground/Roof Snow 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 carry 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 requirements of the 2010 CBC. Please contact me with any questions or concerns regarding this project. Sincerely,FOFESSO-N4< Abe De Vera, P.E.Civil Engineer Digitally signed by Abe De VeraMain: 888.765.2489, x7526 email: adevera@solarcity.com Date: 2013.09.18 06:16:34 -07'00' 4. ..0, trsolarCity 09.18.2013 Page # 2 3055 Clearview Way San Mateo, CA. 94402 {888)-SOL-CITY (765·2489} www.sola,city.corn HUYNH Residence - Job # 927417 TABLE OF CONTENTS 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 a e· --pr--n , .p *¥. .L-Z.14!·1-0 Einnell·Ave:=:; :4.1&2'"*IR-'lloPE#- -f'J.. · LJWoadbury- ' &:t• r .:'. ' I .'a-ek .t.g.*|:'=al=l,i-=:¤>pr: 92-QEPbrkilgir Z-43 .ffic:;Sl // :iwtjf:id:445?3261*px=2-1,91*yi *ElgIE.:'AZr.T,2 ,1 -,-2 - ,I. t.. - 0'11-21;t-i'' - 5-,1/nixi,iq///(4.,'.t - . 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Diaittaldid 1405 FAWN ST, SANTA ANA, CA 92703 Latitude: 33.748365, Longitude: -117.910109, Exposure Category: C - . 8% %/Soilat€ity 09.18.2013 SleekMountTM PV System Page # 3 Version #15.7 Structural Design Softwa re PROJECT INFORMATION Project Name:HUYNH Residence AHJ:Santa Ana Job Number:927417 Building Code:2010 CBC Cuatomer NamE HUYNH, TUAN Baad On:IRC 2009 / IBC 2009 Address:1405 FAWN ST ASCE Code:ASCE 7-05 City/State: ._SANTA ANA, CA -Risk«egoryl n Zip Code 92703 _Upgrades Reg'd?No Witude /Longitude: 2 33.748365 -117.910109 __ Py Designer:Lennard Lopez 5-C Office:Orange County Stamp Reg'dl Yes Calculations:Abe De Vera, P.E.EOR:Abe De Vera, P.E. MOUNTING STRUCTURE &PV SYSTEM INFORMATION Mounting Plane Information R99(lng Material Comp Roof Tile Reveal SM Span Only NA Standing Seam Spacing SM Seam Only NA Roof Slope 16° Rafter Spacing 24" O.C. PV Assembly Information PV System Type . PV System Module Orientation Iilg Attachment Systap Tjk Spanner Bar Direction Spanning Vents Standoff (Attachment Hardware) Minimum Eave End Setback Minimum Ridge Setback Tile Roofs Only SM Span Only SolarCity SleekMountM Landscape NA NA No Comp Mount Tyge 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 1 t I i. Page # 4 SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS) Seismic Design Code ASCE 7-05 Latitude _ = . 33.7484 Longitude -117.9101 r at Short Period Si 1.453 -USGS SRA at ls Period Sl 0.513 USGS Soil,Site Class D -IBC.1613.5.22 Seismic Design Category SDC D USGS Seismic Check Required (Ss 2 Yes IBC 1613.1 0.4q & SDC 2 D)? IALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area Dead Load Weight RV System.Weight 201 sf 3 psf 602 lbs Total Weight of PV System W(PV)602 lbs Weight of Roof on Existing B /ilding Sum Area of MPs with PV 1088 sf Portion of Roof Weight Area Dead Load Weight Roof 1,088 sf 7.0 psf 7,619 lbs Ce!!ina 1,088 sf '7.0 psf 7,619 lbs Interior Wa!!see-Hall 528 sf 6.0 psf 3,167 lbs Exterior Walls (Top Ha10 - ' 528 sf 18.0 psf 9,502 lbs Net Weight of Roof Under PV W(exist)27,908 lbs Check % Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral 2.2%W(PV)/ W(exist)Force Resisting System Increase Seismic Shear Load < 10%, -> [OK] Note: Seismic base shear is directly proportional to roof weight. IBC Sect. 3404.4 r . t , Page # 5 CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Ftlly Ertdo-sed Method Basic Wind Speed V 85 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig. 6-118/C/D-14NB Mean Roof Height h 15 ft Section 6.2 Effective Roof Slope 16° Effective Rafter Spacing 24" O.C. Effective Wind Area (1 Module) A 16.7 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz Topographic Factor Kzt Wind Diredionality Factor K# Importance Factor I Velocity Pressure h 0.85 1.00 0.85 1.0 qh = 0.00256 (Kz) (Kzt) (Kd) (V2) (I) 13.3 psf Table 6-3 Section 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-140\/BGCB (up) Ext. Pressure Coefficient (Down)GCp (Down)0.46 Fig. 6-118/C/D-14NB Design Wind Pressure p P=% (GCB)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 Allowable Standoff Spacing_Landscape 72"37" Max Allowable Cantilever Laridscape 24"NA Standoff Configuration Landscape Not-Staggered Max StandgffIribulary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf PV Dead Load at Standoff P-PV 56 lbs Net Wind Uplift at Standoff T-actual _ .