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SCOREBOARD 29506_16-00001556 Solar Panels
CITTY 6E LADE rj29LSIhL0P-,E BUILDING & SAFETY DRTAM EXTP EMF TM 130 South Main Street Lake Elsinore Ca. 92530 PERMIT PERMIT NO: 16-00001556 DATE : 6/15/16 JOB ADDRESS . . . . . 29506 SCOREBOARD LT 18 DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR MERITAGE HOMES SOLARCITY CORP . 1250 CORONA POINTE 210 3055 CLEARVIEW WAY CORONA CA 92879 SAN MATEO, CA 94402 951-547-8330 650-638-1028 LIC EXP 0/00/00 A. P. # . . . . . 371-300-018 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . , FIRE SPRNKLR VALUATION . . . 17, 000 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 15 . 00 X 12 . 5000 VALUATION — 187 . 50 _ ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 250 . 50 . 00 250 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES u-) It � n PROF.DEV. FEE 2 TRADES 10 . 00 Z .:0 T� m 0 . z , r r o � r II � "u z d -c PLAN RETENTION FEE 2 . 07 m .;0 , 2 .; 7,; ,q SEISMIC GROUP R 2 . 21 ;0u 2 .Zf' 2 PLAN CHECK FEES 187 . 88 187 .:88 m3 + m 1 70 r. rn TOTAL 4 9 8 . 91 18 7 .18 83 1 . -y �i n r I 4• + r cn It rt r f Rti —1 W SJI II •..• w ►. SPECIAL NOTES & CONDITIONS ' ' � ii ell ' o RESIDENTIAL ROOF MOUNT 36 ROOFTOP SOLAR C. (Anm PANELS, 2 INVERTERS, 9 . 54KW m It I rt W jj f 1 Ci tl lfi r I � *J • I I ,Cj} li tG I I II +U • r h5 ha i t City of Lake Elsinore Please read and initial Building Safety Division �_I.I am Licensed under the provisions of Business and professional Code Section 7000 et scq.and my license is in full force. Post in conspicuous place 2.I,as owner of the propeny,or my employees Wwages as their sole compensation will do the work oil t Ill'j o b and the structure is not intended or offered for sale. 3.[,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: AT4.I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: 5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO l Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO] jUnderground Water Pipe SSO 1 Rough Septic System S WOl On Site Sewer BP05 Floor Joists BP06 lFioor Sheathing BP07 IRoof Framing BP08 Roof Sheathing BPO9 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar MEO 1 I Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BPl O Framing&Flashing BP 12 Insulation BP 13 Drywall Nailing BPI I Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical ME99 *Final Nfechaoical BP99 *Final Building *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO 1 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building behig released b the Cit SP03 Poo?Steel Rein./Forts Date Inspect r SP04 Pool Phnb./Pr(-esure Tcst Fire SP05 Prc-Gunitc Approval I,7VMWI) SP06 Rough Pool Electric _ Finance SP07 Pool Fence/Gates/Alarms Engineering SP08 Prc-Plaster Approval TUMF SP99 Final Pool/Spa ,�� Planning/Landscape r CITY OF LAKE ; LSIJC�KE D R E A NA EXT R F_ M E ,M 130 South Main Street APPLICATION FOR AFPLI A ION NO. �--�-yr`�,'' BUILDING PERMIT APPLICATIO RECE ✓DD DATE OLO VALUATION CALCULATIONS BUILDINr P,BDRESS f�C-lJ 9st FLOOR SF C� La TRACT BLOMPA E LOT/PARCEL 2nd FLOOR SF 3rd FLOOR SF O NAME eI'1(-��T `[— - W MAILING PHONE GARAGE SF N ADDRESS C`S Ov E I�TY ��p STATE/�IPA , STORAGE SF R u� I hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in fa f rce an effect. OTHER: SF O LICENSE# ��C CITY BUSINESS N AND CLASS ClQ TAX# f T NAME f, Ic VALUATION: f 7��• 6 _ RA MAILING C ADDRESS � jLl i �I�S�JrC:C�-ICr��• y FEES TO I cut STAT ZIP a O `i'.J -3gf3 BUILDING PERMIT $ R CONT OR' ATU ' DATE �] aLo V PLAN CHECK 1 . U NAME LICENSE# A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY STATEIZIP PHONE PLAN RETENTION ❑ NEW OCC GRP.! CONST. ❑ ADDITION DIVISION: TYPE: ❑ ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES- BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑ APARTMENTS certify that I have read this application and state that the ❑ CONDOMINIUM HAZARQ r _, i �y -7 ,LE�j to I1 --4 C ;U CT r m -0 r M W ScE � ii mm ` � ~-t above information is correct-i agree to comply with all city ❑ TOWN HOMES AREA . , m �. # and county ordinances and state laws refating to building ❑ COMMERCIAL SPRIN EkS�� ,-� ; ., " 1+D II •• •• a] on N n ll CDconstruction,and hereby authorize representatives of this ❑ INDUSTRIAL REQU&IIA" '1 C� r < C-) m m c}ty to enter upon the above-mentioned property for nsp- ❑ REPAIR PROPOSED USE ORB i u Q I, tion purposes. ❑ DEMOLISH PRESENT USE OF Dom: ny m n 11 ---1 �' T O M JOB DESCRIPTION + -m� � " � rm- ----4lco It 1 aw z Signature of cantor ent Dale lGl� ° o m �- f, Ln it a Agent for (S(('contractor ❑ owner Agents Name 11..�+— ' ' °C' ' it co it Agents AddressI455W 11 (-n ._� � Ca , �,, c*• i ii 3 Street Citity State �] Zip ' t Version#58.7-TBD �S lar�i WS .cilA O ty a m June 3, 2016 RE: CERTIFICATION LETTER Project/Job #92510017 OQpOFESS1pN� Project Address: Blair Residence a�CA• �� G NENG. F C f29506 SeerHeafd- b� ��� ���Gycm T Ey nrV 1 5 LAK 81774 AH] Lake Elsinore * ` SC Office MurrDUILDING ®I V,I ISi � Design Criteria: 1 T�jFOFCA'_%f `�\P Applicable Codes = 2013 CBC, ASCE 7-10, and 2012 NDS EXP: 03/31/2018 Risk Category = II i Wind Speed = 110 mph, Exposur9oy C I Ground/Roof Snow Load = 0 psf P� I :�I ` g MPI: Roof DL = 14 psf, Roof LL= 20 psf - MP2: Roof DL = 14 psf, Roof LL= 20 psf M P3: Roof DL = 14 psf, Roof LL= 20 psf AFill _]YaSR1 LJlj 1 � Per Section 1613.1, W-(PV)/W,(exist roof) = 5.5%, Increase Seismic Shear Load < 10%,-> [OK] To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/doh submitted for approval. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Al 05500.AF A-8937.AZ ROC 2437711ROC 245450.CA C50 80010c,CO EC8041,CT WC 663sMELC 0125305.DC•110514000080JECC902565.OE 2OT1120386/Tt-6032.R EC13006226•HI CT-2977O.a 15-0052.MA HIC t66672J EL-1136MR.MD HIC 128948/1ZO5,NC 108011J.NH 0347C/12523M,NJ NJHIC*ISVH061606O0/34ED01752700,NM EE98-37'S90,W NV20121135172/C2-00786?9/82-D079719.CH EL MO?.OR C5XO190/C562,FA HICPA01734S,RI AC004714IR eg 3B50•TA TECL27006.UT 87269SO-SS01.VA ELE2705153278.Vt EM-05829.VJA SOLAPC'9190V4OLARC'905P7,AfWr.,411.Cre,n•A-406.Naaaau H2409710000,Putnam PC6041.R4 Wbnd N-11064a0-00-00.Suffolk 52057-H.Waa1cne11aWC-26088-H13.0 YC A2001384-OCA SCE7JyC.N Y.0 Llc•m oetrlc4an-012610.0004485.155 Vlate,SL 601 H.ONt10.8roenyn.NY1120i•20U9"-DCA_AA I—pr.Ad+ by SoJ"UvFlnanea Company.LLC CA Flna Lander,LIcw1,4 60S4206 SoluCity FlrunceC9mparry.LLC4Ile—.aw91e late Ronk Commlaalenar r9 onpee in L.4n InD".w.aWHIlunaenwnlaar 039422.NO Co-Loon Ucenan 224L tJV In,tallmant Loan d-nca IL1102 3 1 1010 24.PI Lleonled L-der•2015310SLL.TX ReeJllerad Credilor 14e0050963-202404.VT Linda Lie—16166 \boo v Version *58.7-TBD � SolarCit WS HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 72" 24" 52" 24" -Not-Staggered 50.0% MP2 72" 24" 52" 24" Not-Staggered 50.0% MP3 72" 24" 52" 241' Not-Staggered 50.0% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 48" 20" 52" 24" Not-Staggered 33.4% MP2 48" 20" 52" 24" Not-Staggered 33.4% MP3 48" 20" 52" 24" Not-Staggered 33.4% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Pre-Fab Truss @ 24 in.O.C. 170 Member Impact Check OK MP2 Pre-Fab Truss @ 24 in.O.C. 170 Member Impact Check OK MP3 Pre-Fab Truss @ 24 in.O.C. 170 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The exisbrig.gravity and lateral load carrying members were evaluated in accordance with the I8C and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL05Wr).A.R M-0937.AZ KOC 24311VROC 245460,CA CSL8 688104.CO EC8041.Cf HIC 0632T78/ELc 0725305.DC at05140000801ECC402505.CE MM20386/T7-6032.FL EC13006226.NI CT-24170.1L T5-M52.MA MIC 16857y Et-1136MR,1.10 WIC 128449/1�05.MC 30801-U,NH 0341G/1?523td.NJ PFJHICp 13VH06160 6 0 0/3 4Eem73°JTA.N M EEve-3i�540.NV NV2012n35174/C2-0070640/02-pOM714,ON EL.n707.OR C8180199/C562,PA HICPA077343,RI ACO0411a lR.'e 3834.TX TECL?7006.UT 0 7 264 50-55 01.VA ELE2 70 5153 278,lI EM-M829-VIA 50LARC'9170L-ULARC-405P7.Albany 43e.Crean A-486.Nassau H24)0710000.Putnam PC6041.RocHand H-11864-4"0-00.SWfolt, 52057-H,Wemcnetty V!C-?6088-H73.N Y.0 i12001384-OCA SCENYC:M Y C Licen:ad 5lactrielan,012610,0004.t85.158 Water$6th Fl..Unit X0 8roodvn.NY t1201 720IN66-DCA All loons pro+ldad tj SolarCity Finance Compa y.UC, CA Finance lenders Lic:is 6,4796 SolarClty Finance Company.LLCTs ITcensed"a+e04IA r.5 tat.8sak Cmnminianar to an8lgr In twNnaq In Delaware under llcensao"mber 019422,61D Consumer Loan Ucense2?6LNV Installment Loan LI-o ILIJ0231 I1.11024,RI Llcnsed Lander Y201531031L,TX Retistered Creditor 1400050963-202404.VT Lerida Lle-nsa 0066 SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS Seismic Design Code _- _ _ _ _____. _ _ ASCE 7-10 Latitude_ 33.6515 Longitude _ - -- - - - - 117.2967 _ - --- -- -- SRA at Short Period S5 _ 2.027 USGS SRA at is Period SI - _ 0.761 USGS Soil.Site Class_. _ D _ — _ _IBC_1613.5.2 Seismic Desi n Category SDC E USGS Seismic Check Required(Ss>_ Yes IBC 1613.1 0.4q&SDC>_ D)? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area I Dead Load Weight PV System Weight 631 sf 3 psf 1 1,892 Its Total Weight of PV System W{vv� 1,892 ibs Weight of Roof on Existing Building Sum Area of MPs with PV 1384 sf Portion of Roof Weight Area Dead Load Weight Roof 1 384 sf 14.0 psf 19,370 Ibs Ceiling 1,384 sf 5.0 psf 6,918 Its Interior Walls(Top Half) 595 sf 5.0 psf 2,976 Ibs Exterior Walls(Top Ha 595 sf 8.5 psf 5,059 Ibs Net Weight of Roof Under PV W(exist) I 1 1 34,322 Ibs Check% Increase of Roof Weight / Seismic Shear Load Increase of DCR of Lateral W W 5.5% IBC Sect. 3404.4 Force ResistingSystem �rv�� �ex�� Increase Seismic Shear Load < 10% -> [OK] Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSTS - LUADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 1.49 ft Actual W 1.50" Roof System Properties Span 1 6.55 ft Actual D 3.50" Number of Spans(wl o Overhan 2 San 2 5.45 ft Nominal Yes Roofing Material Flat Tile Roof Span 3 A 5.25 in.^2 Re-Roof No San 4 SX 3.06 in.^3 Plywood Sheathing Yes Span S I 5.36 in.-4 Board Sheathing None Total Rake Span 14.11 ft TL Defl'n Limit 120 Vaulter Ceilin ___ No PV 1 Start 2.08 ft Wood Species DF Ceilinq Finish 1/2"Gypsum Board PV 1 End 10.83 ft Wood Grade #2 Rafter Slope 170 PV 2 Start F4 900 psi Rafter Spacing 24"O.C. PV 2 End F 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End E„t;n 580000 psi Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.6 psf 14.6 psf PV Dead Load PV-DL 9.0 Psf x 1.05 9.4 Psf Roof Live Load RILL 20.0 psf x 1.00 20.0 psf Live/Snow Load j LL/SLR Total Load (Governing LC TL 1 1 14.6 psf 1 24.1 psf Notes: 1. ps =Cs*pf; Cs-roof, Cs -pv per ASCE 7(Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9, Ct=1.1,IS=1,0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.96 1.5 1.15 Member Analysis Results Summary Goverinin2 Analysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check -1195 Psi -776 psi 0.65 Pass CALCULATION OF DESIGN WIND LOADS__MP1 Mounting Plane Information Roofin Material Fiat Tile Roof Roof Slope 170 