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ACANTHUS COURT 36477_15-00002643
C ITY OF LATE 9 LSI1JORX BUILDING & SAFETY DREAM EXTREME-m 130-South Main Street Lake Elsinore Ca. 92530 PERMIT PERMIT NO: 15-00002643 DATE: 9/23/15 JOB ADDRESS . . . . . 36477 ACANTHUS COURT LT167 DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR PARDEE SOLARCITY CORP. 35050 CANYON HILLS RD 3055 CLEARVIEW WAY LAKE ELSINORE CA 92532 SAN MATEO, CA 94402 650-638-1028 LIC EXP 0/00/00 A. P.## . . . . . 358-640-021 9 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR . VALUATION . . . 15, 000 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 13 . 00 X 12 . 5000 VALUATION 162 . 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 225 . 50 . 00 225 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES 0 a -0, ;-' :. ..- i 7 3 ,-, PROF.DEV. FEE 2 TRADES 10 . 00 s^' .10 , -3 i V, - 0 0.!.-. PLANNING REVIEW FEE 45 . 10 4-$ .i1'Qi. i ; +a +_� .:00 is ii =• �° b9 r— PLAN RETENTION FEE 2 . 07 i "' ` ' V` SEISMIC GROUP R 1 . 95 .t00 C., 1 . 93:-' it PLAN CHECK FEES 169 . 13 169 .113 `; .;0;0" r-;; i� ; = ':a rn rri TOTAL 500 . 00 214 .i23 i -` 5 i7p 7 -F.• t t i-i ('i t SPECIAL NOTES & CONDITIONS I I- r 11 n � I r-., :•I rt_t it �z• ROOF MOUNTED SOLAR WITH 12 PANELS, 1 tl INVERTER 3 . 12 . KW , ° if t t Id li+ i t 11 �T l l 1 � 1 II �• W t -r= 4- i II City of Lake Elsinore Please read and initial Building Safety Division 1.I am Licensed under the provisions of Business and professional Code Section 7000 et Seq.and my license is in full force. Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. e4. -owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the ject. JOB ADDRESS for each respective inspection: ave 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. ELO1 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO 1 Underground Water Pipe SSO1 IRough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 IRoof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 I Rough Electric/ T-Bar W01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP10 lFraming&Flashing BP 12 Insulation BP13 Drywall Nailing BPI I Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical kQ0K5 ME99 *Final Mechanical BP99 *Final Building ` •l , "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 being released by the City SP03 Pool Steel Rein./Forms Date Inspector SP04 Pool Plmb./Pressure Test Fire SP05 Pre-Gunite Approval EVMWD SP06 Rough Pool Electric Finance SP07 Pool Fence/Gates/Alarms Engineering SP08 Pre-Plaster Approval TUMF SP99 Final Pool/Spa Planning/Landscape e CITY OF 0 LADE � LS I 1`iOI�.E DREAM EXTREME TM 130 South Main Street APPLICATION FOR APPLICATION . BUILDING PERMIT APPLICATIO R E VED DAT — VALUATION CALCULATIONS 1st FLOOR SF BUILDING ADDRESS TRACT BLOCK/PAGE LOT/PARCEL 2nd FLOOR SF NAME 3rd FLOOR SF O W MAILING Same PHONE GARAGE SF N ADDRESS STORAGE SF R CITY Lake Elsinore STATE/ZIP I hereby affirm that I am licensed under provisions of Chapter (commencin DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS 888104/bc10c4GAx# T NAME VALUATION: 15, 000 R Solarcitv A MAILING C ADDRESS 3055 Clearview Wa FEES T CITY STATE/ZIP PHONE O BUILDING PERMIT a R CONTRACTOR'S SIGNATURE U`AiE PLAN CHECK `may /f NAME LICENSE# PLAN REVIEW / �V (�� R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PHONE PLAN RETENTION ❑NEW OCC GRP./ CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF ❑OTHER STORIES: BEDROOMS: ❑SINGLE FAMILY ZONE: ❑APARTMENTS ❑1 certify that I have read this application and state that the ❑CONDOMINIUME HAZARD YES 0 I —1 2. 1 -p — .-,. i t above information is correct.I agree to comply with all city ❑TOWN HOMES AREA?s 1 m T+ , • • NQ c-n 0 If :1; -o n m -, and county ordinances and state laws relating to building ❑COMMERCIAL SPRINKR rn H it = = ,construction,and hereby authorize representatives of this. ❑INDUSTRIAL REQUIREb� --'` n" 1 r'-' q 4� II city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED;USE OF F LUO:cc, 1 a ° ;C-4 ; r- tion purposes. ❑DEMOLISH PRESENT I.SE OF BLbG:J rc- r. v :a I"n JOB DESCRIPTION i -1_I � � i.; �° if _�- `�� I.n residential roof mount °° -� r•: �' II Signature of Applicant or Agent Date I rl'7 panels 1 I _r.. 11 Agent for [2kcontractor ❑ owner [ riverters L n Agents Name Beverly Miller f if ' r Agents Address 41568 Eastman Dr. Lo Murrieta, CA 92562 951-291-8703 j- " -- --1 -� I II i •-, Version#49.2 ®®\® WS RU SolarCi ty. pROFpE,Ss�O September 14 2015 P C9 tij '9� Project/Job # 9258308 C 75189 Z m RE: COVER LETTER Project: Amber Leaf Lot 167 Residence 36477 Acanthus CtCNIL Lake Elsinore,CA 92532 9A, OF CALIFo���P To Whom It May Concern, Structural review was based on truss calculations and the design criteria listed below: Design Criteria: -Applicable Codes = 2013 CBC,ASCE 7-10, and 2012 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C a`— - MPi nRoof DL =�6 psf, Roof LL = 20 psf ��� LAKE L � N 1�\ - MP2:'Roof DL = 16 psf, Roof LL= 20 psf DIVi } ' `�,,� � ' P 0 i"� 9 •sr, On the above referenced project,the components of the structuraProdTframingi mpae ed byFttie ms$alla�on of the PV assembly have been reviewed. After this review it has been determined that thgIe�istIng sJructure4requires structuraI upgrades as detailed in the plan set to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. The structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2013 CBC. Please contact me with any questions or concerns regarding this project. Sincerely, Sri Raghavan, P.E. Professional Engineer T: 888.765.2489 x55470 email: sraghavan@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028'(888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSLB 888104,CO cC 8041.CI HIC 003•L772,DC HIC 71101:86.DC HIS 71101488,HI CT-297 70,FAA HIC 1685TC MD DAHIC 13G9 i3,ru 13VI-106 160 00 0, OR CCB IS0d0S,PA.077343,'IX TDLR 27006.`NA GCL:SOLARC-91067.