___ __-185 lbs Up'!Mae€ity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 29.0% r . .. - Page # 6 CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Category Description All MPs Roofing Type Comp Roof 2.5 psf Number of Layers 1 Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathinq None 0.0 psf Rafter Size and Spacng 2 x 6 @ 24 in. O.C.1.1 psf Vaulted Ceiling None 0.0 psf Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 7.0 psf7 psf (All MPs) Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load Lo 20.0 Rsf Table 4-1 Member Tributary Area At £ 200 sf Roof Slope 3/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 1 Section 4.9 Reduced Roof Uve Load Lr 4 = Lo (Rl) (R2)Equation 4-2 Reduced Roof Live Load Lr 20 psf (All MPs)20.0 psf Ceiling Dead Load Material Load Ceiling Joist Size and Spacing_____ _2 x 6 _ @ 16 in. O.C.1.7 psf Insulation Yes 1.4 psf Finish 1/2" Gypsum Board _2.2 psf Miscellaneous Miscellaneous Items 1.7 psf Total Ceiling Dead Load 7 psf (All MPs)7.0 psf Interior Walls Material Load Finish (Side A) _1/2" Gypsum Bpard 2.2 psf Wall Studs . 2x4 @ 16 in. O.C. -1.-1 psf Insulation No 0.0 psf finish (Side B)1/2" Gypsum Board 2.2 psf Miscellaneous Miscellaneous Items 0.5 psf Total Interior Wall Load 6 psf (All MPs)6.0 psf Exterior Walls Exterior Finish Wall 54'ds ___ Insulation interior F#lish Miscellaneous Total Exterior Wall Load Material Load 7/8" Stucco 12.0 psf 2 x 4_ _ _ - ___@ 1676. 0.6 -- - ii psf Yes 1.4 psf 1/21Gyb®jil ®acd__-f_ -_f. 3_32 pst_ Miscellaneous Items 1.3 psf 18 psf (All MPs)18.0 psf r COMPANY PROJECT ® WoodWorks®3055 Clear-view Way Huynh SolarCity, Inc.MP1 SOFFWARE FOR WOOD OfSIGN San Mateo, CA 94402 Job No. 927417 888-765-2489 MP1.wwb Sep. 18,201306:09 Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat-Location [ft]Magnitude Unit tern Start End Start End Load2 Roof live Partial Area Yes 0.00 3.50 20.00 (24.0)* psf Load4 Dead Point No 3.50 28 lbs Load5 Dead Point No 6.67 56 lbs Load6 Dead Point No 9.75 56 lbs Load7 Dead Point No 12.92 28 lbs Load8 Dead Full Area NO 7.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : - 16'-3.6" 0' 1'-2"12'-6"15'-5" Unfactored: Dead 134 356 -96 Roof Live 130 26 3 Factored: Uplift 109 Total 264 383 Bearing: F'theta 655 655 652 Capacity Joist 3806 1841 1467 Supports 4101 1758 - Anal/Des Joist 0.07 0.21 0.00 Support 0.06 0.22 - Load comb #2 #4 Length 3.50 1.50 1.50 Min req'd 0.50*0.50*0.50* Cb 1.11 1.25 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 - Fcp sup 625 625 - *Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, D.Fir-L, No.2,2x6 (1-1/2"x5-1/2") Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2 - Timber-soft Beam, D.Fir-L No.2; 3 - Hanger; Roof joist spaced at 24.0" c/c; Total length: 16'-3.6", Pitch: 3.5/12; Lateral support: top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help); f. - -- WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks® Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : A Criterion Analysis Value Design Value Analysis/Design . Shear fv =32 Fv' =162 fv/Fv' =0.20 Bending(+)fb = 548 Fb' = 1345 fb/Fb' =0.41 Bending(-)fb =615 Fb' = 1187 fb/Fb' =0.52 Deflection: Interior Live 0.03 = <L/999 0.79 =L/180 0.04 g Total 0.22 =L/653 1.18 =L/120 0.18 40 Cantil.Live -0.02 =L/883 0.16 =L/90 0.10 Total -0.08 =L/175 0.24 =L/60 0.34 Additional Data: FACTORS:F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv'180 0.90 1.00 1.00 - -1.00 1.00 1.00 1 Fb'+900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'-900 0.90 1.00 1.00 0.981 