Rafter Spacing 24"O.C. Framing_Type/ Direction _ Y-Y Rafters PV System Type v SolaEgy SleekMount- Z_ep System Type ZS Span Standoff Attachment Hardware Mighty Hook HDG FT Tile Reveal 13 Tile Attachment System _ SM Span Wind Design Criteria Wind Design Code _ T ASCE 7-10 Wind Design Method -_ Partially/Fully Enclosed Method _____ Basic Wind Speed V 110 mph _ _ v Fig. 26.5-1A Exposure Category _ C _ _ - Section 26.7 _ Roof Style Gable Roof Fig.30.4-2A/B/C-SA/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ _ _ 0.95 Table 30.3-1 Topographic Factor Kt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U G (U -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down Down 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p= qh (GCp) Equation 30.4-1 Wind Pressure U -21.8 psf Wind Pressure Down 16.0 Psf ALLOWABLESTANDOFF SPACINGS_ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 52" Max Allowable Cantilever Landscape 24" 24" Standoff Configuration Landscape Not-Staggered Max.Stando_ff Tributary Area Trib 26 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -295 lbs 590 Ib5 Uplift Capacity of Standoff T-allow Standoff Demand Ca DCR 50.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 52" Max Allowable Cantilever Portrait 20" 24" Standoff Confi uration Portrait Not-Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift•at Standoff T-actual 197 lbs Uplift Capacity.of Standoff T-allow 590 Ibs Standoff Demand/Capadty I DCR 33.4% 'STRUCTURE ANALYSIS - LdADiNG SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.49 ft Actual W 1.50"' Roof System Properties Span 1 4.75 ft Actual D 3.50" Number of Spans w/o Overhang) 3 Span 2 4.76 ft Nominal Yes Roofing Material Flat Tile Roof Span 3 1.75 ft A 5.25 in.A2 Re-Roof _ No San 4 S. 3.06 in.A3 ptywood Sheathing � i � Yes Span 5 I 5.36 in.^4 Board Sheathing None Total Rake Span 13.33 ft TL DefTn Limit 120 Vaulted Ceiling No PV 1 Start 1.25 ft Wood Species DF Ceilina Finish 1/2"Gypsum Board PV 1 End 10.08 ft Wood Grade #2 Rafter Slope 170 PV 2 Start F 900 psi Rafter Spacing 24'' O.C. PV 2 End F 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Sot Lat Bracing At Supports PV 3 End Emi„ 580000 psi Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.6 psf 14.6 psf PV Dead Load PV-DL 9.0 psf x 1.05 9.4 pst Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLR Total Load (Governing LC TL 1 1 14.6 psf 1 24.1 sf Notes: 1, ps=Cs'pf; Cs-roof, Cs -pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ci)(15)p9; Ce=0.9, Ct=1.1, Is=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CIF Cr D 0.9 1.00 0,98 1.5 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check -624 psi -434 psi 0.69 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Pane Information Roofing Material Flat Tile Roof Roof Slope _W —_ 170 Rafter Spacing 24"O.C. Framing Type/ Direction - - _ Y-Y Rafters - --- — - - - PV System Type _ T SoWEEAY SleekMaunt•" Z_ep System Type - __ ZS Span Standoff Attachment Hardware Mighty Hook HDG FT Tile Reveal 13 Tile Attachment System - _ - -- - -- SM Span —� - Wind Design Criteria Wind Design Code _ _ ASCE 7-10 Wind Design Method - __ _----- - --__ - -Partially/Fully Enclosed Method - Basic Wind Speed i V ff 110 mph - - Fig. 26.5-1A Exposure Category _—--- _ _ --- .- _ A�_ C ,-- -- -- - Section 26.7 Roof Style _ Gable Roof _ _ Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ = __ 0.95 T Table 30.3-1 Topographic Factor K� 1.00 Section 26.8 Wind Directionality Factor Kd — 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V112) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC U -0.88 Fig.30.4-2A/B/C-SA/0 Ext Pressure Coefficient Down GC Down 0.45 Fig.30.4-2A/B/C-5AIB Design Wind Pressure p p= qh(GCp) Equation 30.4-1 Wind Pressure U -21.8 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS, _ __ _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" _ 52" Max Allowable Cantflever _ Landscape 24" 24" Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area Trib 26 sf _,— PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift_at Standoff T-actual -295 Ibs —_ Uplift Capacity of Standoff _ T-allow _� 590 Ibs Standoff Demand Ca DCR 50.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" _ 52" Max Allowable Cantilever Portraft 20" 24" Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV _ 3.0 psf Net Wind_Uplift.at Standoff T-actual — -197 lbs Uplift Capacity of Standoff T-allow 590 Ibs Standoff Demand/Capacity DCR 33.4% ',STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.49 ft Actual W 1.50" Roof System Properties Span 1 4.71 ft Actual D 3.50-" Number of Spans(w/o Overhan 2 Span 2_ 5.42 ft Nominal Yes Roofing Material Flat Tile Roof Span 3 A 5.25 in.^2 Re-Roof No San 4 Sx 3.06 in.^3 Plywood Sheathing Yes Span 5 I 5.36 in.