(+2013 Sol-Crty.All r,nhts ru::rrv�d. 09.14.2015 I PV System Structural Version #49.2 : . SO a rClt � � Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: Amber Leaf Lot 167 Residence AHJ: Lake Elsinore Job Number: 9258308 Building Code: 2013 CBC Customer Name: Amber Leaf Lot 167 Based On: IRC 20t2/ IBC 2012 Address: 36477 Acanthus Ct ASCE Code: ASCE 7-10 City/State: Lake Elsinore, CA Risk Cateqory: II Zip Code 92532 Upgrades Req'd? Yes Latitude/ Longitude: 33.661590 -117.277960 Stamp Req'd? Yes SC Office- Murrieta PV Designer: Wubing Ye Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Seismic Considerations 3 Structure Analysis (Loading Summary and Member Check) 4 Hardware Design (PV System Assembly) 5 1 2-MILE VICINITY MAP IL f ,y t _ r ., � - �; _ _ � me !�"' • � �� ,r � � '� r- � � �� �� � ••-may t-. . • •. ••• - . • - Mum • •• - w• -QLW-rWWV*1QAMTA 36477 Acanthus Ct, Lake Elsinore, CA 92532 Latitude: 33.66159, Longitude: -117.27796, Exposure Category: C 'SEISMIC CONSIDERATIONS Seismic sign Criteria (per USES Seismic Design Code ASCE 7-10 Latitude 33.6616 Longitude -117.2780 SRA at Short Period Ss 1.558 USGS SRA at is Period Sl 0.600 USGS Soil Site Class D IBC 1613.5.2 Seismic Desi 'n Category SDC D USGS Seismic•Check.Required(Ss>_ Yes. IBC 1613.1 OAq ALTERATI.ON.LATERAL DESIGNA00/6 EXCEPTION'CHECK. : Weight of Proposed PV-System Area Dead Load. Weight PV System Weight 213 sf 3 psf 638 Ibs Total Weight of PV System W(PV) 638 Ibs Weight of Roof on Existing_Building Sum Area of MPs with PV 610 sf Portion of Roof'Weight Area Dead Load Weight Roof 610 sf 16.0 psf 9,756 Ibs Ceiling . 610 sf 5.0 psf 3,049 Ibs Interior Walls(Top Half) 395 sf 5.0 psf 1,975 Ibs Exterior Walls (Top Hal 395 sf 8.5 psf 3 358 Ibs Net Weight of Roof Under PV W(exist) 18,138 Ibs Check% Increase of Roof Weight/ Seismic Shear Load %.Increase of DCR of Lateral 3.5% . H►�P�)/W(exm) Increase Seismic Shear Load �< 10% > [OK],. , IBC SeC#. 3404.4 . • Force Resistin S'stem .- - Note: Seismic base shear is directly proportional to roof weight. 3 LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Wei ht s 3.0 psf Roof Dead Load Material Load Roof Category Description . MPl Existing Roofing Material Spanish Tile Roof 10.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 3.3 sf Total Roof Dead Load 16 psf(MP1) 16.0 psf Reduced'Roof LL Non-PV Areas Value ASCE 7-10 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.8 Sloped Roof Reduction R2 1 Section 4.8 Reduced Roof Live Load Lr 4= LO(Rj) (112) E nation 4.8-1 Reduced Roof Live Load I Lr 1 20 psf(MPi) 20.0 O sf Simpson Strong-Tie Truss: 3A Project Name: 9258308 Component SolutionSTM Date: 9/14/2015 12:25:18 PM Truss Page: 1 of 1 Version:5.18.50[Build 11] Span Pitch Qty OHL OHR CANT L CANT R, PLYS Spacing WGT/PLY 33-2-8 4/12 1 1-2-0 1-2-0 0-0-0 0-0-0 1 24in 1581bs 35-6-8 1-2-0I - 5-0-0 I 2 I 2-7-121 I -11-8 5-0.0 I 6-0-0 1-2-0,7 100 16600 3-11 93-0 2 33-2-8 5x5- 5 12 3x4/ 3x4\ 12 4 6 4F— 3x4/ 3x4\ 14 3 7 d 3x4/ 3x4\ 2 8 N A dII 3x8- 3x8- S 1 9 17 18 16 15 14 13 12 11 10 1 x4 l 3x4 _ 3x8- 4x4- 3x8- 3x4- 1 x4 l 0-0-0 0-0-0 6-0-0 5-0-0 2-11-8 5-3-8 2-1A 5-0-0 6-0-0 11-0-0 13-11-8 1l' 0 22-2-8 { 27-2-8 33-2-8 Loading General CSI Summary Deflection L/ (loc) Allowed Load (pso Bldg Code: CBC 20131 TC: 0.54(1-2) \hrt TL: 0.65 in L/604 (14-15) L/180 TOLL: 20 TPI I-2007 BC: 0.62(16-1) Vert LL. 0.19 in L/999 19. 1,/240 TCDL: 16(iake) Rep Mbr Increase: Yes SO.Chd:0.07(B3) Hot,TL: 0.19 in 9 BCLL: 0 D.O.L.: 125% Web: 0.43(2-15) Creap Factor,Kcr=1.5 BCDL: 8 Plate Ofrsets(Jnt:Y-Y,Ang): (1:4-14.2 (2:1-12,3-2,I8J (3:1-12,3-2,18J (4a-12.3-2.18J (5:0-0,3-I1,0.) (G:1-12,3-2,I8J (7:1-12,3-2.18J (8:1.12,3-2,18J (9:4-14,2-I,OJ (10:0-0,341,90.) (11:1-12,343,0.) (12:0-0.343.0.) (13:00.) (14:0-0,34t.0.) (I5:1-12,34i.0.) (1 G:0-0.34t,90.) Reaction Summary JT Type Brg Combo Big Width Material Rqd Brg Width Max React Max Gray Uplift Max MWFRS Uplift Max C&C Uplift Max UpliR Max Horiz 1 Pin(Wall) 1 3.5 in Douglas-Fir-Larch 1.83 in 1,714 lbs - - - - 0 His 9 H Ro11(Wall) 1 3.5 in Douglas-Fir-Larch 1.73 in 1,618 lbs - - - - 0 lbs Material Summary Bracing Summary TC DFL#IB 2x4 TC Bracing: Sheathed or Pudins at 2-8-0,Pullin design by Others. ' BC DFL#lB 2x4 BC Bracing: Sheathed or Pudins at 10-".Pullin design by Others. SthChd DFL#22x6 Webs DFL Standard 2x4 Loads Summary 1)Minimum storage attic loading in accordance with IBC Table 1607.1 has not been applied 2)In accordance with IBC Table 1607.1.miniramm BCLUs do not apply. Load Case D 1:Std Dead Load Distnbtrted Loads Member Location 1 Location 2 Direction Spread Start Load End Load Trib Width Top Chd 3-M 12-" Down Rats 9 psf 9 psf 24 in Member Forces Summary Table indicates:Member D.max CSI,max axial force,(max comer force ifdiR'erent from max axial form) TC, 17-1 0.079 27 Ibs 4-5 0.144 479 lbs 8-9 0.478 4.05016s 1-2 0.541 4.3221bs 5-6 0.144 4911bs 9-18 0.079 27 lbs 2-3 0.333 -3,496 lbs 6-7 0.238 -29021bs 3-1 0.242 -2.924 lbs 7-8 0.318 1:3341bs BC 9-10 0.577 3.7161bs -14 0.429 2.714 lbs 16-1 0.618 4.641 lbs 1 1 706bs 4-5 0.448 3:24516s0-12 0.506 3, 1 116511 .15 lb 5-16 0.526 404 St1.Chd B3 0.069 60 lbs Webs 2-16 0.050 9316s 4-14 0.277 6821bs 7-ll 0.127 313 lbs 2-IS 0.428 -8601bs 4.6 0.370 -2,26816s 8-11 0.366 -735 lbs 3-15 0.168 415 lbs 6-12 0.245 604 lbs 8-10 0.053 98 lb s 3-14 0.324 -849 lbs 7-12 0.239 626 lbs Notes: 1)Unlabeled plates arc 3x4 20ga. 2)When this truss has been chosen for quality assurance inspection,the Plate Placement Method per TPl 1-2002/A3.2 shall be used. Cq=L 17. 3) ®Indicates continuous lateral restraint(CLR)mquired at the location(s)shown.Rows of CLR must be adequately diagonally braced,see D-WEBCLRBRACE. For altemathes to Cuts and diagonal bracing sea D-WEBREINFORCE. 