1.300 1.00 1.15 1.00 1.00 - 1 Fcp'625 -1.00 1.00 - -1.00 1.00 - E' 1.6 million 1.00 1.00 - -1.00 1.00 - 4 Emin'0.58 million 1.00 1.00 - -1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear :LC #1 =D only, V =184, V design =177 lbs Bending(+): LC #4 = D+Lr (pattern: _L_), M = 345 lbs-ft Bending(-): LC #1 =D only, M =387 lbs-ft Deflection: LC #4 =(live) LC #4 =(total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2,X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection:EI =33e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow-) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each 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 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. S . t -- ABBREVIATIONS ELECTRICAL NOTES JURISDICTION AIOTES r- r - 04•rr,7 t tj A •Ukkv 6 1[ u. 6 . .!-d.. PLN¢ APPROVAL A AMPERE AC ALTERNATING 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 NTS NOT TO SCALE OC ON CENTER PL PROPERTY UNE Pol POINT OF INTERCONNECTION PV 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 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY-RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN REUEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL-LISTED 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. 'is set of plens M specifcations musl be kept on 1iob at all tlfnes c :6 I! is u:'2"'tul to make any:-3 -7.50 ...rIlges or 3';Erat·o ·.3 on satlle jithout ritten per- ,.111 -5tswn trom me Devartment of Building Safely , . €-:-'31=1 tity oisanta Ana. ..--- The apal eltfisplan and specifications SHN'11\=TER I.D._2-013 --1101 24. -.NOT-jt,f hrld to permit nor be an approval of Ihe 1| jgion 01any provisions 01 ANY City Ordirta'. LA -u.. L K I €.2 or State Lavh #6*pNER-j__U -- 4 '-7...2 -er 14 - 13 Approved]?y -0:»&>LL.fDate·.p.t-- I r c -0--- CITY OF SANTA ANA TRANSFERRED r 1.•'. DEPARTMENT OF BUILDING SAFETY h.• . . SUBJECT 1- - BELOW: O 1..7-U . O 2.2 2 I ,4 % 14:1 O /0.'_ f - . ... O SC-:.2 1 ...1 O 80· -- l jul- -1 l/143 COND!TIC,.<3:£04 - *70 504•t VICINITY MAP INDEX ROUG,1 NAME RETAN 1.- ., LICENSE GENERAL NOTES -W€stniinster Ave W € PV1 COVER SHEET Hlie Cueing * PV2 SITE PLAN .- . PV3 STRUCTURAL VIEWS Buddhist Te niple · , PW THREE LINE DIAGRAM b J. -- I. .u ...Cutsheets AttachedW 1'6th St . e... -0: . ..-+I IN,t . CA # 888104 1. THIS SYSTEM IS GRID-INTERTIED VIA A ' · C-46, C-10 UL-LISTED POWER-CONDITIONING INVERTER.2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 0 W Siiriswept Ave z , SEP 2< 21]13 43»1 GROUNDED. 3. SOLAR MOUNTING FRAMES ARE TO BE W Progresso St -, - -K 1 ,CL- to .. O' Jake Tornatzkv /4. ALL WORK TO BE DONE TO THE 2010 Ies Ave · - 0. 0 .Z .0 i - I. , I r ... 11 , I A C .3 ' L. . CMODULE GROUNDING METHOD: SLEEKMOUNT CALIFORNIA BUILDING CODE. O n - 5. ALL ELECTRICAL WORK SHALL COMPLY WITH O , . 51 CDZ . .- - · 3 ch . 7 CD. 5' REV BY DATE COMMENTS AHJ: Santa Ana THE 2008 NATIONAL ELECTRIC CODE AS AMENDED -0 1 .1 : 'W Maurie-Ave 0 ...+ ,, · 62- • REV A NAME 9/17/2013 COMMENTSBY THE 2010 CALIFORNIA ELECTRIC CODE. <al . ,.b. 1.-I FE .4-u. ' 4 43 * UTI[ITY: Southern California Edison (SCE)(Dc, ),Tte .23- Bruce Ave . -*41(*be, U.8. G®lodicgil.Sitrvey, USDA Farnfberviccleticy ** CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER:JB-927417 00 Plalli 0.1€1:DESCION:DESIGN: CONTAINED SHALL NOT BE USED FOR THE HUYNH, TUAN HUYNH RESIDENCE Lennard Lopez BENEFIT OF- ANYONE EXCEPT SOLARCITY INC.,HOUNTNG SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Cornp Mount Type C 1405 FAWN ST 3 KW PV Array PART TO OTHERS OUTSIDE THE REGPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH ODULES SANTA ANA, CA 92703 THE SALE AND USE OF THE RESPECTIVE (12) TRINA SOLAR # TSM-250PA05.18 PAGE NAIE·SET:RE* DATE· SOLARCITY EQUIPMENT, MTHOUT THE WRITTEN IlytxluE PERMISSION OF SOLARarf INC.(714) 791-3057 COVER SHEET PV 1 9/17/2013POWER-ONE # AURORA PVI-3.0-OUTD-S-US -4 12&' j 2-W 6 6 31.