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HomeMy WebLinkAbout10179683_2025 N. OLIVE - PlanCITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.App.Worksheet PROJECTADDRESS: 202 25-N- 0 l ;ue. 91+SUITE:SAPIN #10 1 1 9*a USE OF BUILDING:gRESIDE!B>COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK:NEW ADD AVERITh DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION· 1ST FL.. 2ND FL 4 TOTAL OF OTHER FLS: GARAGE/CARPORT: SF BASEMENT: YES/NO SF PATIO/ENCL. PATIO: SF RES. REMODEL: SF ALTER/T.I. SF NO. OF STORIES: SF BLDG. HEIGHT: SF PROPOSED USE: SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : Eoc·F EADUIA+6(l 90<Or- i> OM# 34 pakely'. C. 0 16 0/k'(,v·- 7553 4.419 4-1)frt_ pallol BUILDING OWNER'S NAME:D „IA-Gl W Ovwtte uoup.1-- ADDRESS:CITY: f 2.035- /0. 6 l,·ut- 9 5 a /4.4 .,4. TENANTS NAME (Comm/Ind): CONTRACTOR'S NAME:STATE CONTR. #: 5nlar Cit·v Y Y'yto¥ ADDRESS:CITY: el & 5- 4. 44,4441 +Ut 5 ,4 4/,w WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY: 9(766106626 9-01-3 9/1//4 -&41 204 ARCHITECT/ENGINEER:E - Poutret STATE LICENSE # -4 bed arln *0*.(1522 0 1 PHONE NO: 79-742-55-33 STATE'ZIP: LA 9 2706 PHONE NO: LICENSE CLASS:PHONE NO: 8 STATE:ZIP: C k.9270 6 SANTA ANA BUS. LlC. # PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME: 91 MV Dapt)PHONE NO: 7/q- 72#.,q76q E-MAIL ADDRESS: OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/C FEE PD $ TYPE OF CONSTR:VALUATION: $52 LI \ (0003 SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES / NO FLOODZONE: . 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: E Additional square footage U Awnings E] Canopy U Card readers El Ceiling work E Change of occupancy (use) E Disabled accessible (H/C) restrooms E Dust collector E Elevator shaft U Exterior doors or windows U Equipment pads U Interior demo U Kitchen equipment 01 partition walls U Rated corridors El Rated shafts El Roof mounted equipment U Security bars U Screening for equipment U Skylights U Stairs U Storefront/facade improvements U Storage racks or shelving over 5'-9" 0 Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: El Block wall El Complete demo U Fence El Fire signaling system E Fire sprinklers E Flagpole D Lawn sprinkler system U Light Standards 0 Parking lot paving U Parking lot striping E Pedestrian protection C] PooUSpa E Signs El Spray booth El Temporary power pole U Trash enclosure trsoilarCity 3055 Clearview Way San Mateo, CA. 94402 (888)·SOL<ITY (765·2489) www.solaicity.com CEIVE SEP 1 6 2013 IW1 September 5, 2013 Project/Job # 927402 City of Santa Ana RE:COVER LETTER Project:Vandervoort Residence 2025 N Olive St Santa Ana, CA 92706 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2010 CBC, ASCE 7-05, and 2005 NDS - Roof Dead Load = 8 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground Snow Load = 0 psf - Risk Category = II, Wind Speed = 85 mph, Exposure Category C - Solar modules = As indicated in attached drawings. On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the PV system loading. The structural roof framing and the new attachments that directly 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 further questions or concerns regarding this project. Sincerely, Abe De Vera, P.E. Civil Engineer Main: 888.765.2489, x7526 email: adevera@solarcity.com 62<< Nd r52202 1,1 Clvi r Digitally signed by Abe De Vera Date: 2013.09.05 06:48:16 -07'00' i -4'<solarCity 09.05.2013 Page # 2 3055 Clearview Way San Mateo, CA. 94402 (888)-SOL-CITY (765·2489) I www.sola,city.corn ORDER # Vandervoort Residence - Job # 927402 TABLE OF CONTENTS CONTENT 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 %'·673.45 6---*='*-!:1 *1,* 4 ,- fi,49,..* S€9/990«a,* Uiz- ..t. e.:emiwariat z"<511*11 11,:it<914.-.tilr.-44.24:41.E %9921.,g ga &14>:· ic-:11t.1,54.31:t35:,v., Werb Gardelli 2- 72· i *3-.· 1Bannie· Tal*A:*&>- I I i...,4 ....1 9 =,lizilili.|il.44117·161 ./•r'.frA fI le.4, «. 16i:.281,26.,r:t.:1 x9=*,f:012* 311 i.,4 tii'J..Ave-1"A#lu p &4<k...r-FE . -m-1.h :511Ave-0.- --& t..Urt.L-*6#2[1.194(2.!929?34£. i :3,14, I.i; W,fga 1-64·3Blara-A-ve,.C . '-N.Ze ·E Dia,.----i-Cvt/s"11¥ 7·9 + :Wuw .,S. 1#z:;RE: R=iMWI t. i/£..-|29 flut;9'kiymMUT?f Ca* 53*11&# rVcr<1 r. . 1- . , '44.41 1 .t. i i:· 1-:bO:- Ld;¥ I C D.,0 C , i 4.4: *:74'AP|02.: €.C 641-1 F-0.R A'L >1.'a -re Elli e -%7 -20 P'* R; Kt; 74!;2 :-42" ·61 ....rv 9//144· 9'4 3=664 -- -2Sgy , *33;'.:13:,5 .311PLA'BN.?Fj 2**bil·@ 6 -O 4*G, 9'421:1 - 1L. T'#21 1 494 • .*.- . 3.El .. f 44.4.1.7 14-2 lt.st:-1;=: 14.4 2/: ,-y.