^4 Board Sheathing None Total Rake Span 12.15 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood Species DF Ceilinq Finish 112"Gypsum Board PV 1 End 8.08 ft Wood Grade #2 Rafter Slope 170 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Em;n 580000 psi Member Loading Summary Roof Pitch 4 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0_psf x 1.05 14.6 f 14.6 f PV Dead Load PV-DL 9.0 x 1.05 i 9.4 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLR Total Load Govemin LC 7L 1 1 14.6 psf 1 24.1 psf Notes: 1, ps =Cs*pf; Cs-roof,Cs-pv per ASCE 7 [Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)p9; Ce=0.9, Ct=1,1, Is=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+= CL - 1 CF Cr D 0.9 1.00 1 0.97 1 1.5 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand I Net Im act Result Gravity Loading Check -835 psi 634 psi 0.76 Pass �CALCULATION_OF DESIGN WIND LOADS,- MP3 Mounting Plane Information Roof Material Rat Tile Roof Roof Slope 170 Rafter Spacing — 24"O.C. Framing Type/ Direction_ _ _ _ __ Y-Y Rafters _ PV System Type — — — _ Sofa C SleekMountTM Zep System Type ZS Span Standoff Attachment Hardware Mighty Hook HDG FT Tile Reveal _ _ 13 Tile Attachment System _ SM Span Wind Design Criteria Wind Design Code _ --- ---- _ — ASCE 7-10 Wind Design ftthod__ __ Part!ally/Ful!y Enclosed Method Basic Wind Speed _ V T-- 110 mph Fig. 26.5-1A Exposure Category_ ____ _ i _ --— C _ Section 26.7 - Roof Style Gable Roof Fig.30.4-2A/B/C-SA/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ--- _ 0.95 _ Table 30.3-1 Topographic Factor _ _ !Ctt _ 1.00 Section 26.8 Wind Directionality Factor _ Kd 0.85 _ Section 26.6-1 Importance Factor I—� NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U G U -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down Down 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p= qh (GCp) Equation 30,4-1 Wind Pressure U -21.8 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS_ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 52" Max Allowable Cantilever Landscape 24" 24" Standoff Configuration Landscape Not-Staggered Max Standoff Tributa_ry_Area Trib 26 sf _ PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -295 Ibs Uprft Capacity of Standoff _ T-allow 590 Ibs Standoff mand/Capacity DCR 50.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 52" Max Allowable Cantilever _ _ Portrait 20" 24" _ Standoff Confi uration Portrait Not-Staggered Max Standoff Tribpta_ry Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Up!!ft at Standoff T-actual -197 Ibs _ Uplift Capacity. of Standoff T-allow 590 Ibs Standoff Dernand/U22dty DCR 33.4% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A ALL EXPOSED CONDUIT WILL BE PAINTED TO AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. MATCH HOUSE. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING ALL LABELS WILL BE MADE FROM REFLECTIVE DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN MATERIAL. EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING SMOKE AND CARBON MONOXIDE DETECTORS TO BE EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, INSTALLED PER CRC R314 AND R315. FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. A LADDER SHALL BE SET UP AND READY FOR THE CITY OF LAKE E L S i N 0 R E GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE INSPECTION. GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY BUILDING ��.!! I L D I j��G D 14\ �\/ I S I O N HOG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 V I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR (� ��ji �'� ,� j� kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC R V / LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). /" Gam/ MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN YY// (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NTSNEUT NOT TOLSCALE 9. APP LISMODULE FRAMES SHALL BE GROUNDED AT THE RO lr OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT � � � � • �% PV2 SITE PLAN ' PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LINE LICENSE GENERAL NOTES PV7 COREE UTILITY SITEGRAM PLAN CA # 888104 1. ALL WORK TO BE DONE TO THE 2013 - Cutsheets Attached C-10 CALIFORNIA BUILDING CODE, 2013 CALIFORNIA PLUMBING CODE, AND THE 2013 CALIFORNIA }� Ben Liu RESIDENTIAL CODE. 2 ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY MODULE GROUNDING METHOD: ZEP SOLAR THE 2013 CALIFORNIA ELECTRIC CODE. AHJ: Lake Elsinore REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: Southern California Edison CON J B-9 2 510 017 00 PREMISE OWNER: DESCRIPTION: DEIGCONFIDENTIAL — THE INFORMATION HEREIN NUMBER:J08 � CONTAINED SHALL NOT BE USED FOR THE JENNIFER BLAIR P1'� Jennifer Blair RESIDENCE Gorren Lewis ``} BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM'. 29506 �� �LOQ"�`O 9.54 KW PV ARRAY 04,Sofar 1 y. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs: LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clem-view Way THE SALE AND USE OF THE RESPECTIVE (36) SolarCity # SC265 PAGE NAME: SHEET: REV: DATE: San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. PV 1 6/3/2016 (888)—SOL—CITY(765-2489)www.solorcity.c= Multiple Inverters COVER SHEET Ben Liu PITCH: 17 ARRAY PITCH:17 �- o MP1 AZIMUTH: 161 ARRAY AZIMUTH: 161 U MATERIAL: Flat Cement Tile STORY: 2 Stories PITCH: 17 ARRAY PITCH:17 MP2 AZIMUTH:71 ARRAY AZIMUTH:71 MATERIAL: Flat Cement Tile STORY: 2 Stories C PITCH: 17 ARRAY PITCH:17 MP3 AZIMUTH:341 ARRAY AZIMUTH: 341 MATERIAL: Flat Cement Tile STORY: 2 Stories o Q?,OFESSj m �Q��G F1ENG��F 2 V) m U- O / M // 81774 Front Of House / grFOFCA1.