* 10 4 79738 + 1 10\91 686 STAMPED AND SIGNED FOR STRUCTURAL ONLY 43*Wj»l AZIMUTH: 180 ARRAY AZIMUTH: 180 PITCH: 16 ARRAY PITCH: 16 MATERIAL: Comp Shingle STORY: 1 Story Jake Tornatzky V '54,V, __ _. -,AC LAG)\ 2 /4/ 1405 FAWN ST H Yto ri teE 'r- Digitally signed by Abe De Ve?S ' %11\t€ a pelj witnoutDate: 2013.09.20 05:58:07 -07'00' ._-onLEGEND ; in,s p, dnor be an appoval of the Af aric :of state u 1 i,wj - (E) UTILITY METER & WARNING LABEL --+ INVERTER W/ INTEGRATED DC-DISCO --------------------- · & WARNING LABELS orr( / 0 o MP1 3' Fire Setback 4 2 --- C OFront Of House 3 0 C 0 C 0 0 0 0 0 0 0 0 0 0 3' Fire Setback DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS JUNCTION BOX DC COMBINER BOX & WARNING DISTRIBUTION PANEL & WARNING LOAD CENTER & WARNING LABELS --- DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE INTERIOR EQUIPMENT SITE PLAN N TOTAL ARRAY AREA (SF): 205 TOTAL ROOF AREA (SF): 1200 Scale: 1/8" = 1'W -· E 01' 8' 16' - TOTAL ARRAY AREA IS = 17.07 , , SPERCENT OF TOTAL ROOF AREA '•"-- - CONFIDENRAL - THE INFORMATION HEREIN JOB NUMBER:JB-927417 00 PREMISE OnNER:DESRPTION:DESIGN:23'<L CONTAINED SHALL NOT BE USED FOR THE HUYNH, TUAN HUYNH RESIDENCE Lennard Lopez BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,MOUNTING SYSTEM:wsolar€ityNOR SHALL IT BE DISCLOSED IN VAOLE OR IN Cornp Mount Type C 1405 FAWN ST 3 KW PV Array PART TO OTHERS OUTSIDE THE REGPIENTS SANTA ANA, CA 92703ORGANIZATION, EXCEPT IN CONNECnON WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (12) TRINA SOLAR # TSM-250PA05.18 3055 Dearview Way PAGE NAME 9(EET:REE. DATED Son Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER:PV 2 9/17/2013 (888)-SOL-CITY (765-2489) In.solarcity.corn T:(650) 638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC.(714) 791-3057 SITE PLANPOWER-ONE # AURORA PVI-3.0-OUTD-S-US .% 7 IV\„, Jake Tornatzky V 35€4 OR .4 on the job .nanges or -r/t 11'-4",-2,-11"-7',n from the . 1'-2 L (E) LBW 3 SHALL NOTAolation of any/-1 SIDE VIEW OF MP1 RAFTER:(E) 2x6 @ 24" 0.C. NTS CEILING JOIST: (E) 2x6 @ 16" O.C. RIDGE:(E) 2x10 RIDGE BOARD MAX SPAN:11'-4"/5 MAX LANDSCAPE STANDOFF X-SPACING: 72" 0.C.114./tr An" 'Imlm A ds, PV MODULE 7 5/16" BOLT WITH LOCK - & FENDER WASHERS ZEP LEVELING FOOT n ZEP ARRAY SKIRT n F (6) INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. SEAL PILOT HOLE WITH POLYURETHANE SEALANT. Digitally signed by Abe De Vera Date: 2013.09.20 05:58:36 -07'00' ZEP COMP MOUNT C ZEP FLASHING C |(j) INSERT FLASHING. (E) COMP. SHINGLE ./2 PLACE MOUNT. (E) ROOF DECKING 5/16" DIA LAG BOLT WITH SEAUNG WASHER (2-1/2" EMBED, MIN) L / U (5) LOWEST MODULE SUBSEQUENT MODULES INSTALL LAG BOLT WITH SEALING WASHER. INSTALL LEVEUNG FOOT WITH BOLT & WASHERS. lA 0 VE (E) RAFTER M11.00/1126, STANDOFF Scale: 1 1/2" = 1' CONADENnAL - 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 REGPIENTS ORGANIZAnON, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER JB-927417 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (12) TRINA SOLAR # TSM-250PA05.18 NVERTER POWER-ONE # AURORA PVI-3.0-OUTD-S-US PREMISE OWNER HUYNH, TUAN 1405 FAWN ST SANTA ANA, CA 92703 (714) 791-3057 DESCRIPTION: HUYNH RESIDENCE 3 KW PV Array PAGE NAME: STRUCTURAL VIEWS DESIGN: Lennard Lopez SHEET:REV DATE: PV 3 9/17/2013 2,4 WS olar€ity 3055 Clearview Way San Moteo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888>-SOL-CITY (765-2489) www.solarcity.com I - 1 - GROUND SPECS MAIN PANEL SPECS BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: CROUSE HINDS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 307226416 GENERAL NOTES Inv 1: DC Ungrounded --- - INVERTER SPECS INV 1 -(1 )POWER-ONE # AURORA PVI-3.0-OUTD-S-US LABEL: A Inverter, Zigbee, 3000W, 277V/240V/208¥, 96%/96%/96% INV 2 INV 3 MODULE SPECS - (12) TRINA SOLAR # TSM-250PA05.18 PV Module; 25ow, 227.5W PTC, 40MM, Block Frame, MC4, ZEP Enabled Voc: 37.6 Vpmax:30.3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIAER LICENSE CA # 888104 C-46, C-10 43»,i Jake Tornatzky / (E) 1OOA MAIN SERVICE PANEL (E) 100/2P MAIN CIRCUIT BREAKER Inverter 1 PAR 100A/2P ''- (E) LOADS -,Zft 20A/2P A B CUTLER-HAMMER Disconnect (5) 2] h POWER-ONE AURORA PM-3.0-OUTD-S-US L1 rmul L2 GFP/GFCI N .ECJ ---1.