·-i &21 ·r· dI,-2& SU€ff«* it 4<li4 0% r'. P<m 6 9 St, . C . rst; -24* 143' EN-%1'15€f-f?!/Ng.g,Ebl ffEi.*i.iR,2-bthos ballfif@4%:FIR i. -0 =. 4, JfEX-L4*'3*-e::,Lop..· - a.,-;:91:9*3'91·1>flE,>;4&14Ill%j-Al, 574,? 1-ir':0:. l-€i-'41:-. fifil-"t™W:1 9thfSti--T-4' -1-:1 JtWIgt 4:,34 l'·FoLiBEW;4,0*,1877"-st" 622:4.f€=if2274Iijlt*£3·.101 - tA A. i - 0-:- -f*2720374* 211?t -L *re:-»t 1 1 -2 1241€.:· ,C.. '* * - 44 &12 - . ,--· · t WNIfith St. 1 .,;B:3992:ty Mii - 2 . 21 Li <·, u 2-2 u 4. .lit--9 -... t#:a Ly: -./. k r 1 St-4 Gbil. )i@{a]Gle • - LE' 2025 N Olive St, Santa Ana, CA 92706 Latitude: 33.763688, Longitude: -117.877138, Exposure Category: C . b .. soilarCity SleekMountTM PV System Structural Design Softwa re 09.05.2013 Version # 14.8 Page # 3 PROJECT INFORMATION Project Name:v . · 2.Vandervoort Residence 1'...7:' _ --- _ _AHJ: 21,·O-- Job Number:927402 _BM®ling_Cgde: Sygem Size: f??>Ii-' 3$610009kW. PVSi&€etir<: ;.: ' _ _ Based On: 4'???' ' Customer Name:Vandervoort, David ASCE Code: AddreET . -- ' f>. 342025"t- :: N'Oliv@ St 7. - Obqrades Reci'd? :1 .. i _- -Cjty/Statt:Santa Ana,CA --80mp Req'dRZip Code.· 1 '44:··V. 592706·.·:· " 5,6 ... ' Py Designer: 's.: r'' Latitude:33.763688 Calculations: Longitude:.592 /14·1-117.877.138. .13 3,·f. 1:v ..;Reviewer: : SC Office:Orange County EOR: :Santa Ana'Y ·.1 , ../ .«··' 2010 CBC 2009 IBC/IRC - .' ,* I ASCE 7-05 Yes 1 Tim Iasabia ' · ·'' i Abe De Vera, P.E. Ab@ Dd Veri, P.E. Abe De Vera, P.E. MOUNTING STRUCTURE &PV SYSTEM INFORMATION Mounting Structure Information Risk Category II PV syiterh Jybe Solh,City SleekMdunt™ RE€log Material Comp Roof Tile Attactirn@nt System .Tile Roofs Only NA Tile Reveal SM Span Only NA Tile Spanner Bar Direction SM Span Only NA Standing Seam Spacing SM Seam Only NA Roof Slope 20° Rafter Spacing 24" O.C. PV System Information Total Number of Modules 24 PV Module Orientation Landscape span®g ver*No Total Area of Array 422 sf 04¢Igdule Wkm - -_ I _ -_ _____ - ---312 A-- 1-W----- 1- PV Module Length 5.4 ft Standoff ___-Comp Mount Tvoe C Minimum Eave End Setback 5" Minimum Ridge Setback 12" ' PV System Weight PV Module Weight HaklwakAssembly Weight Total PV System Weight 2.5 psf 0.5 psf 3 psf .. Page # 4 SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS) Seismic Design Code ASCE 7-05 Latitude 33.7637 Longitude -117.8771 SRA at Short Period Ss 1.400 USGS SRA at ls Period St 0.497 USGS Soil Site Class D IBC 1613.5.2.. Seismic Design Category SDC D USGS Seismic Check Required (Ss k Yes IBC 1613.1 0.4€, & SDC 2 D)? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area Dead Load Weight PV System Weight 422 sf 3 psf 1266 lbs Total Weight of PV System W(PV)1266 lbs Weight of Roof on Existing B .tilding Sum Area of MPs with PV 1241 sf Portion of Roof Weight Area Dead Load Weight Roof 1,241 sf 8.0 psf 9,930 lbs Ceiling 1,241 sf 7.0 psf 8,688 lbs Interior Walls Gop Ha10 564 sf 6.0 psf 3,382 lbs Exterior Walls (Top Half)564 sf 18.0 psf 10,146 lbs Net Weight of Roof Under PV W(exist)32,147 lbs Check % Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral 3.9%W(PV)/ W(exist)Increase Seismic Shear Load < 10%, -> [OK]Force Resisting System Note: Seismic base shear is directly proportional to roof weight. IBC Sect. 3404.4 Page # 5 CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 85 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable/Hip Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 15 ft Section.6.2 Effective Roof Slope 20° Effedive Rafter Spacing 24" O.C. Effective Wind Area (1 Module) A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz Topographic Factor 16 Wind Directionality Factor Kd Importance Factor I Velocity Pressure q 0.85 1.00 0.85 1.0 qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) (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. 6-11B/C/D-14A/BGCp <up) Ext. Pressure Coefficient (Down)GCM (Down)0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p=Clt (GCD)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"39" Max Allowable Cantilever -Landscape 24"7- NA T Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf N* Wind Uplift_at Standoff T-actual -195 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 30.6% Page # 6 CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Categqry-1*qiption 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 Skip-Sheathing . 1.2 W Rafter Size and Spacing 2 x 6 @ 24 in. O.C.1.1 psf Vaulted Ceiling None _O.0 psf Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 psf (All MPs)8.