4)Bearingmmerial shown in the above table has only been chealsd for resistance perpendicular to grain•and does not indicate adequacyofnincrial forotherdesign considerations. NOTICE Acopy of this design shall be furnished to the erection contractor.The design of this individual truss is based on design criteria and requirements supplied by dieTrnss Manufacturer and reifies upon the aceumcy Simpson Strong-Tie Company and completeness ofthe information set forth by the Building Designer.A scat on this drawingindicates acceptance ofpmfessional engineeringresponsibiliR•solely forthe truss component design shown.See the corer page and the'Tmportant Information&General Notes"page for additional information.All connector plates shall be manufactured by Simpson Stang-Tie C'"t"t .Inc in accordance with ESR-2762.All connector plates are 20 gaug,unless the specified plate size is followed by a"48"which indicates an 18 gauge plate,or"S#18",which indicates a high tension 18 gauge plate. ;CALCULATION:OF DESIGN WIND LOAQS-''MP1'-- Mountina Plane Information Roofing Material Spanish Tile Roof PV System Type SolarCity SleekMountM Spanning Vents No Standoff Attachment Hardware SM Tile Roof Slope 180 Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 13 Tile Attachment System Tile Roofs Only SM Tile Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 moh Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable/Hip.Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 1 25 ft I Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Krt 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)(Krt)(Kd) (V^2) Equation 30.3-1 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig.30.4-2A/B/C-5A/B . Ext. Pressure Coefficient Down G Dawn 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p =qh(GC ) Equation 30.4-1 W i nd'Pres§ure U p,, 21.8-psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -221 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 49.6% X Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -248 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 55.5% ;LOAD ITEMIZATION.- MP2 ,PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV S stem•Wei ht(psf) : . 3:0 sf Roof'Dead Load Material Load Roof Category. Description MP2 Existing Roofing Material Spanish Tile Roof 10.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 3.3 psf TotalRoof,Dead Load- ' 6 psf(MP2) 16.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-10 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At S 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.8 Sloped Roof Reduction R2 1 Section 4.8 Reduced Roof Live Load Lr 4= Lo(RI)(R2) Equation 4.8-1 Reduced_Roof Live Load :. I Lr. 20 psf(MP2) 26.0 psf Simpson Strong-Tie Truss: Jack Project Name: 9258308 Component SolutionsTM Date: 9/14/2015 12:28:53 PM Page: 1 of 1 Truss Version:5.18.50[Build 111 Span Pitch Qty OHL OHR CANT CANT PLYS Spacing WGT/PLY 8-0-0 4/12 1 1-2-0 0-0-0 0-0-0 0-0-0 1 .24in 26lbs 9-2-0 1-2-0 B-0-0 B-0-0 1.5x3 1 2 12 4(— �N N A d 2x6- 1 4 3 1.5x3 o-G-0 0-0-0 8-0-0 B-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (pso Bldg Code: CBC 2013/ TC: 0.69(1-2) Wit TL: 0.38 in L/231 (3-1) L/180 TOLL: 20 TPI 1.2007 BC: 0.46(3-1) Vert LL: 0in UP L/999 (3-1) L/240 TCDL: 16(mke) Rep Mbr Increase: Yes Web: 0.03(2 3) Ho.TL: 0 in 3 BCLL: 0 D.O.L.: 125% Creep Factor,Ker=1.5 BCDL: 8 Plate Offsets(Jnt:X,Y•Ang): (1:4-14.2-1.0.) (2:1-12,4-1,90.) (3:1-12,3-8,90.) Reaction Summary JT Type Brg Combo Brg Width Material Rqd Brg Width Max React Max Gmr Uplift Max MWFRS Uplift Mar C&C Uplift Max Uplift Mn 11.i L Pin(Wall) 1 3.5 in Douglas-Fir-Larch 1.50 in 382 Ibs - - - - 0 Ibs 3 H Roll(Strict) 1 3.5 in - 1.50 in 273 Ibs - - - - 0 Ibs Material Summary Bracing Summary 7C DFL 41 B 2x4 TC Bracing Sheathed or Purlins at 6-3-0.Pudin design by Others. BC DFL 41 B 2x4 BC Bracing: Sheathed or Pudins at 10-0-0.Pudin design by Others. Webs DFL Standard 2x4 Loads Summary 1)Minimum stomge attic loading in accordance with IBC Table 1607.1 has not been applied 2)In accordance with IBC Table 1607.1.minimum BCLUs do not apply. Load CaseLrl:Std Live Load Distributed Loads Member Location 1 Location 2 Direction Spread Stan Load End Load Trib Width Top Chd 1-0-0 8-" Do" Prej -20 psf -20 psf 24 in Load Case D 1:Std Dead Load Distributed Loads Member location 1 Location 2 Direction Spread Stan Load End Load Trib Width Top Chd 1-0-0 7.10-0 Do— RaSc 9 psf 9 psf 24 in Member Forces Summary Table indicates:Member to,max CSI,max axial forec.(max compr force ifdifrerent from max axial force) TC 4-1 0.079 271bs 1-2 0.694 - -336 lbs BC 3-1 0.465 28216s Webs 2-3 0.035 -18616s Notes: l)When this tmss has been chosen for quality assurance inspection,the Plate Placement Method per TPl 1-2002/A3.2 shall be used. Cq=1.17. 2)Tmss-lo-structure connection is for graphical iriteryretation only.Those connections shall ben specified in the Construction Documents or per the Building Designer. 3)Bearing material shown in the abohe table has only been checlxd for resistance perpendicular to On,and does not indicate adequacy of material for other design wnsidemtions. NOTICE Acopy of this design shall be furnished to the etection contractor.The design of this indihidual truss is based on design criteria and requirements supplied by theTruss Manufacturer and relics upon the accuracy Simpson Strong-Tie Company and completeness of the information set forth by the Building Designer.A seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown.See the w,er page and the"Important Information&General Notes"pag:foradditional information:All connector plates shall be manufactured by Simpson Strong-Tie Company,Inc in accordance with ESR-2762.All connector plates arc 20 gauge,unless the specified plate six is followed by a"-18"which indicates an 18 gauge plate,or"SW 18",which indicates a high tension 18 gnugo plate. CALCULATION'.OF DESIGN WIND LOADS Mounting Plane Information Roofing Material Spanish Tile Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware SM Tile Roof Slope 180 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlihs Only NA Tile Reveal Tile Roofs Only 13" Tile Attachment System Tile Roofs Only SM Tile Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable/Hip 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 Table 30.3-1 Topographic Factor KA 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 GC -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G Down 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p =qh(GC ) Equation 30.4-1 Wind;PressureU p'„ . . -. . - '21.8psf Wind Pressure Down .16.0 psf :ALL'OWABLE•STANDOFF SPACINGS _ X-Direction- Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Not-Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -221 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 49.