- GEC -[jil 1.- rgiirl____ DC+ DC- EGC ADJUST MIN. ACTIVATION k LTAGE 1 String(s) Of 12 On MP 1 N [1112 -_- -PECS-&- i IZHE TO 120/24JV SINGLE PHASE UTILITY SERVICE 9% _ _ 1 Voc* = MAX VOC AT MIN TEMP POI'-NCUTLER-HAMMER # BR220 PV BAO<FEED BREAKER Breaker: 20A/2P, 2 Spaces -(1) Ground Rod; 5/8" x 8', Copper -(1)CUTLER-HAMMER # BD1520 Breoker; 15A/1P-20A/lP, 1 Space, Duplex (1 ) CUTLER-HAMMER # DG221URB Disconnect; 304 240Voc. Non-Fusible, NEMA JR ( 1 ) CUTLER-HAMMER 1 DG030NB Ground/Neutral Ift 3OA, General Duty (DG) AC EG-3---Ef VOC* DC -(1 )AWG #10, THWN-2, Block (2) AWG #10, PV WIRE, Black =487.3 VDC Isc = 8.85 ADC )AWG #10, TH#-2, Red (1 ) AWG #10, Solid Bare Copper EGC Vmp = 363.6 VDC Imp= 8.27 ADC )AWG #10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp=14.5 MC ' . Dkanduit Kit. 3/4'.EMT )AWG #8,.DivMTZ. Green EGG/GEC.-(1).Condu.it. Kit:,3/4.".EM.T.. CONADENnAL - THE INFORMATION HEREIN JOB NUMBER:JB-927417 00 PREMIi OMER:DESOUPPON:DESGN: ...' CONTAINED SHALL NOT BE USED FOR THE HUYNH, TUAN HUYNH RESIDENCE Lennard Lopez .0,1/BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,MOUNENG SYSTEM:1405 FAWN ST 3 KW PV ArrayNOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C %PART TO OTHERS OUTSIDE THE RECIPIENTS SANTA ANA, CA 92703ORGANIZAnON, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (12) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER:PV 5 9/17/2013 (888)-SOL- PAGI NAME:SHEET:REV: DATE: T: (650 PERMISSION OF SOLARCITY INC.(714) 791-3057 THREE LINE DIAGRAMPOWER-ONE # AURORA PVI-3.0-OUTD-S-US 7 6 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 1405 FAWN ST INVERTER AND UTILITY DISCONNECTSERVICE - W .3 i 0 FRONT OF HOME 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 = 13.75 A CONFIDENIAL - 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 ™E REaPIENTS ORGANIZAnON, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECnVE SOLARaTY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:JB-927417 00 MOUNTING SYSTEM: Comp Mount Type C MODUES: (12) TRINA SOLAR # TSM-250PA05.18 INVERTER: POWER-ONE # AURORA PVI-3.0-OUTD-S-US PREMISE OWNER: HUYNH, TUAN 1405 FAWN ST SANTA ANA, CA 92703 (714) 791-3057 DESCm'nON: HUYNH RESIDENCE 3 KW PV Array PAGE NAME: SITE PLAN PLACARD DESGN: Lennard Lopez 9{EET:RA DATE PV 7 9/17/2013 ...' 22'49. trsolat€ity 3055 01=view Way Scm Mateo, CA 94402 T:(650) 63&-1028 F: (650) 638-1029 (888)-SOL-CITY (765-2489) www.solarcity.corn . Label Location: CAUTION: SOLAR CIRCUIT (C MAXIMUM AC A Per Code:OPERATING CURRENT CA Fire Guidelines MAXIMUM AC OPERATING VOLTAGE V Label Location: (AC) (POI) Per Code: CEC 690.54 PHOTOVOLTAIC DC DISCONNECT Label Location: (DC) (INV) Per Code: CEC 690.14.C.2 PV SYSTEM DISCONNECT FOR UTILITY OPERATION Label Location: (AC) (POI) MAXIMUM POWER-POINT CURRENT (Imp) .. MAXIMUM POWER-I POINT VOLTAGE (Vmp)v MAXIMUM SYSTEM IVOLTAGE (Voc) V SHORT-CIRCUITI CURRENT (Isc)I A Label Location: (DC) (INV) Per Code: CEC 690.53 WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION Label Location: (AC) (POI) Per Code: CEC 690.17 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 Label Location: (DC) (CB) Per Code: CEC 690.17 WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE ,-Labettocafi37}: -Prer Code: CEC 690.64.B.7 WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED PHOTOVOLTAIC AC DISCONNECT Label Location: (DC) (INV) Per Code: CEC 690.5(C) Label Location: (AC) (POI) Per Code: CEC 690.14.C.2 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 MAXIMUMAC A OPERATING CURRENT MAXIMUMAC VOPERATING VOLTAGE CAUTION DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM 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 CONADENnAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARaTY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE REaPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARaTY INC. SC - CA Santa Ana Label Set Solartity 30[OXIQI][10000 S[IM[mIn[IA 932 TCmmCDCI1102¤ O[[I[ImEO[111029 Cm[1[1[ISOL[017( Q[IROIKOIUIEI[BEI[IIE!0 e 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 CompatibleTM 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 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 ETL 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 ® 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 0 Place module 0 4 e 1 LISTED CON'AN'&4/Solartity January 2013 SolarCity January 2013 - A power-one / Renewable Energy Solutions AURORA UEm231,liaD ell[!IB i (K!Da@QI!XIE*93 628{MDQI!*ID(!13 6*!D<IE**1!lii*!B Non®al Outp-ut_ower_W .3000 · 3600 4200 Maximum Output Power W ! 3000 ' 3300" ' 3300" | 3600 ' 4000" 1 4000" 1 4200 4600•• ! -4600•0 Rated Grid AC Voltage V 1 208 ; 240 277 208- 240 277 208 240 , 277 |Input Side (DC) - Number of Independent MPPT Channels ' 2 2 2 PVI-3.0-TL Rl**9)*i Maximum Usable Power for Each Channel 2000 1 3000 3000 1 Absolute Maximum Voltage (Vmax)600 i 600 600 - 1.1 200 (adj. 120-350 )200 (adj. 120-350 )200 (adj. 120-350 )Start-Up Voltage {Vstart) PVI-3.6-TL .=,*2 Full Power MPPT Voltage Range 160-530 4 120-530 140-530 Operating MPPTVoltage Range 0.7xVstart-580 |0.7xVitart-580 0.7xVstart-580 Maximum Current (Idcmax) forboth MPPT in Parallel A 20 32 32 PVI-4.2-TL Maximum Usable Current per Channel A i 10 16 16 Maximum Short Circuit Current Limit per Channel , A 12.5 20 i 20Number of Wire Landing Terminals Per Channel .2 Pairs (1 on -S version) ,2 Pairs (l on -S version) 4 2 Pairs (1 on -5 version) GENERALSPECIFICATIONS Array Wiring Termination I Terminal block, Pressure Clamp, AWG10-AWG4 |Output Side (AC) OUTDOOR MODELS . 0/N , i 1 0/3W 1 2W 10/2WGrid Connection Type 10/Zw i Split- 1 10/2W 10/2W r SP|it- 10/ ,Split- 110/2W0/3W t The most common residential inverter isthe idealsize foran 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 inverterhas been designed as a completely sealed unit to withstand the harshest environmental conditions. T. R EC- 1,)11"111),1,/,1211#„,#,ux.. One ofthe key benefits ofthe Uno family ofsingle-phase inverters is the dual input section to process two strings with independent .====t.*I.-.-- MPPT @specially useful for rooftop installations with two different Eliorientations tie East and West).The.high speed MPPT offers real-time 5 poweitracking and improved energy harvesting.-r Ihe transformerless operation gives the highest efficiency of up to 97.056. The wide'iriput voltage-range makes the inverter suitable to low power installations with reduced string size. .. 1. I - 1. ': • Each inverterls seton specific grid codes whichban be selected in the field I 1• Singlephase output 4. -·· · 1 • Dual' input sections with independent MPPT, alloWs optimal energy fharvesting from two sub-arrays oriented ifi diff@rent directions :·7 ,, . , , f Wide.input range. :' < ,, :. 4 High *edd and precise *PfT algorithm for real tim; power trackirig and improved energy harvesting Adjustable Voltage Range (Vmin-Vmax)V ! 183-228 ! 211-264 1 244-304 I 1 83-228 ; 211-264 244-304 183-228 ' 211-264 1 244-304 Grid Frequency Hz 1 60 1 60 60Adju5table Grid Frequency Range Hz 57-60.5 1 57-60.5 i 57-60.5 Maximum Current (lacmax)12 117.2 ; 16 i 16 i 20 i 20 i 20'71 14.5 :> 35: 1Power Factor >0.995 > 0.995Total Harmonic Distortion At Rated Power <2 <2 Grid Wiring Termination Type Terminal block, Pressure Clamp, AWG10-AWG4 Protection Devices Input Reverse Polarity Protection Yes Yes Yes Over-Voltage Protection Type Varistor, 2 for each channel i Varistor, 2 for each channel Varistor, 2 foreach channel PV Array Ground Fault Detection Pre start-up Riso and