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load 4 20.0 W Table 4-1 Member Tributary Area At £ 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R 1 Section 4.9 Reduced Roof Live Load 0 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*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_*u®_2 x 4 @ 16 in. O.C.1.1 psf Insulation No 0.0 W -Finish (Side @)1/2" GypErn Board 2.2 psf Miscellaneous Miscellaneous Items 0.5 psf Total Interior Wall Load 6 psf (All MPs)6.0 psf Exterior Walls Material Load Exterjg Finish 7/8" Stucco - __12.(lpsf i#@fiI5W®-2 -1- If _ __2 J-- _- ___-I ___ -1 _ _ ____2 x_4__ _i ---J _ flj).16 {431<-J Lf fiffil p*- Insulation _______ __ ___ -__ . __-_ _- -___ __-Yes 1.4 psf intedort®® __ _ _ _ _ _ __ _ _f___ -312-**sum_Boarct 31 01_ -_ 2 212 Ikf --3 Miscellaneous Miscellaneous Items 1.3 psf Total Exterior Wall Load 18 psf (All MPs)18.0 psf COMPANY PROJECT WoodWorks®3055 Clearview Way Vandervoon SolarCity, Inc.MP1 SORWARE FOR WOOD DESIGN San Mateo, CA 94402 Job No. 927402 888-765-2489 MP1.wwb Sep. 5,2013 06:30 · Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat-Location [ft]Magnitude Unit tern Start End Start End Loadl Dead Full Area NO 8.00 (24.0)* psf Load2 Roof live Partial Area Yes 0.00 2.92 20.00 (24.0)* psf Load4 Roof live Partial Area Yes 14.50 17.58 20.00 (24.0)* psf Load6 Dead Partial Area No 2.92 14.50 3.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 18'-11.1" -- 0' 2' 14'17'-7" Unfactored: Dead 147 272 Roof Live 123 61 Factored: Uplift Total 270 333 Bearing: F'theta 668 668 Capacity Joist 3883 1879 Supports 4101 1758 Anal/Des Joist 0.07 0.18 Support 0.07 0.19 Load comb #5 #8 Length 3.50 1.50 Min req'd 0.50*0.50* Cb 1.11 1.25 Cb min 1.75 1.75 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. -46 74 48 28 668 1503 0.02 #7 1.50 0.50* 1.00 1.00 MP1 Lumber-soft, D.Fir-L, No.2,2x6 (1-1/2"x5-1/2") Supports: 1,2 - Lumber Stud Wall, D.Fir-L Stud; 3 - Manger; Roof joist spaced at 24.0" c/c; Total length: 18'-11.1"; Pitch: 4.3/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help), WARNING: Member length exceeds typical stock length of 18.0 [ft] 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 : Criterion Analysis Value Design Value Analysis/Design Shear fv =26 Fv' =162 fv/Fv' =0.16 Bending(+)fb = 405 Fb' = 1211 fb/Fb' =0.33 Bending(-)fb =501 Fb' = 1180 fb/Fb' =0.42 Deflection: Interior Live -0.04 = <L/999 0.85 =L/180 0.04 Total 0.19 =L/800 1.27 =L/120 0.15 Cantil.Live -0.01 = <L/999 0.28 =L/90 0.02 Total -0.11 =L/232 0.42 =L/60 0.26 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 0.90 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 1 Fb'-900 0.90 1.00 1.00 0.975 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 =154, V design =143 lbs Bending(+): LC #1 =D only, M =255 lbs-ft Bending(-): LC #1 =D only, M =316 lbs-ft Deflection: LC #7 =(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. COMPANY PROJECT WoodWorks®SolarCity, Inc.MP2 3055 Clearview Way Vandervoort SOF,WARE FOR WOOD DESIGN San Mateo, CA 94402 Job No. 927402 888-765-2489 MP2.wwb Sep. 5, 2013 06:34 Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat-Location [ft]Magnitude Unit tern Start End Start End Loadl Dead Full Area NO 8.00 (24.0)* psf Load4 Roof live Partial Area Yes 0.00 1.75 20.00 (24.0)* psf Load5 Roof live Partial Area Yes 10.42 13.75 20.00 (24.0)* psf Load7 Dead Partial Area NO 1.75 10.42 3.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : - 14'-10.3" 0' 2' 10'-5"13'-9" Unfactored: Dead 122 176 Roof Live 81 73 Factored: Uplift Total 204 248 Bearing: F'theta 668 668 Capacity Joist 3883 1879 Supports 4101 1758 Anal/Des Joist 0.05 0.13 Support 0.05 0.14 Load comb #3 #6 Length 3.50 1.50 Min req'd 0.50*0.50* Cb 1.11 1.25 Cb min 1.75 1.75 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. -8 70 8 62 668 1503 0.04 #2 1.50 0.50* 1.00 1.00 MP2 Lumber-soft, D.Fir-L, No.2,2x6 (1-1/2"x5-1/2'0) Supports: 1,2 - Lumber Stud Wall, D.Fir-L Stud; 3 - Hanger; Roof joist spaced at 24.0" c/c; Total length: 14'-10.3"; Pitch: 4.3/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks® Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv =20 FV' =180 fv/Fv' =0.11 Bending(+)fb =193 Fb' = 1211 fb/Fb' =0.16 Bending(-)fb = 226 Fb' = 1183 fb/Fb' =0.19 Deflection: Interior Live -0.02 = <L/999 0.60 =L/180 0.03 Total 0.04 = <L/999 0.89 =L/120 0.05 Cantil.Live 0.03 =L/894 0.28 =L/90 0.10 Total -0.00 = <L/999 0.42 =L/60 0.01 .Additional Data: FACTORS:F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv'180 1.00 1.00 1.00 - -1.00 1.00 1.00 6 Fb'+900 0.90 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 1 Fb'-900 0.90 1.00 1.00 0.977 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 - 1 Emin'0.58 million 1.00 1.00 - -1.00 1.00 - 1 CRITICAL LOAD COMBINATIONS: Shear :LC #6 =D+Lr (pattern:.L), V = 134, V design =108 lbs Bending(+): LC #1 =D only, M =122 lbs-ft Bending(-): LC #1 =D only, M =142 lbs-ft Deflection: LC #2 =D+Lr (live) LC #1 =D only (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. ABBREVIATIONS 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 MIN MINIMWA(N) NA*[ Flanning Department NTS NVT-'[ofs DepartmentOC 01*UNTEPL FtEIRRO|ke Deoartment POI PQ#frl CE. INTERCONNECTION - ELECTRICAL NOTES JURISDICTION NOTES 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE f isHAZARDS PER ART. 690.17. ,"-- -2. EACH UNGROUNDED CONDUCTOR 1)PEIRMIT TYPE: (**)ELECT PLBG \APPROVEDMULTIWIRE BRANCH CIRCUIT WILL BE IDVTIFIED BY PHASE AND SYSTEM PER ART. 210.5.MECH GRADING 1 PLANDHNG DIVISION 3. A NATIONALLY-RECOGNIZED TESTf\1 #RMIT#22£29621LABORATORY SHALL LIST ALL EQUIPMEN [ ---,--.,...,.: MASTER 1, D. 20 / 3 - /0 99 g (0COMPLIANCE WITH ART. 110.3.---1 G.P.-1&1 __111 OCC.GROUP K-%44. 4. CIRCUITS OVER 250V TO GROUND ISHALL Zone COMPLY WITH ART. 250.97, 250.92(B) 1 CONSTR. TYPE-22 ' ,1 PLANNER--DATE.Qi //4135. DC CONDUCTORS EITHER DO NOT k5325ZN- 1 TRANSFERRED BY*lll-lL- DATE_ -_lj.*lllBUILDING OR ARE RUN IN METALLIC RACt ENCLOSURES TO THE FIRST ACCESSIBLE ) --IDISCONNECTING MEANS PER ART. 690.31 E).PLANNING INSPECTION REQUIRED:1 YES (7 1 ROUGH- FINAL- NOMIC,0,3)(JL FLL --UL LISTING. -lili 7. MODULE FRAMES SHALL BE GROU faiad'VI YES NO- I NAMS:--(714)UL-LISTED LOCATION PROVIDED BY THE I '-i j --- kw KIANAFiiect To The Following ADDrovaqsts SHALL BE PROVIDED WiTH QIPANLBW LORD-FARING WALL REUEF AT ALL ENTRY INTO BOXES AS R.iQUIE--2S!1:Jpijir"/Elli/EI/i/03"I#3#M/01/ ARCHITECTURAL STRUCTURAL i ACCEPTED FOW CONS I NOGi,ON SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING & MECHANICAL PLANS This set of plans and specifications must be kept on the jebat all times and it is unlawful to make any changes )ralterations on same without written permission from t; ie City of Santa Ana. The acceptance of this plan and specifications SHALL NOT be held to permit nor be an approval of the violation of aiy provisions of ANY City Ordinance or State Law. Accepted By 71/NA- 17 VED rwACRIE?! h 1 1%4413»| Date issued i 29-2 U =.4-- EI Z 9L MANUFACTURER USING UL LISTED GROUN )1kDIANT BARRIER @ ROOF YES r NO.7 RETAIN PLANE FOR FUTURE REVISIONS '6 HARDWARE. -O0 -SUBJECT TO ITEMS CHECKED AND CONDITIONS m 8. M0DULE FRAMES, RAIL, AND POSTEI AM#t[EN-IAL DEV. FEE YES BELOW: pv mo*44(UIDIIC V\/orks Agency BON DED WITH EQUIPMENT GROUND CONDLI@*GRe-*Ne='' O INTERiOR: -f-1 ONLY CY:SCH S GROUNDED AT THE MAIN ELECTRIC PANEL| SCHOOL DISTRICT YES O NO EXTE'1:0:1 ALTERATIONS/MOGFBATONSss s12t* r#M*ti g Perrnit 9. THE DC GROUNDING ELECTRODE Cokewea'-- ... STC S#R#AEd[¥fft* (BID®range Healll¥[Depanment?DING TO ART. 250.166(B) &O ALL MATEkcALS TO MATCH EXiSTING 690.47.O SCREENING REQL,!RED ups uNIN]EF€1808£0@MAIPPLY CONDITIONS: <A _ _ ACCEFTuu n. ,4.,Vat O SUBMIT LANDSCAPE PLANS 7- rae 1 b#,r•CV VOEF-t Vmp virdGEFA©001 21@lin 1-K2Iirrmcuv,sTE. Voc GWEt?58ICEft'&irict ..e Ar: rw VICINITY MAP3R N*iljpatiRn,dquisition and Development IN[IEXSEPARATE FR.livir /0 '4'U . ELUCTRICAL, PLUES UG & US - -. Pvl COVER SHEET This Sot Of plans and spstilications nen,1 it is er imic! to ... PV2 SITE PLAN -- - PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES ...'* ---'. Cutsheets Attached 1 . DA U 000#AA 1 THIS SYSTFU IS GRID-INTFRTIFD VIA A ...1 'WESJ. at all u"%0 --alterations on same wit .out writtc City of Santa Ana. The acceptance of thio r an aR:upthe held to permit nor be an app¥1,;tr,AinanATJ M UM # 000IU't - C-46, C-10 UL-LISTED POWER-CONDITIONING INVERTER..1/.....Fl...8.=............,>rovistonS 01 ANY ulty u u...t- 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ,1, lilli.8.......1......m -1 -* 0 3. SOLAR MOUNTING FRAMES ARE TO BE 94.; 77\ 1 GROUNDED. crp, 01SANcce:t: 3 By Jake Tornatzky /4. ALL WORK TO BE DONE TO THE 2010 .. MODULE GROUNDING METHOD: SLEEKMOUNT CALIFORNIA BUILDING CODE.1 AHJ: Santa Ana THE 2008 NATIONAL ELECTRIC CODE AS AMENDED .....RIV........../.EM..m'U/.......i...1..6..........r BY THE 2010 CALIFORNIA ELECTRIC CODE.. REV A NAME 9/4/2013 COMMENTS 11 * * * *- A . UTILITY: Southern California Edison (SCE) -* * * ** •Na.#i.,11.Biaja....