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Not-Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T actual -248 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 55.5% 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. CONIC 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 GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE INSPECTION. CITY OF LAKE E L S I N `J R€A_GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY pp (� HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. L7 U I L D�1 V �r" �i' �j� � w{'„� t � _; ; I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR E DC LBW LOAOD BEARING WALL DISCONWATT NECTING MEANS FIRSTURES TO THE PER ART.ES 90L31(E). P E R`P'/' -r •�� — �5 �" y� MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. -- ---- NITS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE _. OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE City of Rake Elsinore PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING r val POI POINT OF INTERCONNECTION HARDWARE. Planning Division App PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE <- SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. Approved By: S STAINLESS STEEL \ STC STANDARD TESTING CONDITIONS TYP TYPICAL Date: +� UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 4KT _ �, - PVl COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES r . a t :{ PV5 THREE LINE DIAGRAM �" -.r — Cutsheets Attached CA # 888104 1. ALL WORK TO BE DONE TO THE 2013 �''' \ V ' C-10 CALIFORNIA BUILDING CODE AND THE 2013 - CALIFORNIA RESIDENTIAL CODE. F'n Liu , 2. ALL ELECTRICAL WORK SHALL COMPLY WITH ,� ' "` _ I'• THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2013 CALIFORNIA ELECTRIC CODE. � �' �_ (— MODULE GROUNDING METHOD: ZEP SOLAR �I AHJ: Lake Elsinore � REV BY DATE COMMENTS ,�:; r yr�';, � a� '�.. � REV A NAME DATE COMMENTS UTILITY: Southern California Edison I ` \ R 1 1 J B—9258308 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN ,GB NUMBER: Wubing Ye-SPEC (DESIGNER), LOT 167 AMBER LEAF LOT 167 CONTAINED SHALL NOT BE USED FOR THE =��E� /l/�■ NOR SHALL OF ANYONE EXCEPT IN WHOLE INC, MOUNTING SYSTEM: 36477 ACANTHUS CT �• '•SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 3.12 KW PV ARRAY 1�\ PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULES: LAKE ELSINORE, CA 92532 ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE (12) KYOCERA # KU2606XPA 3055 Cleo ne■ Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET an REV: DATE: S Mateo, CA 94402 PERMISSION OF SOLARCITY INC. INVERTER 5555555555x5 T:(650) 638-1028 F:(650) 638-1029 ABB PVI-3.0-OUTD-S-US-Z-A COVER SHEET PV 1 9/11/2015 888)—SOL—CITY(765-2489) ww■.solarcity.com Ben Liu PITCH: 18 ARRAY PITCH: 18 �— o MP1 AZIMUTH: 158 ARRAY AZIMUTH: 158 MATERIAL: Spanish Tile STORY: 2 Stories g PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 248 ARRAY AZIMUTH: 248 MATERIAL: Spanish Tile STORY: 2 Stories A \ 3' F B / STAMPED & SIGNED FOR STRUCTURAL ONLY LEGEND �GHAVq,v�FE,p (E) UTILITY METER & WARNING LABEL Q INVERTER W/ INTEGRATED DC DISCO / Cr _ �h���J Q Iav & WARNING LABELS N G © DC DISCONNECT & WARNING LABELS mod, G�J AC GQ. AC DISCONNECT & WARNING LABELS � STATE � U\\i\�� 0 DC JUNCTION/COMBINER BOX & LABELS �0 DISTRIBUTION PANEL & LABELS AC Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER O Inv ; STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR GATE/FENCE (E) DRIVEWAY O HEAT PRODUCING VENTS ARE RED Front Of House r-,_-I I INTERIOR EQUIPMENT IS DASHED L='J 36477 Acanthus Ct SITE PLAN TOTAL ARRAY AREA (SF): 217 TOTAL ROOF AREA (SF): 1742 Scale:1/16" = 1' TOTAL ARRAY AREA IS a 12 01, 16' 32' _ PERCENT OF TOTAL ROOF AREA J B-9 2 5 8 3 0 8 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN [INVERTER: MBER: SPEC (DESIGNER), LOT 167 SolarCit CONTAINED SHALL NOT E USED FOR THE ( ) AMBER LEAF — LOT 167 Wubing Ye ` , BENEFIT OF ANYONE EXCEPT SOLARCITY INC-, G SYSTEM: 36477 ACANTHUS CT �• Y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Tile STlle 3.12 KW PV ARRAY �,� PART TO OTHERS OUTSIDE THE RECIPIENT'S S LAKE ELSINORE CA 92532 ORGANIZATION,D USEEPT OF IN CONNECTION RESPECTIVENTM KYOCERA # KU2606XPA 3055 CleaNew way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: San Mateo, CA 94-402 PERMISSION OF SOLARCITY INC. 5555555555X5 T:(650) 638-1028 F.(650) 638-1029 PVI-3.0—OUTD—S—US—Z—A SITE PLAN PV 2 9/11/2015 (688)-SOL-CITY(765-2489) www.solarcity.com h (N) 2x4 DF#2 OR SPF #1/#2 BLOCKING AS NECESSARY. Lziu FASTEN BLOCKING TO (E) TRUSS W/ SIMPSON A34 CLIP STAMPED & SIGNED AND (8) 8d 1-1/2" NAILS (0.131") FOR STRUCTURAL ONLY S 1 , (N) SIMPSON A34 CLIPS (2 PER p,L ENG�/yF BLOCK) 'W/ (8) 8d 1-1/2" NAILS G�XVA F� " (0.131") PER CLIP (TYP) QA o, ¢ ��� z 5'-11" 5' 2'-11" S1 cL �� ` (E) LBW 1'-2" rd% sTP���F SIDE VIEW OF MP2 NTS B 8 1 ', , » „ 0\1 \'S��� MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES -11 2 -8 1 -10 LANDSCAPE 7211 2411 1'-2 (E) LBW PORTRAIT 48" 19" �� ARRAY AZI 248 PITCH 18 RAFTER 2x4 @ 24 OC ROOF AZI 248 PITCH 18 STORIES: 2 A SIDE VIEW O F M P 1 NTS C.J. 2x4 @24" OC S-Tile(Cement) MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" 19" INSTALLATION ORDER ROOF AZI 158 PITCH 18 REMOVE TILE, LOCATE & MARK RAFTER 2X4 @ 24 OC ARRAY AZI 158 PITCH 18 STORIES: 2 �" DIA THREADED STUD & NUT ( BASE RAFTER LOCATION.PLACE STANDOFF C.]. 