\F / 0 0 — 1MeL- 3, FSB — — / EXP: 03/31/2018 I ° o ° ° ° ° LEGEND I wl ° I (E) UTILITY METER & WARNING LABEL T I I V)I o 0 o I I� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS a © DC DISCONNECT & WARNING LABELS A � © AC DISCONNECT & WARNING LABELS wl o CTnI DC JUNCTION/COMBINER BOX & LABELS o W DISTRIBUTION PANEL & LABELS U (E) DRIVEWAY co i �� LOAD CENTER & WARNING LABELS 0 Ln B O DEDICATED PV SYSTEM METER C STANDOFF LOCATIONS — — — — — CONDUIT RUN ON EXTERIOR 3� FSB CONDUIT RUN ON INTERIOR — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED Inv Inv O t- 1 INTERIOR EQUIPMENT IS DASHED L 'J TOTAL ARRAY AREA (SF): 644 SITE PLAN w TOTAL ROOF AREA (SF): 2407 Scale: 1/8" = 1' 0 1' 8' 16' f TOTAL ARRAY AREA IS a 26.74 S PERCENT OF TOTAL ROOF AREA CONFIDENTIAL - THE INFORMATION HEREIN J08 NINIBER PREMISE OWNER DESCRIPTION. DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-92510017 00 i ■ JENNIFER BLAIR Jennifer Blair RESIDENCE Garren Lewis �_ } BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 29506 �D2�bOCl S Solar i `y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 9.54 KW PV ARRAY ►i� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION. EXCEPT IN CONNECTION WITH MODULES: LAKE ELSINORE, CA 92530 305 THE SALE AND USE OF THE RESPECTIVE (36) SolarCity # SC265 Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Son Mateo,CA■94402 PERMISSION OF SOLARCITY INC. FM TER- T:(650) 638-1028 F:(650)638-1029 lti le Inverters SITE PLAN PV 2 6/3/2016 (8m)-SOL-OTY(765-2489) ■.■.eolorcitr_can Bi5n,Li0 51 ,, S 1 ( ,t (E) 2x4 E) 2x4 —6 4'-9" —9" —6 '-7" 5'-5" (E) LBW (E) LBW A SIDE VIEW OF MP1 NTS B SIDE VIEW OF MPZ NITS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" 52" 24" LANDSCAPE 72" 24" 52" 24" PORTRAIT 48" 20" 52" 24" PORTRAIT 48" 20" 52" 24" ROOF AZI 71 PITCH 17 TOP CHORD 2x4 @ 24" OC STORIES: 2 TOP CHORD 2X4 @ 24" OC ROOF AZI 161 PITCH 17 STORIES: 2 ARRAY AZI 71 PITCH 17 ARRAY AZI 161 PITCH 17 BOT CHORD 2x4 @24"OC Flat Cement Tile BOT CHORD 2x4 @24" OC Flat Cement Tile QRpFEssroN "ENG��R 2 y �O tiG i ui C$1774 i INSTALLATION ORDER * ZEP SPANNER BAR LOCATE RAFTER, MARK RAFTER S1 �`p (6) LOCATION, AND REMOVE TILE. `S'T9T�oECA41�0� (1) PLACE STANDOFF BASE & DRILL PILOT HOLES AT THE RAFTER (E) 2x4 IXP: 03/31/2018 _ LOCATION, " DIA BOLT & NUT (�) (2) (7) (3) 2) CLEAN PAPER AROUND PILOT ZEP SPANNER HOLE. —6 4'-9" 5'-5" BAR CLAMP 3) ADJUST STANDOFF TO BATTEN (E) LBW STANDOFF „ „ „ „ HEIGHT. SIDE VIEW OF MP3 NTS (E) TILE V (4)OFSEAL WITH POLYUROETHOANE C (E) ROOF DECKING (5) (4) SEALANT. MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 5/16" DIA STAINLESS 5) LAG STANDOFF INTO RAFTER. LANDSCAPE 72" 24" 52" 24" STEEL LAG BOLT PORTRAIT 48" 20" 52" 24" - (2-1/2" EMBED, MIN) LOWEST MODULE SUBSEQUENT MODULES NOTCH TILE WEATHERING TO FIT ROOF AZI 341 PITCH 17 E RAFTER 6 AROUND STANDOFF. TOP CHORD 2x4 @ 24' OC ARRAY AZI 341 PITCH 17 STORIES: 2 ( ) STANDOFF BOT CHORD 2x4 @24"OC Flat Cement Tile S 1 7) REINSTALL TILE. Scale: 1 1/2 = 1' CONFIDENTIAL - THE INFORMATION HEREIN I08 NUMBER PRErsE OWAR DESCRIPTION: DESIGN: JB-92510017 00 BENEFIT O SHAD,NOT E USED FOR THE JENNIFER BLAIR pj Jennifer Blair RESIDENCE Garren Lewis So�a�Ci}„ BENEFIT,OF ANYONE EXCEPT SOLARgTY INC., MOUNTTNG SYSTT3R NOR SHALL IT BE DISCLOSED IN MOLE OR IN ZEP Might Hook 29506 �okLOO tL 9.54 KW PV ARRAY 0h' PART TO OTHERS CEOUTSIDE IN THE RECIPIENTS MODUIrA LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (36) SolarCity # SC265 3055 aea%ofev way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME; SHEET: REY. DATE; Sm Mate% CA 94402 PERMISSION OF soLARaTY INC. Multi le Inverters STRUCTURAL VIEWS PV 3 6/3/2016 dam)-sa-arr,765 2489y�wlardty om Ben Liu UPLIFT CALCULATIONS ' U SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL- THE INFORMATION HEREIN PREMISE OWNER: DESCRIPTION: DESGN: qBNUYBETt JB-92510017 00 �., CONTAINED SHALL NOT BE USED FOR THE JENNIFER BLAIR f Jennifer Blair RESIDENCE Gorren Lewis • BENEFIT OF ANYONE EXCEPT SOLARCLE INC.. MOUNTING SYSTEM: �a e �Gl SolarC�ty. NOR SHALL IT BE DISCLOSED IN MMOLE OR IN ZEP Mighty Hook 29506 9.54 KIN PV ARRAY 'i� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, MODULES: LAKE ELSINORE, CA ORGANIZATION, EXCEPTCEPr IN CONNECTION TI NTH92530 SOLARCITY ECUIPMENT, NTTHOUT THE WRITTEN THE SALE AND USE OF THE RESPECTIVE (36) SolarCity # SC265 3055 aeaMer PAGE NAPE SHEET: REM- DAZE San#latex, CA 9Woy PERMISSION of SDLARCITY INC. Multiple Inverters UPLIFT CALCULATIONS PV 4 6/3/2016 (asej sa an(76s-2�)mm.Worl«�iy.axm GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:SC3042M20OPF Inv 1; DC Ungrounded INV 1 -(1)ABBr PH-3.0-OUTD-S-US-Z-A �,qg�L: A -06)SolarCity I SC265 CA # 888104 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:SCE 22201 4-061 385 Inv 2: DC Ungrounded Fel inverter,, Zigbee 3DDOW, 24OV,96� PV Module: 265W, 238.2W PTC, 40MM, 81k Frm, H4, ZEP, 1000V C-10 Underground Service Entrance Ben Liu q INV 2 -(1)ABB ;PM-4.2-OUTD-S-US-Z-A I�EL: B � FCI Inverter, Zigbee 42DOW, 24OV. 9 Voc: 38.3 Vpmax: 31F&r-, INV 3 Ise AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! salarCity Inverter 1 IND 1 0OA/2P 9 ABB DC, Vstart - 176V PM-3.0-OUTD-S-US-Z-A - DC- --- MP2: 1x6 (E) LOADS ----- —----------- - ------- -- -- - cz Dc. 20A/2P N DC- 1 5 2c• Vstart = 200V ----------—-----------—-----------—----------- -EGc Da D --- p r——— GEC 1 N DG c MP1: 1x9 EGC-- - _ GC - ------------ -�----- -- -- ---- ------� I N ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4' EMT EGciGED-_J Inverter 2 IND G_ec _, i >O ABB A Ej 8 3 DCk Vstart - 200V I I P1A-4.2-OUTD-S-US-Z-A Dc- MP3: 1x10 Z / I I -- EGC ---- 25A2P ------------ - ----- - ---------------- n I I a zaav r--------- B i L2or-, I TO 120/240V N 1 1 N DC- I 7 4 SINGLE PHASE EGG DC+ DC- MP2: 1x11 , Vstart = 200V UTILITYSERACE I a------------------------------------------------- -GEC __-1 N DG GC GND -- EGC— ——————�(I)Concluit ———————————— — —�----- -- --"— -----�� 1 I I Kit; 3/4' EMT I I — CONNECT TO THE EXISTING GEC OR BY IRREVERSIBLE CRIMP TO EXISTING GROUND WIRE. Voc* = MAX VOC AT MIN TEMP Oi A (1)SdorGt�}4 STRING JUNCTION BOX + (1) Bake D //H 220 PV BACKFELD BREAKER e 2 r S1114GS, UNFUSED, GROUNDED DC Breaker, 2DA�, 2 Spates !"l _(1)SQUARE D2�A�222 SpocesPV BACKFEED BREAKER Breaker.