··...Aa·m.1__I--di-.am,ce Aclancv * *** CONFIDENTIAL - THE INFORMATION HEREIN .108 NUMBER:JB-927402 00 PREMII OMER:*£5*tiON:DESIGN: CONTAINED SHALL NOT BE USED FOR THE VANDERVOORT, DAVID VANDERVOORT RESIDENCE Tim TasobiaBENEFIT OF- ANYONE EXCEPT SOLARCITY INC.,MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2025 N OLIVE ST 6 KW PV ArrayPART TO OTHERS OUTSIDE THE REGPIENTS SANTA ANA, CA 92706ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN -PAGE NAAE SIEIT:RE¥: DATEWIVERTER:PERMISSION OF SOLARCITY INC.7147425533 COVER SHEET PV 1 9/4/2013POWER-ONE # AURORA PVI-5000-OUTD-US 47» j Jake Tornatzky V L AC n 0 0 0 0 0 0 01 0 0 0 0 0 0 W 0 ocked Gated PITCH: 20 ARRAY PITCH: 20 MP1 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 20 ARRAY PITCH: 20 MP2 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 Story 4 STAM PED AND SIGNED FOR STRUCTU RAL ONLY Digitally signed by Abe De Vera Date: 2013.09.05 06:49:33 -07'00'LEGEND (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS -6 -At o i DC 0 0 0 0 &,Pitc 6 0 0 L--1 @m: Al 00000 Front Of House -- 3' Rle Setback 3' . ire Setback 1 1>21 0 0 0 0 0 0 L Fl lei 13 DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS JUNCTION BOX DC COMBINER BOX & WARNING DISTRIBUTION PANEL & WARNING LOAD CENTER & WARNING LABELS 1 0 2025 N Olive St ------------------------ --- DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE INTERIOR EQUIPMENT SITE PLAN N TOTAL ARRAY AREA (SF): 410 TOTAL ROOF AREA (SF): 3474 Scale: 3/32" = 1'W E TOTAL ARRAY AREA IS 11.79 PERCENT OF TOTAL ROOF AREA 01'10'21' .-+ . S CONFIDENTIAL - THE INFORMAnON 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 REaPIENiS ORGANIZAnON. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECnVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:JB-927402 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (24) TRINA SOLAR # TSM-250PA05.18 INVERTER POWER-ONE # AURORA PVI-5000-OUTD-US PREMIi OWNER: VANDERVOORT, DAVID 2025 N OLIVE ST SANTA ANA, CA 92706 7147425533 DESCEPION: VANDERVOORT RESIDENCE 6 KW PV Array PA(I NAME· SITE PLAN DESGN: Tim Tasobio 9{EET:REV: DATE· PV 2 9/4/2013 9+ -Solar€itv 3055 aeorview Way Sin Mateo, CA 94402 T: (650) 63&-1028 F:(650) 638-1029 (888)-SOL-CITY (765-2489) wn.solarcity.corn It mot 43»j Jake Tornatzky / 12' LBW 1dlk VMJi» - SIDE VIEW OF MP1 RAFTER:(E) 2x6 @ 24" O.C.»'*Elvit<857 NTS CEILING JOIST: (E) 2x4 @ 16" O.C.OFCAL RIDGE:(E) 2x8 RIDGE BOARD MAX SPAN:12'-0"Digitally signed by Abe De Vera MAX STANDOFF DISTANCE: 72" O.C.Date: 2013.09.05 06:50:10 -07'00' PV MODULE n 5/16" BOLT WITH LOCK - & FENDER WASHERS ZEP LEVELING FOOT n ZEP ARRAY SKIRT n ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA LAG BOLT WITH SEALING WASHER -- (2-1/2" EMBED, MIN) 1 r (6) <4) [3) L (5) LOWEST MODULE SUBSEQUENT MODULES E INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. SEAL PILOT HOLE WITH POLYURETHANE SEALANT. INSERT FLASHING. PLACE MOUNT. INSTALL LAG BOLT WITH SEAUNG WASHER. INSTALL LEVELING FOOT WITH BOLT & WASHERS. 3%1 8,-5" L (E) LBW /-1 SIDE VIEW OF MP2LB) -7' RAFTER:(E) 2x6 @ 24" 0.C. NTS CEILING JOIST: (E) 2*4 @ 16" 0.C. MAX SPAN: 8'-5" MAX STANDOFF DISTANCE: 72" 0.C. (E) RAFTER STANDOFFScale: 11/2" = 1' CONADENTIAL - THE INFORMATION HERON JOB NUMBER JB-927402 00 PREMII OWNER:DESCEPTION:DESIGN: CONTAINED SHALL NOT BE USED FOR THE VANDERVOORT, DAVID VANDERVOORT RESIDENCE Tim Tasabia 15,1,1BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,MOUNTNG SYSTEN 2025 N OLIVE ST 6 KW PV Array •NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C ."PART TO OTHERS OUTSIDE THE REaPIENTS SANTA ANA, CA 92706ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER:PA(I NAME 9{EET:REV: DATE T: (65(PERMISSION OF SOLARCITY INC. POWER-ONE # AURORA PVI-5000-OUTD-US 7147425533 STRUCTURAL VIEWS PV 3 9/4/2013 (888>-SOL R Z 1 1 GROUND SPECS -MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) UFER AT PANEL Panel Number: no Inv 1: DC Ungrounded INV 1 -(1) POWER-ONE # AURORA PVI-5000-OUTD-US LABEL: A -*4) TRINA SOLAR # TSM-250PA05.18 CA # 888104 WITH IRREVERSIBLE CRIMP Meter Number: SCE 222014-029730 Inverter; Zigbee 5000W, 240V, 96.5%PV Module; 250% 227.5W PTC, 40MM, Block Frame, MC4, ZEP Enabled C-46, C-10 INV 2 4,/»iVoc: 37.6 Vpmox:30.3 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER Jake Tornatzkv / (N) 200A MAIN SERVICE PANEL (N) 200A/2P MAIN CIRCUIT BREAKER Inverter 1 IND CUTLER-HAMMER CUTLER-HAMMER 200A/2P Disconnect Disconnect POWER-ONE 1¢1)- (E) LOADS 11- 1 r A AURORA PVI-5000-OUTD-US=ft \.11 1-2 GFP/GFC' 0- DC+ 1 L1 (N)30/ A -g DC- 1 1 i LTAGE N VZP 1- DC- EGC/ B rmgrl___Egg - - N 1-•n wm ADJUST MIN. ACrIVATION L 1 String(S) Of 10 On MP 2 --------L ADJUST MIN. ACTIVATION k LTAGE 1 String(s) Of 14 On MP 1 Ib J L(1) Conduit Kit; 3/4- EMT Am .