2x4 @24" OC S-Tile (Cement) & DRILL PILOT HOLES. ZEP LEVELING FOOT ------- ------- _---_—__—___ ZEP TOP ARM (2) CLEAN PAPER AROUND PILOT HOLE. ZEP ANTI—ROTATION PLATE (6) M10 BOLTS 5 SEAL PILOT HOLES AND BOTTOM OF O MOUNTING BASE (3) STANDOFF WITH POLYURETHANE (E) TILE (1) SEALANT. (E) ROOF DECKING (E) RAFTER (4) (2) (4) LAG STANDOFF BASE INTO RAFTER. " DIA STAINLESS (3) CSEALINGPLACE FLASHING AND ATTACH STEEL LAG BOLT (2—j" SPACER WITH SINGLE BOLT. EMBED, MIN) PLACE ZEP BAR. THEN INSTALL (6) LEVELING FOOT WITH BOLT & WASHER. STANDOFF si Scale: 1 1/2" = V CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-9258308 00 PREMISE OWNER: DESCRIPTION: DESIGN: \N` CONTAINED SHALL NOT EXCEPT USED RCI THE SPEC (DESIGNER), LOT 167 AMBER LEAF — LOT 167 Wubing Ye : 501arCity. NORBENEFIT OF SHALL ITNBE"DISCL D N WHOLE ORTY CIN Ma,"n"G SYSTEM: 36477 ACANTHUS CT 3.12 KW PV ARRAY �r PART TO OTHERS OUTSIDE THE RECIPIENTS ZEP ZS Tile STile ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES LAKE ELSINORE, CA 92532 THE SALE AND USE OF THE RESPECTIVE (12) KYOCERA # KU2606XPA 3055 geuniew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: > PAGE NAME SHEET: REV. DATE: SonT:(650) 6 Mateo,028 CA 94402 )638-1029 PERMISSION OF SOLARgTY INC. ABB PVT-3.0—ouTD—s—us—z—A 5555555555x5 STRUCTURAL VIEWS PV 3 9/11/2015 (668)—sUL—CITY(765-2489) .sola«Ity.ccm 11 Ben Li u UPLIFT CALCULATIONS " 4 SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-n C p Z O Q 0 O PREMISE OWNER: DESCRIPTION: DESIGN: \\ CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: `,J L J Q J U �,� CONTAINED SHALL NOT BE USED FOR THE SPEC (DESIGNER), LOT 167 AMBER LEAF — LOT 167 Wubiq Ye -- SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: _ i.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 36477 ACANTHUS. CT 3.12 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: LAKE ELSINORE, CA 92532 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (12) KYOCERA # KU2606XPA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: San Mateo, CA 50) 6 PERMISSION of SOLARCITY INC. INVERTER: 5555555555x5 PV 4 s 11 2015 (888T). aasj�soi�an(�6s 2489)w,ww.so�;°iyaam ABB Pvl-3.o—ounTO—s-us—z—A -UPLIFT CALCULATIONS / / GROUND 9PECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) UFER AT PANEL Panel Number:MPU Inv 1: DC Ungrounded INV 1 —(1)ABB PM-3.0—OUTD—S—US—Z—A CA 888104 WITH IRREVERSIBLE CRIMP Meter Number: # LABEL: A —(12)KYOCERA # KU2606XPA # FCI Inverter; Zigbee 3000W, 240V, 96% PV Module; 260W, 232.9W PTC, 40MM, Blk Frame, H4, ZEP, 1000V, w/BakXcr , C-10 Underground Service Entrance INV 2 Voc: 38.3 Vpmax: 31 BenLiuu INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS.IDENTIFIERc �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER ADJ,UST MIN. ACTIVATION VOLTAGES! SolarCity CUTLER—HAMMER Inverter 1 IND 200A/2P Disconnect 5 ABB 4 1 DC+ Vstart= 176V PVI-3.0—OUTD—S—US—Z—A DC- MP 1: 1x6 (E) LOADS B EGC L1 �- L2 � DC+ I N 20A/2P DG I 3 2 VStart= 176V ---- GND ————————————————————————————————————— — EGCI --- DC+ DC+ 3 03A I GEC �� DG C- MP 1: 1x6 B I GND EGC——_ GC I --------- ------------ ---F---- --- ------------------d I I (1)Conduit Kit; 3/4" EMT N I - EGC/GEC — z Z c9 GEC TO 120/240V SINGLE PHASE UTILITY SERVICE i I I I I . CONNECT TO THE EXISTING GEC OR BY IRREVERSIBLE CRIMP TO EXISTING GROUND WIRE. Voc* = MAX VOC AT MIN TEMP POI (1)SQUARE D HQM220 PV BACKFEED BREAKER B (1)CUTLER—HAMMER #DG221URB A 0 SdarCit 4 STRING JUNCTION BOX D� Breaker, A 2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusble, NEMA 3R AC 2x2 S1YR GS UNFUSED, GROUNDED —(1)CUTLER—�IAMMER.�I DG030NB Ground/Neutral Kit; 30A, General Duty(DG) OR(1)AWG#10, THWN-2, Black (1)AWG 110, THWN-2, Black Voc* =260.41 VDC Isc =9.09 ADC (2)AWG #10, PV Wire, 60OV, Black Voc* =260.41 VDC Isc =9.09 ADC L_L(1)AWG #10, THWN-2, Red ® � (1)AWG 110, THWN-2, Red Vmp =186 VDC Imp=8.39 ADC O I�„F (1)AWG #10, Solid Bore Copper EGC Vmp =186 VDC Imp=8.39 ADC IL.LL(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC (1)AWG #10, THHN/TH."—Z,Green EGC. LJ (1)AWG #8, THWN-2,,Green EGC/GEC-(1)Conduit.Kit;.3/4�.EMT, (1)AWG #10, THWN-2. Black Voc* =260.41 VDC Isc =9.09 ADC �(2)AWG 16 PV Wire, 600V, Black Voc* =260.41 VDC Isc =9.09 ADC ® (1)AWG 110, THWN-2, Red Vmp =186 VDC Imp=8.39 ADC O Is�F(1)AWG #10, Solid Bore Copper EGC Vmp =186 VDC Imp=8.39 ADC (1)AWG #10, THHN/THWN-2, Green EGC CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-9258308 00 PREMISE OWNER: DESCRIPTION: DESIGN: ' ■ CONTAINED SHALL NOT BE USED FOR THE SPEC (DESIGNER), LOT 167 AMBER LEAF' — LOT 167 Wubing Ye -- SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC.; MOUNTING SYSTEM: �.� � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 36477 ACANTHUS CT 3.12 KW PV ARRAY ►,� PART TO OTHERS RECIPT'S ORGANIZATION. EXCEPTIDE IIN CONENEC11ON WITH [MODULES- LAKE ELSINORE, CA 92532 THE SALE AND USE OF THE RESPECTIVE (12) KYOCERA # 'KU2606XPA 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET. REV: DATE: Son Mateo, CA 94402 PERMISSION of SOLARCITY INC. 5555555555x5 T:(650) 638-1028 F.(650)638-1029 ABB PVI-3.0-0UT07S—US—Z—A THREE LINE DIAGRAM PV 5 9/11/2015 (888)-SOL-CITY(765-2489)www.solarcity.com ELECTRICAL CALCULATIONS String and 2 Combined Strings Module Type: Module Count: lcont= (Amps): Kyocera 260 1000V 12 11.36 Branch Circuit Individual MPPT 1 strings per Branch A 1 strings per Branch B 6 modules per series string 6 modules per series string String Branch A Branch B Conductor: Conductor: Conductor: Icont * 1.25 = (Amps) 14.2 14.2 14.2 30 deg C ampacity = 40 40 40 PV Wire Size: AWG #10 AWG #10 AWG #10 Icont = (Amps)* 11.36 11.36 11.36 Start ampacity 40 40' 40 Temperature derate (%=F) 0.71 0.71 0.71 Conduit fill derate (%_#) 1 0.8 0.8. Derated ampacity 28.4 22.72 22.72 Icont * 1.25 = (Amps) 14.2 14.2 14.2 Ampacity 40 40 1 40 Inverter Output Inverter Type: Inverter Count: Total ABB PVI-3.0-S AFCI 1 Icont = (Amps): 14.5 Icont * 1.25 = (Amps) 18.12 OCP Size = 20 Conductor 3: AWG #10 THWN-2 Icont *. 