dynamic GFDI (Requires Floatin.g22>fs)loutput Meets UL 1741/IEE1547 Meets UL 1741/IEE1547 I Meets UL 1741/IEE 1547 Anti4slanding Protection requirements requirements I requirements Over-Voltage Protection Type Maximum AC OCPD Rating |Efficiency Maximum Emciency CEC Eff,ciency Operating Performance Stand-by Consumption Nighttime consumption [ Communication User-Interface Remote Monitoring (1 xRS485 ind.) Wired Local Monitoring (lxRS485 ind.) Wireless Local Monitoring IEnvironmental Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Relative Humidity Acoustic Noise Emission Level Maximum Operating Altitude without Derating | Mechanical Specifcations Endosure rating Cooling Dimensions (H x W x D) Weight Mounting System Conduit Connections*•* DC Switch Rating-(Per Contact) ISafetv Varistor, 2 (6 -6/Li-G) A 20|20115 % 96.9 % 96 WRM&<8 WRMS <0.6 1 PV PVI-C -13 to +140(-25 to +60) with°F (°C)deratinq above 131 (55) °F (00 -40 to 176 HO to +80) % RH Moo condensing db(A)@lm <50 ft(m)6560 (2000) NEMA 4X Natural Convection in(mm) 3 lb/(kg) <47.3 (21.3) -S version Wall bracket Trade size KOf: Wea x 1/20) and Rea x 1-1/4", 3 places side, front rear) kAI 25/600 Varistor, 2 (L, - L,/ L, - G) 25120!20 97 96 <8 < 0.6 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt) iB-RS485.232 (opt), PVI-DESKTOP <TOP (opt) with PVI-RADIOMODU -13 to +140 (-25 to +60) with derating above 131 (55) -40 to 176 (-40 to +80) 0-100 condensing < 50 6560 (2000) NEMA 4X Natural Convection x 12.8 x 8.7 (859 x 325 x 222)-S Ve < 47.3 (21.3) -S version Wall bracket Trade size KO5: (2ea x 1/21 and (lea x 1-1/4; 3 places side. front rear) 25/600 Varistor, 2 (L, - 6/ L, - G) 25 i 25 | 25 97 96 <8 < 0.6 pt.) (opt) -13 to +140 (-25 to +60) with deratinq above 113 (45) -40 to 176 (-40 to +80) 0-100 condensing < 50 6560 (2000) NEMA 4X Natural Convection in < 47.3 (21.31 -5 version Wall brad(et Trade size KOs: (2ea x 1/21 and Weax 1 -1/40,3 places side, fronr rear) 25/600 '• Flat effidency.curves ensule higlf ¢fficiency at all outpht levels ensuring cons'istent and stable'performance across.t, the'er,tire'input voltage and output power ran*d '·' '' 0 .„ 'i'·0. 1 Oufdoorentlos'ure forunrestricteduseunderanyenvironmental conditions -- - • Integrated DC disconnect switch in compliance with internati6nai Standards (-SVersion) 6 RS-485 commurtication interface (for connettion to laptop or datalogger) - • 06mpatiblewith PVI-RADIOMObUCE for GAreless communication with Aurora PVI-DESKTOP. AURORA UNO Isolation Level Safety and EMC Standard Safety Approval 1Warrantv Standard Warranty years Extended Warranty years |Available Models Standard - Without DC Switch and Wiring Box Mittl-DE fldlftl--99#W.iImd93 _ _ __ - - . 4 -- _ --1 ·Al} data 1; suwect to change without notice •• Capability enabled at nominal AC voltage and with sufflcient DC power available ••• When equipped with optional DC Switch and Wiring Box Transformerless (Floating Array) Transformerless (Floating Array) Transformerless (Floating Array) UL 1741, CSA -C22.2 N. 107.1-01 UL 1741,CSA -C22.2 N. 107.1-01 UL 1741, CSA -C22.2 N. 107.1-01 cCSAus .CSAus ,CSAus 10 10 10 15&20 15&20 15&20 PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US !12-94TE#,PL- -_ _ *__ --- ---- - _ + _ - _ -__ +1 - PVI-4.2-OUTD-US AURORA UNO 'K K CSA INTERNATIONAL Certificate of Compliance Certificate:2096477 Master Contract:173688 Project:2439385 Date Issued:July 19,2011 Issued to:Power-One, Inc 740 Calle Plano Camarillo, CA 93012 USA Attention: Robert White The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. 