__- 39%95_ 3 IZHB Le----(25%--1 TO 120/240V GNGLE PHASE , UTILITY SERVICE i Voc* = MAX VOC AT MIN TEMP A » (2) CUTLER-HAMMER # DG221URB AC DCDisconnect 304 240¥04 Non-Fusible, NEMA JR - (2) Cull.ER-HAMMER i DGO3ONB Ground/Neutral lOt; 30A, General Duty (DG) )AWG #10, THWN-2, Black )AWG #10, THWN-2, Red ) AWG #10, THWN-2, White )AWG #8..IHWN--2., Greer! =23 AACNEUTRAL Vmp = 240 VAC Imp= EGC/GEC,- f 1 ).Condu.it. Kit;. 3/€.EMT VOC* Vmp Voc* Vmp r-r-(2)AWG #10, PV WIRE, Black =412.1 VDC Isc = 8.85 ADC Wk (1) AWG #10, Solid Bare Copper EG( =303 VDC Imp = 8.27 ADC LL (1 )Conduit Kit 3/4' EMT D)AWd )10, PVWIRE, mack =576.9 JODC isc = 8.85 Abc (1 )AWG #10, Solid Bare Copper EG( =424.2 VDC Imp= 8.27 ADC (1)Conduit Kit 3/4' EMT CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER:JB-927402 00 PREMISE OWNER:DESCEPNON:DESGN: CONTAINED SHALL NOT BE USED FOR THE VANDERVOORT, DAVID VANDERVOORT RESIDENCE Tim TosabiaBENEFIT OF ANYONE EXCEPT SOLARCITY INC.,Ma»ITING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2025 N OLIVE ST 6 KW PV ArrayPART TO OTHERS OUTSIDE THE REaPIENTS ORGANIZAnON, EXCEPT IN CONNECTnON Wml MODULES:SANTA ANA, CA 92706 THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER:PAGI NAME:SHEET:RE* DATE: PERMISSION OF- SOLARCITY INC.7147425533 THREE UNE DIAGRAM PV 4 9/4/2013POWER-ONE # AURORA PVI-5000-OUTD-US e-- 11 b F r M *5 4 ¥ 1 0 0 1 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 2025 N Olive St FRONT OF HOME 1 f \- INVERTER AND f\J DISCONNECT 1 4-f -2.J 0 / 11 TILITYO < SERVICE /1 SOLAR O FRONT OF HOME 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 = 23 A CONFIDENnAL - THE INFORMATION HEREIN .108 NUMBER:JB-927402 00 PREMISE OWNER:DESCEPnON:DESIGN: CONTAINED SHALL NOT BE USED FOR THE VANDERVOORT, DAVID VANDERVOORT RESIDENCE Tim TasabioBENEFIT OF ANYONE EXCEPT SOLARCITY INC.,MOUFflING SYSTEM: ' 2025 N OLIVE ST 6 KW PV ArrayNOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type CPART TO OTHERS OUTSIDE IHE REaPIENTS ORGANIZAnON, EXCEPT IN CONNECTION E-ni MODULE&SANTA ANA, CA 92706 THE SALE AND USE OF THE RESPECnVE (24) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME:SHEET:REK DATE· PERMISSION OF SOLARCITY INC.7147425533 SITE PLAN PLACARD PV 6 9/4/2013POWER-ONE # AURORA PVI-5000-OUTD-US ..9/ c/r-820 -1/3E- a 11 5 k =· a 214. w $ . .a .e - -4 . 6kl los·a. rE-99 Uloo·QUOID CAUTION: SOLAR CIRCUIT PHOTOVOLTAIC DC DISCONNECT MAXIMUM POWER-POINT CURRENT (Imp) .. MAXIMUM POWER-IPOINT VOLTAGE (Vmp)V MAXIMUM SYSTEM IIIIII VOLTAGE (Voc) V SHORT-CIRCUITI CURRENT (ISC)IA WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED PHOTOVOLTAIC AC DISCONNECT Label Location: (C) Per Code: CA Fire Guidelines Label Location: (DC) (INV) Per Code: CEC 690.14.C.2 Label Location: (DC) (INV) Per Code: CEC 690.53 Label Location: (DC) (CB) Per Code: CEC 690.17 Label Location: (DC) (INV) Per Code: CEC 690.5(C) Label Location: (AC) (POI) Per Code: CEC 690.14.C.2 MAXIMUM AC OPERATING CURRENT A MAXIMUM AC VOPERATING VOLTAGE PV SYSTEM DISCONNECT FOR UTILITY OPERATION WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE PHOTOVOLTAIC POINT OF INTERCONNECTION WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC VOPERATING VOLTAGE CAUTION DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM Label Location: (AC) (POI) Per Code: CEC 690.54 Label Location: (AC) (POI) Label Location: (AC) (POI) Per Code: CEC 690.17 Label Location: (POI) Per Code: CEC 690.64.B.7 Label Location: (Pol) Per Code: CEC 690.54; CEC.690.17 Label Location: (Pol) Per Code: CEC 690.64.B.4 (AC): AC Disconnect (C): Conduit (CB): C6mbiner 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 CONADENTIAL - 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 REaPIENrS ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SC - CA Santa Ana Label Set oolartig 300[[IDIXIOD O[X] SCI]vt[ImIIA 94402 T[mi[ID[II]020 001UmCE]029 mIUUMOLDITY [IIn]I34[3[IIIm[LEE[ImII[10 11 r M e S 91 22 11 9 S 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. D :84, -4/Solat€ity January 2013 • 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 COMpts' Installation Instructions \ r 1 ,%i V- @ 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 i Solar€ity January 2013 /1 9 S i •ower-One -Renewable Energy Solutions AURORA ilmImmIWER.em[!Iia @mamID®32 0 F calsm,ixiloilly)UTDIUS