1.25 = (Amps) 18.12 30 deg C ampacity = 40 Icont = (Amps) 14.5 Start ampacity 40 Temperature derate (%=F) 0.91 Conduit fill derate (%=#) 1 Derated ampacity 36.4 Icont * 1.25 = (Amps) 18.12 tz iuAmpacity 35 Lite%. .o CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-9258308 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE SPEC (DESIGNER), LOT 167 AMBER LEAF — LOT 167 Wubin Ye ���`• • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 9 solarCity. NOR M ALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 36477 ACANTHUS CT 3.12 KW PV ARRAY 'i� ORGANIZZATION, ESXCEEPT1IN CON THE NECTION WITH MODULES: LAKE ELSINORE, CA 92532 THE SALE AND USE OF THE RESPECTIVE (12) KYOCERA # KU2606XPA 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET- REV: DATE: San Mateo, CA 94402 PERMISSION OF SOLARCITY INC. ABB PM-3.0-OUTD-S-US-Z-A 5555555555x5 ELECTRICAL LOAD CALCULATIONS PV 9/11/2015 (888)(SOL)CITY(765-2489)50www olrcityaam CAU I ION. POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 36477 Acanthus Ct AC " DISCONNECT ------ L� rJ r n L, r J I L� I L, L—J I t UTILITY SERVICE INVERTER AND DC DISCONNECT _ ------------------- ------- SOLAR PHOTOVOLTAIC ARRAYS) -I PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-9258308-00 PREMISE OPMER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J g-9 2 5 8 3 0 8 00 CONTAINED SHALL NOT BE USED FOR THE SPEC (DESIGNER), LOT 167 AMBER LEAF — LOT 167 Wubing YeBENEFIT OF -- solarCity.IT BE DICL " NOSED IN WHOLE OR IN T SOLARCITYANC., MOUNTING SYSTEM: NOR SHALL 36477 ACANTHUS CT 3.12 KW PV ARRAY •►; PART TO OTHERS OUTSIDE THE RECIPIENTS ZEP ZS Tile STile ORGANIZATION, EXCEPT IN CONNECTION MATH MooULEs LAKE ELSINORE, CA 92532 THE SALE AND USE OF THE RESPECTIVE (12) KYOCERA # KU26O6XPA 3055 Clearview way . SOLARCITY EQUIPMENT, WITHOUT THE WRI1104 — PAGE NAME SHEET: DATE San Mateo, CA 94402 PERMISSION OF solARalY INC.. INVERTER.- 5555555555X5 T:(650) 638-1028 F:(650)638-1029 ABB PM-3.0—OUTD—S—US—Z—A SITE PLAN PLACARD PV 6 9/11/2015 (888)-SOL-CIT.Y(765-2489) www.solarcity.com WARNING:PHOTOVOLTAIC POWER SOURCE PV SYSTEM Label Location: Label Location: Label Location: WARNING ' Per Code: D.'ISCO-NNECT FORPer Code: CRC-R331.2UThLITY O.PERATI'ON _ ELEGTRIC SHOCK.HAZARD, CEC �, THE DC CONDUCTORS•OF THIS Label _ PHOTOVOLTAIC.SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC QC MAYBEOENDERGIZEDINVERTERIS UNGROUNDED DISCONNECT CEC 6.0 .14.C.2 Label Location: WARNING ' Per ..- ELECTRIC SHOCK HAZARD•_ Location: CEC ��� DO NOT TOUCH TERMINALS .17 MAXIMUM POWER- A TERMINALS ON BOTH LINE AND P-O.INT CURRENT(Imp)- Per CodeCEC LOAD SJDES MAY BE ENERGIZED MAXIMUM POWER- � 690.53 LN THE OPEN POSITION POINT VOLTAGE(Vmp)_ MAXIMUM SYSTEM. V - VOLTAGE(Voc)_ SHORT-CfR.CUIT CURRENT(Isc)_A 1NARNING '_•_ INVERTER`OUTPUT Code: CEC 0 D Label tion: CO'NNECTLON DO NOT RELOCATE ' WARNING THIS OV,E'RCURRENT DEVICE ELECTRICALSHOCK Code:Per HAZARD DO NOT TOUCH TERMINALSCEC 690.17 TERMINALS•ON BOTH LINE AND LOAD 8'IDE'S M'AY BE ENERGIZED _ IN T,HE OPEN Pb51'TION Label • • DC VOLTAGE LS PHOTOVbLTAIC P°OI'NT OF • ALWAYS PRESENT WHEN INTERCO,NNECTIO.N _ Code: CE 50.LAR.MODULES ARE WARNING: ELECTRdC SHOCK EXPOSED T,O SUNLIGHT HAZARD. DO NOT TOUCH _ • CEC 690.17 TERMINALS.'TERMLNALS ON BOTH THE LINE AND LOAD.SIDE'. MAYBE ENERGIZED IN THE OP_ EN POSITION. FOR SERVICE Label • _ • DE-ENERGIZE BOTH SOURCE WARN I N G Per AND MALN BREAKER. PV POWER SOURCE Code: CEC MAXIMUM AC ELECTRIC @HOCK 11AZAR'D' 6. OPERATING CURRENT - A IF A Gf�OUND FAULT IS INDICATED N.O,RMALLY GROUNDED ._ MAXIM•UM AG _ V GO,NbU.CTORS MAY BE OPERATING VOLTAGE _ UNGROUNDE'D'AN'D ENERGIZED _ _ „ r _ Label Location: Label PHOTOVOLTAIC AC ' -•Location: CAUTION Per' P' _ Disconnect _ PHOTOVOLTAIC SYSTEM DISCONNECT '• CIRCUIT ISBAC'KFEDCEC 690.64.13.4 CEC 6.0Combiner (D): Distribution Panel Disconnect (IC): Interior Run . • Label . ..- _ - Integrated DC Disconnect MAXiMUM,AC A ' P• CAUTION • •.• Center OPERATING CURRENT Per ••-: Per Code: Meter MAXIMUM AC . SECOND SOURCE iS OPERATING VOLTAGE ; V • PHOTOVOLTAIC SYCEC STEM ' '• Point of • • ti • ' :� • • Label - • ,i.- ^SoiarCity ZepSolar Next-Level PV Mounting Technology '1151olarCity ZepSolar Next-Level PV Mounting Technology . Zep System Components for tile roofs using replacement tiles L-41V F i tt•ch...T" Arm stud -- T"pMmn:btl w r/ MliNolalim mate,U. rlssHnp.eM nbtmn,tq Y1 Replacement S-Tile r Part No.850-1435 UP AM•md Listed to UL 2703TV- Replacement - maw:roTi.gaxnmg - _ wd 1Ao".R«g Bne , W-Tile ! awr,aK„u�y Part No 850-1437 Listed to UL 2703 tNoanoy eoe - ►>_ '"°"""°'°"° R• Replacement Flat Tile Part No 850-1436 Listed to UL 2703 3 Description Apo r � 9 PV mounting solution for concrete the roofs �O CpMPPt Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond U� LISTED Tile Roof Attachment Kit Interlock Leveling Foot Part No.850-1434 Part No 850-1388 Part No 850-1397 Specifications Listed to UL 2582 Listed to UL 2703 Listed to UL 2703 E'V Designed for pitched roofs 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 Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar-coin zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar 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 with 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 specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 31 14 ZS for Replacement Tile Applications Cutsheet Rev 02.pdf Page: 1 of 2 12 31 14 ZS for Replacement Tile Applications Cutsheet Rev 02.pdf Page: 2 of 2 Solar inverters Additional highlights: ........... - RS-485 communication interface AE36 ng inverters (for connection to laptop or data logger). - Integrated Arc Fault Detection and u i Interruption(-A Version). , t • *NNNt i f Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US AN Mechanical specifications 3300 w.""'