(I)Go dRB K Copper (1)AWG f1O, THWN-2, Black (1)AWG 110. THWN-2, Black Voc* =390.61 VDC Isc =9.26 ADC (2)AWC O f10, PV Ore, 60OV, Black Voc* =260.41 VDC Isc =9,26 ADC(1)AWG;10. THAN-2, Red "] )I ZI-(1)AWG #10. THWN-2, Red Vmp =279 VDC Imp=8.55 ADC O (1)AWG f10, Solid Bare Copper EGC Vmp =186 VDC Imp=8.55 ADC (1)AWG#10. THWN-2, White NEUTRAL VmP =240 VAC Imp-14.5 AAC IIL..LLL(1)AWG ;10, THHNMWN-2.,Green EGC , . . . . . . . .70)AWG 18,.THWN-2,.Green . . EGC/GEC--(I)Conduit,Kit;.3/4'.EMT. . . . . . . . . 1)AWG #10, THAN-Z Block Voc* =260.41 VDC Isc =9.26 ADC (2)AWG fl0. PV Ore, 600Y, Black Voc* =390.61 VDC Isc =9.26 ADC (1)AWG 110. THNN-2, Black © (1)AWG f10, THWN-2, Red Vmp =186 VDC Imp=8.55 ADC O (1)AWG f1D. Solid Bare Capper EGC Vmp =279 VtX Imp=8.55 ADC ®�(1)AWG f10, THWN-2, Red (1)AYYG f10, THHN/FHWN-2,.Green EGC .. (1)AWG 110. THAN-2, White NEUTRAL Vmp =240 VAC Imp-20 AAC (1)AWG ;10, THWN-2, Black Voc* =477.42VDC Isc -9.26 ADC (2)AWG fl0, PV Wre, 60OV, Block Voc* =434.02VDC Isc =9.26 ADC -(1)AWG K TH.WN72, Green EGC/GEC (i)Conduit Kit; 3/47 EMT. . . . . . . O (1)AWG 110. THW4-2, Red Vmp =341 VDC Imp=8.55 ADC O "' (1)AWG 110, Solid Bore Copper EGC Vmp =310 VDC Imp=8,55 ADC (1)AWG ;10, THHN/THW472._Green EGC LJ ®�(1)AWG 110, THNN-2, Black Voc* =434.02VDC Isc =9.26 ADC (2)AWG f10, PV Ore, 60OV, Black Voc* VDC (1)AWG Is =9.26 ADC (1)AWG 110, THAN-2, Red Vmp -310 VDC Imp=8.55 ADC ®�(1)AWG f10, Solid Bare Capper EGC Vmp =341 VDC Imp=8.55 ADC � Green LLLJJJ CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-92510017 00 PRBOSE OWNER: DESCPoPTION: DESIGN: Darren Lewis � CONTAINED SHALL NOT BE USED FOR THE JENNIFER BLAIR �-,i Jennifer Bfair RESIDENCE `, BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTWG SrsTEM: 29506 �CQ�bCC �;!` olar I�1® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 9.54 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES LAKE ELSINORE, CA 92530 3055 Georvier way THE SALE AND USE OF THE RESPECTIVE (36) SolarCity # SC265 PAGE NAME SHEET: REV: DATE Son Mateo, F: 94402 saLARCITY EQUIPMENT, WITHOUT THE vd11rTE11 IN1hItTER: - PV 5 6 3 2016 (ese)-(s6o�i�ar�ir{76s 2.a9j�.:.�la�ay� PERMISSION OF SOLARCITY INC. Multiple Inverters THREE LINE DIAGRAM CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: Address: 29506 Scorboard UTILITY SERVICE r-- --------- ----� I r--_1 F-—J L-------J L_J I r� I I I I INVERTER AND I J L DC DISCONNECT I I I I I I I I I INVERTER AND L —_J DC DISCONNECT ----- ----------------- - -� SOLAR- PHOTOVOLTAIC ARRAY-{S} L————————————————————— — J PHOTOV%TAIC BACK—FED CIRCUIT WEAKER IN MAIN ELECTIaCAL PANEL IS AN A/C DISCONNECT PER NEC 69017 OPERATING VOLTAGE = 240V 3B-92510017-00 CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE t�B-92510017 00 JENNIFER GLAIR ��`` BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I�T Jennifer Blair RESIDENCE Gorren Lewis �._.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook 29506a���o�c� 9.54 KW PV ARRAY �SolarCity. TS PART TOTHERS EXCEPT IN CONNECTIONWITH MODULES: LAKE ELSINORE, CA 92530 THE SALE AND USE OF THE RESPECTIVE 36) SolarCity # SC265 3055 Ciemnex way SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Soo Mateo. CA 9002 ERMISSION OF SOLARCITY INC. INVERTER' T:(650)638-1028 F:(650)639-1029 P Multiple Inverters SITE PLAN PLACARD PV 6 6/3/2016 (BOB)-SOL—CITY(765-2489)www.sokircity.com WARNING:PHOTOVOLTAIC POWER SOURCE Label Location- Label Location- .• Location: PV SYSTEM WARNING ' Per Code: QISCONNECT FOR Per ELECTRIC SHOCK HAZARD ••_ • UTiLfTY OPERATION 690.35(F) THE DC CONDUCTOPS OF I HIS Label Location: PHOTOVOLTAIC SYSTEfvi ARE • BE ■ WHEN PHOTOVOLTAIC DC ■ uNGRauNDEDAND DISCONNECTPer Code: A�1AY BE ENERGIZED ■ ■ CEC .•1 .14.C.2 Label Location: WARNING ' Per ..- ELECTRIC SHOCK HAZARD•- Location: CEC 690.17 DO NOT TOUCH TERMINALS M.t,XIMUl41 POWER- TERMINALS ON BOTH LINE AND POINT CURP. NT tlmp)_ Per Code: LOAD SIDES MEW: ENERGIZED NIAXIMUn9 POWER-_ IN THE OPEN POSITION POINT VOLTAGE(Vmp) � CEC690.53 MAXIMUM SYSTEM � VOLTAGE(Vac) SHORT-CIRCUIT � CURRENT(Isc) Label L• • WARNING '• Per ..- CEC INVERTER OUTPUT ! ■ CONNECTION Label . . DO NOT RELOCT E WARN 1 N G Per THIS OVEP,CURP,ENT DEVICE ELECTP,lCAL S�OCK HAZAP.D •• DO NO.T TOUCH TERMINALSCEC 690.17 TERfv11N=.LS ON BOTH LfNE AND LO?.D SIDES M.AY BE�NEI?GIZED IN THE OPEN?OSITIONLabel L• • DC VOLTAGE E5 ?HOTOVOLT".1C POINT OF •• r"-;I_'J�+nYS?F,=S=NT W:;EN IN I ErCONNECTfON SOLAr";iviOQULW5..-.RE WAP,NING:ELECTRIC S ?OCK Per ••- cXPOSED TO SUNLIG iT H�.Z".r D,DO NOT TOUC�i CEC ••! 690.17 T ERMIN=.LS TERMINALS ON 30TH T-)=LINE r.ND LOAD SIDE MAY EE ENERC;IZEi7 IN TH=OPEN POSITION �O^SEP,VICE Label • • DE-ENT=r�Gl=E EOTH SOURCE AND fu1.•"•.IN EREAKEP.. WARNING rV POWER.SOURCE Per Code:CEC MAxIMUM ac =!ECTRIC SHOCK HF?ARQ OFER.4T ING CURRENT IF.-.GFOUND a=.=UL T iS INDICAT=_D • ! NORMALLY G OUNQ;=D M"JCIMUM.=,C - V CONDUCTORS MAY 3E OPER::TING VOLT.•;GE UNC-ROUNDED F:ND'cNE?GI?ED Label • • Label Location-PHOTOVOLAIC AC CAUTION ' •• T _ � PtiOTOVOLT.=SIC SYSTEM •• A AC Disconnect DISCONNECT Per •••-: ••! Conduit CEC •.! :. ■ Distribution ■ DC Disconnect Conduit(IC): Interior Run Location:Label Location: Label - - r��Axlrviun�Ac _ a •' CAUTION '• •_. Center •. Code: ••- AC •.! SEOOND SOURCE lS ! ■ • OPER,".iING VOLTAGE V � P;-;OiOVOLT."-.lC S'1'STEM •• • of • • ..