'Rob-Hemp*0010 Issued by: Rob Hempstock, AScI 0 JS PRODUCTS 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, PV1-3.6-OUTD-US, PVI-3.0-OUTD-US, PV1-4.2- OUTD-S-US, PVI-3.6-OUTD-S-US, PVI-3.0-OUTD-S-US, PVI-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 Certification Record, Appendix 1 or the : Descriptive Report. APPLICABLE REOUIREMENTS CSA-C22.2 No. 107.1-01 - General Use Power Supplies UL Std No. 1741-Second Edition - Inverters, Converters, Controllers and Interconnection System Equipment - for Use With Distributed Energy Resources (January 28,2010) . DQD 507 Rei: 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 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 lfSAA=PA05318 \ THE TRINAMOUNT MODULE - 941 mm 51 41·09/2 INS!ING HOLE JUNCTION NAMEPLAIE i Peak Power Walls-Pu.x (Wpl 240 245 250 255 260 Power Output Tolerance-P*x (%)0/+3 0/+3 0/+3 0/+3 0/+3 Maximum Power Voltage-Up (v)29.7 30.2 30.3 30.5 30.7 Maximum Power Current-IMPP {Al 8.10 8.13 8.27 8.36 8.47 Open Circuit voltage-voc (v}37.3 37.5 37.6 37.7 37.9 Short Circuit Current-Isc (A)8.62 8.68 8.85 8.92 9.00 Module Efficiency qm (%)14.7 15.0 15.3 15.6 15.9 STC: Irradiance 1000 w/m'.Cell Temperature 25°C. Air Mass AM1.5 according to EN 60904-3. Average efficiency reduction of 4.5% at 200 W/m' according to EN 60904-1. ELECTRICAL DATA @ NOCT TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 60 CELL MULTICRYSTALLINE MODULE WITH TRINAMOUNT FRAME 240-260W 6-043.OUJOINC HOLE 11 ./ 12·CRAINHOLE \ '9\ 812mm | 180 Back View Maximum Power-Px (Wp)174 178 181 184 188 ... Maximum Power Voltage-VMP (V)26.6 26.8 27.0 27.2 27.4 Maximum Power Current-I,. (A)6.55 6.64 .6.70 6.77 6.86 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: Irradlance at 800 W/m'. Ambient Temperature 20°C. Wind Speed 1 m/s. POWER OUTPUT RANGE 15.9% MAXIMUM EFFICIENCY 0-+3% POWER OUTPUT GUARANTEE As o leading global manufacturer of next 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 and supplement our innovative, reliable products with the backing of Trina os a strong, bonkable partner. We ore 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.trinosolor.com Trinasolar Smart Energy Together Our most versitile product • Compatible with 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 raM)) ·Over 30 in-house tests (UV, TC, HF, and many more) • In-house testing goes well beyong certification requirements - Certified to withstand challenging environmental conditions• 130 km/hrwind load (2400 Pcl) • 900 kg snow load per module {5400 Pa) LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty 100% 2 90%Additional value from Trina Solar's linear warrantyC 0 8 80% - Years 5 10 15 20 25 ¤ Industry standard Trina Solar LILI I-V CURVES OF PV MODULE TSM-245 PA05.18 10.(° 9.Co ,rewin.'/rn' 5 -800w/m' * 6.m 600w/m' \ \ 5 5.0 -\\\; 4.0 100\•//m' U 3.00 - \ \\ 2.00 200W/m2 \ \\\ 1.co -\\\\ 0. \ \\\\ 0..10.00 20.co 31.40.m Vollage(v) CERTIFICATION 2 0 -US M c cous P=E LISTED Trinasolar Smart Energy Together MECHANICAL DATA Sorar cells Multicrystalline 156 x 156 mm (6 inches) Cell orientation 60 cells (6 x 10) Module dimensions 1650 x 992 x 40 mm (64.95 x 39.05 x 1.57 inches) Weight 18.6 kg {41.0 lbs) Gtass High transparency solar glass 3.2 mm (0.13 inches) Backsheet White Frame Block Anodized Aluminium Alloy with Trinamount Groove 1-Box IP 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm' (0.006 inches'), 1100 mm (43.3 inches) Connector Original MC4 TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell '45°C (1:2°Cl Operotional Temperature 1 -40-+85°C Temperature (NOCT)1 Maximum Syslem 1000V DC[IEC)/ Temperture Copfficient of Pra _ -0.43%/°C voltage 600V DC(UL) Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Roting , 15A 1 Temperature defficier<; 0 1 -0.047%/°C 1 WARRANTY L 10 year Product Workmanship Warranty , 25 year linear Power Warranty J (Please refer to product warranty for details) PACKAGING CONFIGURATION Modules per box: 24 pieces 1 ! [ M€*es Perd; container: 672 pieces _2 i I; CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. © 2013 Trina Solar Limited. All rights reserved. Specifications included in this datasheet ore subject to change without notice. 6(032 461 . C <tol»- 1/F[ 909 kli - - 0 0/4 /« I. 3 . r. .e . ,2 - ..'' i•