^>er,r, Nominal output power 3000W 360OW w 380OW 420OW " Maximum output power wattage 3000 3300' 3300' 3600 4000' 4000' 3300 42001 4200' 4200 4600' 4600' f. W W W W W W W W W W W W Rated grid AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V Input side(DC) Number of independent MPPT channels 2 2 2 2 wo Maximum usable power for each channel 2000W 3000W 3000W 3000W Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(adj.120-350V) Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V Operating MPPT voltage range 0.7 x Vstart-580V(>-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.OA 20.OA 20.OA _ Number of wire landing terminals per channel 2 pairs ,,.....+r• Array wiring termination Terminal block,pressure clamp AWG10-AWG4 Output side(AC) 1Split- 1 1 / Split- 1 1 / split- 1 / 1 / Split- 1 / ; - Grid connection type 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W - Adjustable voltage range(Vmin-Vmax)(V) 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 60Hz Adjustable grid frequency range 57-60.61-1z Maximum current(I°ma.) 14.5 14.5 12.0 17.2 16.0 16.0 16.0 16.0 16.0 20.0 20.0 20.0 Awms Aims.... Anms A_. '°bums..: Antos Awes Ae�..._.A,_ Aanrs._._....p`arns- Aims 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 wiring termination type Terminal block,Pressure clamp,AWG10-AWG4 inverters complements the typical time power tracking and improved - Single phase and split phase output Input protection devices Reverse polarity protection Yes number of rooftop solar panels energy harvesting. grid connection. Over-voltage protection type Varistor,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 detection Pre start-up Riso and Dynamic GFDI(requires f I loating arrays) efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility. Output protection devices of the property. a consistent and stable performance - The high speed and precise MPPT Anti-voltdi e protection Meets UL T74 r,2(IL 547 requirements Over-voltage protection type Varistor,2(L -Lz/L G) across the entire input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A 20A 15A 25A 20A 20A 20A 20A 20A 25A 25A 25A This inverter offers a dual input output power range. tracking and improved energy Efficiency section that processes two strings The transformerless operation gives the harvesting. Maximum efficiency 95.9% 97% 57% 97% CEC efficiency 961X. with independent Multiple Power Point highest efficiency of up to 97.0%. - Outdoor NEMA 4X rated enclosure Operating performance Tracking(MPPT). The wide input voltage range makes for unrestricted use under any Night time consumption <0.6W„, This is especially useful for rooftop the inverter suitable to low power environmental conditions. Stand-by consumption <Bw°„ Communication installations with two different installations with reduced string size. - Integrated DC disconnect switch User-interface 15 characters x 2 lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with international Remote monitoring(1xRS485 incl.) VSN700 Data Logger(opt.) oriented in different directions.(For designed to be a completely sealed Standards(-S Version). Environmental Ambient air operating temperature range -13°F to+140°F with derating above 122°F(50°C) example:East and West unit able to withstand the harshest - p ) Ambient air 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 Acoustic noise emission level <50 db(A)®1 m independent MPPT enable a more Maximum operating altitutde without derating 6560 ft(2000 m) optimal energy harvesting condition. Power and productivity �� t Capability enabled at nominal AC voltage and with sufficient DC power available. for a better world'" 2 ABB Solar Inverters I Product Flyer for PVI-3.0/3.6/3.8/4.2-TL-01JTD KU-60 1000V Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS :► KYOCERa K U-6 0 10 0 0 V Z SeriesStand • Test C• • • Cells per module: 60 x 10) g g A Dimensions: 65.43in/38.98in/1.57in KU255-6XPA KU260-6XPA length/width/height (1662mm/990mm/40mm) Weight: 47.4lbs(21.5kg) CUTTING EDGE TECHNOLOGY -- --- P 255 260 w As a pioneer with four decades of experience in the V 30.8 31.0 V PACKAGING SPECIFICATIONS development of photovoltaic systems, Kyocera drives the MENNEN market as a leading provider of PV products.We �:;, s.z8 8.39 A Modules per pallet: 20 demonstrate our Kaizen philosophy, or commitment toNONE V 38.0 38.3 V Pallets per53'container. 36 continuous improvement, by setting the Industry standard Pallet box dimensions: 66in/40in/43in in the innovation of best-in-class solar energy equipment. 1 8.83 9.09 A length/width height (1675mm/1005mm/1055mm) lirEEMEN P, +5/-0 +5/-0 % Pallet box weight: 1060lbs(480kg) QUALITY BUILT IN Nominal Operating Cell Fempeiature Conditions(NOCI) •UV-stabilized, anodized aluminum frame in black NOCT=80O 1.57 can) d.33" •Supported by major mounting structure manufacturers r 4 5 45 'C POTTED •Easily accessible grounding points on all four corners P-, 183 187 W eozpvss for fast installation v. 27.7 27.9 v 61 •Proven junction box technology with 12 AWG PV wire COtlBECTOR (_I (.1 works with transformerless inverters I- 6.71 A LABEL T B0.1ZE BAR •Amphenol H4-UT)(locking plug-in connectors V„ 35.t v provide safe,quick connections 7.36 A ONE PROVEN RELIABILITY PTc 232.9 w •Kyocera modules confirmed by the Desert Knowledge •. ure •. STABILIZER BAR ents Australia Solar Centre to have the highest average MENNEN output of any crystalline module P 0.45 -0.45 %/°C •First module manufacturer in the world to pass long ENEEME V 0.48 -0.48 %/°C term sequential testing performed by TUV Rheinland Imp 0.02 0.02 %/°C •Only module manufacturer to achieve the rank of "Performance Leader" in all six categories of GTM MEN N V_ 0.36 -0.36 %/°c 38.98"(990n.) I' Research's 2014 PV Module Reliability Scorecard CERTIFICATIONS Operating Temp -40 to+90 -40 to+90 °c Grounding Hole Slotted Hound°g Hole 0.16'(dmm) 0.35-0.tl"(9-12mm) •UL1703 Certified and Registered,UL Module Fire System Performance:Type 2,CEC Design FRAME CROSS SECTION DIAGRAM •NEC 2008 Compliant,IEC 61215/61730,and ISO 14001 Series Fuse Rating 15 A J � Maximum DC System Voltage(UL) 1000 V e Q�pMFq TSB ti YJ OE Hailstone Impact in(25mm)@ 51 mp(23m/s) pCOMPPj\0 -Subject to simulator measurement uncertainty of+l 34. <VOCERA reserves the right to modify these specificatic-s Y.'