NominaIOutput Power W 5000 6000 Maximum Output Power W 5000 6000 Rated Grid AC Voltage V 208 1 240 |277 208 1 240 277 |14Lt SidADC) 1 Number of Independent MPPT Channels 2 2 PVI-5000-TL -/....:Faaggl-Yrifi M .Start- Up Voltage (Vitart)V 1 200 (adi. 1 20-350)200 (adj. 120-350) 9 Maximum Usable Power for Each Channel W 4000 4000 Absolute Maximum Voltage (Vmax) V 600 600 PVI-6000-TL Full Power MPPTVoltage Range V 200-530 200-530 Operating MPPT Voltage Range ,V 0.7xVstart-580 0.7xVstart-580 Maximum Current (Idcmax) for both MPPT in Parallel A 36 36 Maximum Usable Current per Channel A 18 18I. .t Maximum Short Circuit Current Limit per Channel A 22 22GENERAL SPECIFICATIONS · ,Number of Wire Landing Terminals Per Channel 2 Pairs 2 Pairs 44; 2.1-1 OUTDOOR MODELS . joitputSide {AC)1 Array Wiring Termination Terminal block Pressure Clamp, AWG8-AWG4 loll Grid Connection Type . 10/2W Split-0/3W | 10/2W 10/2W Split-0/3W i 10/2W ' i AdjustableVoltage Range (Vmin-Vmax) V 183-228 211*264 ;244-304 183-228 211-264 I 24+304 Grid Frequency Hz 60 60 Adjustable Grid Frequency Range Hz 57-60.5 57-60.5 , Maximum Current (lacmax)Ant 27 [ 23 1 20 -_ . .30 1. _18 1 34al- · Power Factor >0.995- >0.995 ToGIHamlfinic Distortion Atji#jed_Eower -- . ' % - -2-2-- Colitribetory-Eak)«ifrent"AWA,4 '- 56.25/55.83 1 -36.5/25.8-1 [ 3i.75/22.*5 - -362*/if.83- 1 id.b?Ail I 31*22.45Designed for residential and small commercial PV installations, this diid Wiring TerminationType , Terminal block, Pressure Clamp, AWG8 -AWG4inverter fills a specific niche in the Aurora product line to cater for , Protection Devices j those installations producing between 5kW and 20kW. 1 Input Reverse Polarity Protection - - - - - ---- ---Y - = - - - - Yes _ - _ ._*#i-¥9!ligt¢ire!igion_type -----.--yaristor, 2 foreach.charfel _...____ . Varistoaforeachchannel This inverter has all the usual Aurora benefits, including dual input · * PrestarE@msoanddyninic-GF-bi Pre stan-Op Riiband dynamic GfbiPV Anay Ground Fault Detection2 , (Requires Floating Arrays)(Requires Floating Arrays)section to process two strings with independent MPPT, high speed : foutput - -- - -- i and precise MPPT algorithm for real-time power tracking and 44 +Anti-Islanding Protection Meets UL 1 741/IEE1547 requirements Meets UL 1741/IEE1547 requirements energy harvesting, as well as transformerless operation for high Over-Voltage Protection Type Varistor, 2 (6 -6/1,-G)Varistor, 2 (6 -6/1,-G) Maximum AC OCPD Rating 'A 35 | 30 | 25 40 1 35 | 30performance efficiencies of up to 97.1%.Im. i.illizi:,ilne:/11.....|Emciebry Maximum Efficiency - ------- --1 - - -- - '---6 --[--*3---r---gg.5--- --96- - <-*965 ----96.5 --CEC EfficiencyThe wide input voltage range makes the inverter suitable to low ..[Operating Performance power installations with reduced string size. This outdoor inverter 0 Stand-by€EFumptjgn ___ _ ..WRAG 1 <8 <8 has been designed as a completely sealed unit to withstand the Nlititime cori;Jmption f WIS ! <0.6 <0.6 - ICommunicationharshest environmental conditions.User-Interface - ; 16 characters x 2 lines LCD dhplay Remote Monitoring (1 *RS485 ind.) AURORA-UNIVERSAL (opt.) Wired Local Monitoring (1 *RS485 ind.) - PVI-USB-RS485_232 (opt.), PVI-DESKTOP (opt.) Wi@Qi Gcal M--nitoring , : PVI-DESKTOP (opt.) with PVI-RADIOMODULE (opt.) [Environmental 5wkh I. 4*6, 8- . . • 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 underany environmental conditions • RS-485 communication interface (forconnection to laptop ordatalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Relative Humidity Acou Mic Noise Emission Level Maximum Operating Altitude without Derating [Mechanical Specifcations Enclosure rating ; Cooling Dimensions (HIWID) i Weight Ii*h@!19*69¥-- -21 - -____. Mounting System Conduit Connections i DC Switch Rating-(Per Contact) 1 1 Safety Isolation Level Safety and EMC Standard Safety Approval , 1Warrantv 5tandard Warranty Extended Warranty 1Available Models Standard - With DC Switch - Floating Array 1 'All data h subject to change without notice ••Inverte, can apply that much ament - Breake, 411 open cF TC)-13 to +140{-25 to-+60) °F {°C)-40 to 176 HO to +80) %RH R100 condensing db (A) @1 m I _ <50 ft(m) ;6560 (2000) NEMA 4X Natural Convection iNiaR)- -7 - *41 4 x 12.8 *E Ib (kg) 1 <78 (35.41 < 59.5 (27.0) Ib (kg) Wall bracket Trade Size Kos: (2ea x 1/21 and (2ea x 1-1/4; 3 places side, front rear) N\I ·25/600 1 Transformerless (Floating Array) UL 1741, CSA - (22.2 N. 107.1-01 1 'CSAU; years I 10 years i 15&20 PVI-5000-OUTD-US -13 to +140 (-25 to +60) with deratinq above 122 (50) -40 to 176 MO to +80) A100 condensing < 50 6560 (2000) 1 NEMA 4X Natural Convection I.6 (1052 x 325 x 218) < 0.5 (27.0) < 78 (35A) Wall bracket Trade Size Kos: (Zea x 1/27 and (2eax 1-1/4'; 3 places side, front rear) 25/600 1 Transformerless (Floating Array) UL 1741,CSA -C22.2 N. 107.1-01 ,CSAus 1 10 15&20 1- .._._--ey!zEER's[TE!