• •• , iSan Mabeo,CA 94402 a • _•. _ i , Solar inverters Additional highlights: - RS-485 communication interface ABB (for connection to laptop or data logger). - Integrated Arc Fault Detection and Interruption(-A Version). to Technical data and types Type code PVI-3-0-OUTD-US PVI-3.6-OUTD-US PVI-3."UTD-US PVI-4.2-OUTD-US AN Norrwrlal output Power 3000W 3600W w 380OW 420OW Maximum output power wattage 3000 3300 3300' 3600 4000' 4000' 3300 4200' 4200' 4200 4600' 4600' W W W w W w W W W W w w "1a Rated rid AC volts a 208V 240V 277V 208V 24CYV 277V 208V 240V 277V 208V 240V 277V � k1Dut side 1 Number of independent MPPT channels 2 2 2 2 w Maximum usable power for each channel 2000W 3000W 3000W 3000W Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 2D0V(adl 120-35OV) • Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V Operating MPPT voltage range 0.7 x Vstart-SBOV p=90V) • Maximum current(ldcmax)for both MPPT in 20A 32A 32A 32A parallel Maximum usable current per channel 10A 16A 16A 16A Maximum short circuit current limit per channel 12 5A 20.0A 20 OA 20 OA Number of wire landing terminals per channel 2 pairs Ws.,..r Artterrtlirleti0n Terminal block pressure clamp,AWG10-AWG4 Grid type 1 / lit- t / 1 / it- t / 1 / split- 1 t - - / 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W Adjustable voltage range(Vmin-Vmax)M 183- 211 - 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- 228V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 304V Grid frequency 6OHz Adjustable grid frequency range 57-60.51-1z 145 14.5 12.0 172 1&0 16.0 16.0 160 16.0 20.0 200 20.0 Maximum current(l. •..1 A_ A�s A_ A._ A_ A_ Ar_ A_ Arm A_ A_ A_ ..._......... Power factor >0 995 Total harmonic distortion at rated power 2% This family of single-phase string The high-speed MPPT offers real- Highlights: Grid wiri 19 termination type Terminal block,Pressure damp.AWG10-AWG4 inverters complements the typical time power tracking and improved - Single phase and split phase output number of rooftop solar panels energy harvesting. grid connection. Reverse ^a vas ecsorl P ........ Over-voltapa p'Ofection typo Vanstor.2 for each channel enabling home-owners to get the most The flat efficiency curve ensures high - Wide input range for increased Pv array ground fault defection Pre start up Risc and Dynamic GFCI(requires floating ana si _ efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility.of the property. a consistent and stable performance - The high speed and precise MPPT Mti i9landirlQ protection Meets UL 1741/IEEE 1547 requirements . ............................ Over trolte�e protection type Varistor,2(L -L,L-Gi across the entire nput voltage and algorithm offers real time Dower Ma*rvjmAC0CPD Rating 20A 20 , 15 25 20 20A 20 20A 20A. 25 25A 25A. This inverter offers a dual input output power range. tracking and improved energy section that processes two strings The transformerless operation gives the harvesting. Maximum efficiency 96 91,b 97% 97% 97ih CEC efficiency 96�0 with independent Multiple Power Point highest efficiency of up to 97.0%. - Outdoor NEMA 4X rated enclosure Tracking(MPPT). The wide input voltage range makes for unrestricted use under any Night time consumption <This is is especially useful for rooftop the inverter suitable to low power environmental conditions. Stand-b consum tan <SW installations with two different installations with reduced string size. - Integrated DC disconnect switch User-interface 16 characters x 2lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with international Remote monitoring(IxRS485 ind l VSN700 DataLogger(opt.) oriented in different directions.(For designed to be a completely sealed Standards(-S Vernon). Ambient air operating Tempe ar re•ange M 3`F to-140°F with deretirlg above 122•F(50 Ci example:East and West) unit able to withstand the harshest Ambient or storage temperature range -40°F to-176°F(-40°C to+80°C) The dual input sections with environmental conditions. Relative humidity 0-100%RH condensing independent MPPT enable a more Acoustic noise emission level <50 db(A)61 m Maximum operating attrutde without derating 6560 ft(2000 m) optimal energy harvesting condition. Power and productivity A BE Yoy enabled at nommai AC voltage and with sufficient DC power available for abetter world a 2 ABB Solar Inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-0UTD �•SoiarCity I ZepSolar Next-Level PV Mounting Technology v;�SolarCity ZepSolar Next-Level PV Mounting Technology ZS Span Components for concrete tile roofs 1x 3x 4x Spanner Bar Cam Foot Part Nos. 850-1400-4x / 580-1399-3x 850-1398-1 x srnud Zp — Spww,r ar sprees aamV T•l ook A"wSkM Splice Kit Spanner Clamp Part No 850-1401 Part No 850-1194 Listed to UL 2703 Listed to UL 2703 ` Crnr Cap IarrloaY MWKY look a�,�pMP4 he Description PV mounting solution for concrete tile roofs Works with all Zep Compatible Modules Auto bonding UL-listed hardware creates structural and electrical bond Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Mighty Hook V2, HDG Interlock Cam Foot CUIL)LISTED Specifications Part No 850-1461 Pan No 850-'388 Part No 850-14'3 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 Designed for pitch roofs rnt Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72'and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices *DNA, • Attachment method UL listed to UL 2582 for Wind Driven Rain Ground Zep Array Skirt, Grip, End Caps DC Wire Clip Part No.850-1172 Part