^J:t not;ce. LONG/SHORT SIDE STABILIZER BAR NEC 2008 COMPLIANT wA.an nc Rex.e s:uc:o UL 1703 USTED a^ nj 062614 a OUR VALUED PARTNER Zep ZS COMP I GROUNDING AND BONDING Zep - Interlock ZS Comp" I Grounding and Bonding Interlock Zep This document describes the mechanics of how the electrical bonding is accomplished between the UL Key side Listed hardware components used in Zep Solar's ZS Comp mounting solution for composition shingle roofs. Part No.850-1388 Zep Compatible"systems do not require running copper conductors to each module.The act of physically UL Listed to UL 2703 / installing each component simultaneously establishes an electrical bond,as described in the following X Tengue sid- pages. Key Side Bonding . - Cutting"tooth" Side view Interlock Module Ground Zep Interlock(Key side shown) Key side in I�JI closed position - Bonding locations Zep Compatible Groove module Cutting'tooth" on Key side Forced interference during rotation with Zep Groove g of Interlock Zep causes teeth to cut through anodization on module -----"`\ frame,resulting in robust and UL -----�--'-"'� \ certified handing path --� - Tongue Side Bonding Tongue side in closed position Down-roof Leveling Foot ._ ' Module O L611 ZS Comp Cutaway Illustration Cutting"teeth" Forced interference between mating parts from module t-. Bonding location on rock-in motion cuts into module frame.removing Tongue side anodization and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsotar.com Document 800-1478-001 Rev A www.zepsotar.com PAGE: 1 of 5 PAGE: 2 of 5 ©2013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. 02013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. Date Last Exported:June 25,2013 4:45 PM Date Last Exported:June 25.2013 4:45 PM 03 ZepSoL ii ZS COMP I GROUNDING AND BONDING ZepSolal ZS COMP I GROUNDING AND BONDING Interlock, continued Leveling Foot Tongue side Key side Spring clip Part No.850-1388 - UL Listed to UL 2703 —- Bonding Path - Key and Tongue Part No.850-1397 The Leveling Foot top portion(the Rockit)has a stainless steel UL Listed to UL 2703 spring clip that bonds to the adjacent module frame on both The Interlock bonds modules on all sides to create a hyper- Key and Tongue sides. bonded array where every module is structurally and electrically bonded to the surrounding modules. - Leveling Foot- Bonding With Module Frame M d le T Tongue side O Down-cool 2% O 0 nerl'ck _ Key side Key side inserts into Zep Groove(rock-in) Module in next row drops in on the Tongue side Bonding Path - Array Bonding Path - North and South Modules iiiiiiiiiiiiiiiiie Interlock Bonding location on Key side A/ �p Bonding path ■ Leveling Foot ®' -- �� �/ . ■ 110, Bonding path _ 7M__ -¢ !✓' s ^'� T� . Bonding location on Module rotation during drop-in creates forced ' I Down-roof Tangueside interference between Zep Groove and spring clip, 1 Down-roof n cutting into module frame,removing anodization and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsotar.com PAGE: 3 of 5 Document 800-1478-001 Rev A www.zepsotar.com PAGE: 4 of 5 C 2013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. C 2013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. Date Last Exported:June 25,2013 4:45 PM Date Last Exported:June 25,2013 4:45 PM ZepSolal ZS COMP I GROUNDING AND BONDING Ground Zep Se screw Key side The Ground Zep provides a single point of connection for the Equipment Grounding Conductor(EGC)from the array to a building ground. Ground wire channel Part No.850-1172 UL Listed to UL 467 and UL 2703 Ground Zep Installation 2 O3 4 Insert Ground Zep into Zep Groove of module frame. Use the Flat Too to rotate the Ground Zep 90 degrees,so that set screw Insert copper EGC into ground wire on array perimeter is pointing straight up. channel.Tighten set screw using torque values shown in the ZS Comp Installa- tion Manual. Bonding Path - Array to Ground OGround Zep Equipment Ground �— Conductor Bonding path { _l Down-roof Document 800-1478-001 Rev A www.zepsotar.com PAGE: 5 of 5 C 2013/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. Date Last Exported:June 25,2013 4:45 PM SolarCity Standard BOX 4J NOTICE OF COMPLETION U AND AUTHORIZATION TO APPLY THE UL MARK The SolarCity Standard Box 4J is a • Manufactured to meet UL 1741 Standards. 12/21/2013 unfused Junction Box. The box Solarcity Corp 4-String •Non-Metallic,Corrosion Resistant NEMA 4X Enclosure. Alex Yang is highly configurable and adaptable 3055 Clearview Way using the (4)jumper blocks included in • Factory-Installed Cordgrip Enhances Installation Speed. 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! UUs 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 I 't v • Voltage Rating[VDCJ :600V Follow-Up Service Program. To provide your manufacturer(s)with the intended authorization to use the UL Mark, J3 you must send a copy of this notice to each manufacturing location currently authorized under E318537,Volume 1 _r__ • Maximum DC Current[A]: 57A and including any special instructions as indicated in the addendum to this letter. • Maximum Continuous Current 42A [A]: Records in the Follow-Up Services Procedure covering the product are now being prepared and will be sent in the 4; near future. Until then,this letter authorizes application of the UL Mark for 90 days from the date indicated above. • Maximum Voltage[VDC]:600V • 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 htto://www.ul.corWEAResponsibilities • 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. i 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.Carney@ul.com NBKD9C5-90BA67 °SolarCity o October 2013 This is an electronically generated letter Signatures are not required for this document to be valid. Page 1 of 1