§__- _ 'AURORA UNO - 1- 4 <9 9 r 11 ar- a m m -_M 11 1 Z1 - .-- CSA Group Certificate of Compliance Certificate:1841082 Master Contract:173688 a Project:2550432 Date Issued:August 20,20] 2 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. Brid Agga,nuat Issued by: Brij Aggarwal, P.Eng. 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 PVI-6000-OUTD-US, PVI-6000-OUTD-US-W and PVI-5000-OUTD-US, t- permanently connected. Notes: NI 1. All above models in this series may include expansion board with wireless antennae option and will be a identified with model designation including "-Z" suffix at the end. 2. For details related to rating, size, configuration, etc. reference should be made to the CSA Certification Record, Annex A of the Certificate of Compliance, or the Descriptive Report. DQD 507 Rei: 2012-05-22 Page: 1 Mono Multi Solutions TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 941mm TSAA =PA05.18 ..... \EZL"NG 1100 1 THE TRINAMOUNT MODULE JUNCIION -12 NWEIATE 3- Peak Power Walls-P- (wpl 240 245 250 255 260 Power Output Tolerance-PMAX (94 0/+3 0/+3 0/+3 0/+3 0/+3 Maximum Power Voltage-V.p (V)29.7 30.2 30.3 30.5 30.7 Maximum Power Current-1- (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 Temperoture 25°C, Air Mo5s AMI.5 according to EN 60904-3. Average efficiency reduction of 4.5% 01200 W/rn' according to EN 60904-1. - 1 i 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 POWER OUTPUT RANGE 15.9% MAXIMUM EFFICIENCY 0 POWER OUTPUT GUARANTEE As a 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 as a strong. bonkable partner. We are 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.trinasolar.com Triniasolar Smart Energy Together TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA@STC 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 oll major global markets · Field proven performance Highly reliable due to stringent quality control • Over 30 in-house tests (UV, TC, HE and many more) • In-house testing goes well beyong certification requirements Certified to withstand challenging environmental conditions 130 km/hr wind load (2400 Pa) 900 kg snow load per module (5400 Pa) LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty :100% CL 6 Additional value from Trina Solar s linear warranty; 90% : 0 80% - Years 5 10 15 20 25 ¤ Industrystandard Trina Solar I- 60.3 Gl"UNDING .0.E 11 . ' U CRAIN HOU P 9 812mm MO Back View 1-114 Lric 8 I-V CURVES OF PV MODULE TSM-245 PA05.18 10.00 9.00 -100 OW/r,12 ---- - - - - 8.00 h 800W/mi 7.GO . -3\4 6.0 60OR/m' * 5.00 - 5 4.m 1008'/ni' 0 3.m 2.® 20OW/m' 1.co 0.. 0.00 10.c:o 20(:0 30.00 do. 00 Volloge(V) CERTIFICATION I KN' GUTR C -US 0 a Cus PV CYCLE lISTED hj/ Trinasolar Smart Energy Together Maximum Power-P.ix (Wp)174 178 181 184 188 . Maximum Power Vollage-Vw (V)26.6 26.8 27.0 27.2 27.4 Maximum Power Current-Inp (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 ¥T IT Short Circuit Current (A)-Isc {Al 7.04 7.10 7.25 7.31 7.37 NOCT: Irrodionce at 800 W/m'. Ambient Temperature 20°C. Wind Speed linh. MECHANICAL DATA Solar cells Mullicrystalline 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) 2 Weight 18.6 kg (41.0 lbs) Glass High transparency solar glass 3.2 mm (0.13 inches) ( Backsheel White Frame Black Anodized Aluminium Alloy with Trinamount Groove - J-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 (*2°CJ Operational Temperature -40-+85°C Temperature (NOCT) ·- 1000V DC(IEC)/ Temperature coemcient of p.ax - 0.433%/°c ' Cm System 600V DCIUL) Temperature Coefficient of Voc -0.32%/°C Mox Series Fuse Rating 15A r -- 9 l Temperature Coefficient of Isc 0.047%/°C j E--- -- - - - - - - - WARRANTY 10 year Product Workmanship Warranly [ 25 year LineorPower WJrraiity 1 1 (Please refer lo product warranty for detail,1 PACKAGING CONFIGURATION Modules per box: 24 pieces ' Moules per 40' COniner-67224&5 CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. © 2013 Trino Solar Limited. All rights reserved. Specifications included in this datisheet ore subject to change without notice. COMP.43 TBM_Us_June_2013_Rev B 11 .< -1 W . ..4 ' 1, 1 *<t» -- 25 ck f O l/f-- O- Ut /1