Nos.850-0113,850-1421, Part No 850-1448 ETL listed to UL 467 850-1460,850-1467 Listed to UL 1565 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar s sole warranty is Contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar s sole warranty is contained in the written product warranty for each product The end-user documentation shipped wrth Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar s products Constitutes the sole speafcabons referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps zspats.com responsible for verifying the suitability of ZepSolar s products for each use.Specifications are subject to change without notice.Patents and Apps zspats.com. Document p 800-1730-001 Rev A Date last exported April 20.2015 2.14 PM Document fr 800-1730-001 Rev A Date last exported April 20.2015 2.14 PM SolarCity SolarCity 60-Cell PV Module Cut Sheet Electrical Characteristics 60-Cell Module Ratings 40 a°eMedT�e Model Max Max Power Max Power Open Circuit Short Circuit Max System Max Series Power(W) Voltage,Vmp(V) Current,Imp(A) Voltage,Voc(V) Current,Isc (A) Voltage(V) Fuse Rating(Z) SC-255 255 30.8 8.28 38.0 8.83 OMp� SC-260 260 31.0 8.39 38.3 9.09 �L USM SC-265 265 31.0 8.55 38.3 9.26 100C 15 SC-270 270 31.0 8.71 38.3 9.43 SC-275 275 31_3 8.79 38.6 9.48 1640 1]00 990 These electrical characteristics are within t 10%of the indicated values of Isc,Voc,and Pmax under standard test conditions (irradiance of 100 mW/Cm2,AM 1.5 spectrum,and a cell temperature of 25°C or 77°F) Temperature Correction 4X Temperature Coefficients 09x12 NOCT(°C) Pmax(°/al°C) Voc(%/°C) Isc(%/°C) 6x 45 -0.45 -0.36 -0.06 ms 93e NOCT=800W/m2 irradiance,20'C ambient temperature.AM 1.5 spectrum. Description Standard SolarCity 60-cell photovoltaic module Residential and commercial mounting applications • UL 1703 Listed • UL Module Fire Performance:Type 1 or Type 2 Module wind uplift and snow load pressures to 50lbs/ft2 per UL 1703 solarcity.com solarcity.com ®20141EN SolarCity Corp.SolarCity reserves the right to make specifications changes w°thout any prior notice.All rights reserved. ®20141EN SolarCity Corp.SolarCity reserves the right to make spea5aabons changes wthoul any prior notice.All rights reserved. Document#800-1779-001 Rev B Page: 1 of 2 Date last exported: January 6,2016 5:03 PM Document#800-1779-001 Rev B Page: 2 of 2 Date last exported January 6,2016 5 03 PM SolarCity Standard Box 4J NOTICE OF COMPLETION AND AUTHORIZATION TO APPLY THE UL MARK The SolarCity Standard Box 4J is a • Manufactured to meet UL 1741 Standards. 1212112013 4-String unfused Junction Box. The box Solarcity Corp • Non-Metallic, Corrosion Resistant NEMA 4X Enclosure Alex Yang is highly configurable and adaptable . Factory-Installed Cordgrip Enhances Installation Speed. 3055 Clearview Way using the(4)jumper blocks included in San Mateo Ca 94402-3709,Us each box. A factory installed cordgrip • Break-Thru Skinned-Over Glands on Cordgrip Provide enhances installer productivity. Weathertight Seal for All Configurations. Our Reference E318537,Volume 1 Project Number 4786083586 •Easily Configurable Terminal Blocks Permit Adaptation Your Reference: A.Yang 10/7 Project Scope: Investigation of Photovoltaic(PV)System Combiner Box,model"SolarCity Standard Box 4C" to Site-Specific Stringing Needs and Photovoltaic(PV)System Transition Box,model'SolarCity Standard Box 4J"to UL 1741 Standard. Dear Alex Yang: Technical Data / Specifications Congratulations! UL's investigation of your product(s)has been completed under the above Reference Number and the product was determined to comply with the applicable requirements. This letter temporarily supplements the UL Follow-Up Services Procedure and serves as authorization to apply the UL Mark at authorized factories under UL's • Voltage Rating[VDC] : 600V Follow-Up Service Program. To provide your manufacturer(s)with the intended authorization to use the UL Mark, you must send a copy of this notice to each manufacturing location currently authorized under E318537,Volume 1 • Maximum DC Current[A]:57A and including any special instructions as indicated in the addendum to this letter • Maximum Continuous Current[A]:42A Records in the Follow-Up Services Procedure covering the product are now being prepared and will be sent in the • Maximum Voltage[VDC]:600V near future. Until then,this letter authorizes application of the UL Mark for 90 days from the date indicated above. • Wire Size Range[AWG]-#6 to#14 Additional requirements related to your responsibilities as the Applicant can be found in the document-Applicant responsibilities related to Early Authorizations"that can be found at the following web-site: • Enclosure Rating: NEMA 4X http:l/www.ul.com/EAResponsibi6ties • Operating Temperature Range[-C]:-40 to 50 Any information and documentation provided to you involving UL Mark services are provided on behalf of UL LLC • Typical Overall Dimensions[in]:8"x6"x4' (UL)or any authorized licensee of UL. We are excited you are now able to apply the UL Mark to your products and appreciate your business. Feel free to contact me or any of our Customer Service representatives if you have any questions Very truly yours. Reviewed by: Jon Adonay William R.Carney 408-754-6630 847/664-1088 Engineering Associate Lead Chief Engineer Director I Jon.Adonay@ul.com William.R Camey@ul com N BK D9C 5-90BA6 7 SolarCity. This is an electronically generated letter Signatures are not required for this document to be valid. Page 1 of 1