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OLIVE TREE COURT 32445 _14-00001767
CITY 'OF LAKE �= LSljA0R E BUILDING & SAFETY ' DREAM EXTREMETM 130 South Main Street PERMIT JOB ADDRESS . . . . . 32445 OLIVE TREE COURT DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR HOMCHICK MICHAEL SOLARCITY CORP. HOMCHICK KAREN 3055 CLEARVIEW WAY 32445 OLIVE TREE CT SAN MATEO, CA 94402 LAKE ELSINORE CA 92530 650-638-1028 LIC EXP 0/00/00 A. P. # . . . . . 370-351-014 2 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 15, 000 ZONE . . . . . NA 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 PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 45 . 10 45 . 10 . 00 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEES 169 . 13 169 . 13 . 00 TOTAL 497 . 98 214 . 23 283 . 75 SPECIAL NOTES & CONDITIONS ROOF MOUNTED SOLAR WITH 32 PANELS & 1 INVERTER DF Dabemi;, t'• Rec ;ins _'f-'i_�; 1. k 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 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 iob a_nd the structure:s no,;nten dAed.,r offered for sale. 3.I,as owner of the property,am exclusively contracting with licensed contractors to constrict the You must furnish PERMIT NUMBER and theK4. ct. JOB ADDRESS for each respective inspection: certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job certified copy thereof. at all times: . sanot 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. EL01 Temporary Electric Service PL01 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BPO4 Slab Grade PLO1 Underground Water Pipe SSO1 Rough Septic System SWOT On Site Sewer BPO5 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 shear wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit 1 t EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 Rough Mechanical N4E02 Ducts,Ventilating PLO4 Rough Gas Pipe/Test PL02 Roof Drains BP10 Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BP11 Lathing&Siding PL99 Final Plumbing EL99 Final Electrical NM99 lFinal Mechanical BP99 lFinal Building Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Fotms building be in released by the City P001 Pool Plumbing/Pressure Test P003 I Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa CITY OF ' LS I I`IO LADE RE_ DREAM EXT RE N4 E ,-M 130 South Main Street APPLICATION FOR AP LON 10767 BUILDING PERMIT APPLICATIO RE IVED / ( DAT VALUATION CALCULATIONS ���✓f BUI ING A ESS 1st FLOOR SF ` TZCT BLOCK/PAGE LOT/PARCEL 2nd FLOOR SF NAME 3rd FLOOR SF O W MAILI G E CITY STATE/ZIP���„ STORAGE SF R L� s I h reby 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 full force and effect. OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS 888104/bc10c46-Ax# / T NAME VALUATION: !�� R SOlarclt —� A MAILING C ADDRESS 3055 Clearview Way FEES T CITY STATE/ZIP PHONE O San Mateo (,A 94402 650-638-1028 BUILDING PERMIT �J$ R CONTRACTOR'S SIGNATURE U—A1E PLAN CHECK NAME LICENSE# A PLAN REVIEW �/ ( I 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 ❑I certify that I have read this application and state that the ❑CONDOMINIUME HAZARD YES above information is correct. I agree to comply with all city ❑TOWN HOMES AREA? NO and county ordinances and state laws relating to building 0 COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: tion purposes. ❑DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION 1� /I/,�/ Signature of Applicant or Agent ate �- Agent for [:Rxcontractor ❑ owner Agents Name BPvPrly Miller Agents Address 41568 Eastman Dr. M u rrieta CA 92562 951-291-8703 !'"`r` "'''' He.- 3 P' L "'° -- ; ..���. ..gay vw� ...gyp - — i.-. :..e :, ...r..-•.,--- V11 Version#37.4 GSolarCity. WS 3055 Clearview Way,San Mateo, CA 94402 (888)-SOL-CITY (765-2489) I www.solarcity.coin June 25,2014 Project/Job# 9253296 RE: COVER LETTER Project: Homchick Residence 32445 Olive Tree Ct Lake Elsinore,CA 92530 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = 2013 CBC,ASCE 7-10,and 2012 NDS - Risk Category = III -Wind Speed = 110 mph, Exposure Category C -Ground/Roof Snow Load = 0 psf �r' - MP2: Roof DL = 14 psf, Roof LL= 18.5 psf r°'i y1 y 6�y�..,...�Jd „1:J On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. The structural roof framing and the new attachments that dire o the vi loa Ing from PV rd1vsAv8MrWbd and determined to meet or exceed requirements of the 2013 CBC. Please contact me with any questions or concerns regarding this project. �] Sincerely, ( "tf v 1 ( +ram -�.•._�.r-` Abe De Vera, P.E. Civil Engineer Main: 888.765.2489,x7526 � email: adevera@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (88 (.P F(R4029� 06.25.2014 Tivi ystemVersion#37.4 SleekMounStructural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Homchick Residence AHJ: Lake Elsinore Job Number: 9253296 Building Code: 2013 CBC Customer Name: Homchick,Karen Fay Based On: IRC 2012/IBC 2012 Address: 32445 Olive Tree Ct ASCE Code: ASCE 7-10 City/State: Lake Elsinore, CA Risk Category: 1I Zip Code 92530 Upgrades Req'd? No Latitude/Longitude: 33.626296 117.313601 Stamp Req'd? Yes SC Office: Murrieta PV Designer: Cliff Williams Calculations: Brad Taylor EOR: Abe De Vera P.E. 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 u t 9 a z 4 i` p yr y 32445 Olive Tree Ct, Lake Elsinore, CA 92530 Latitude: 33.626296, Longitude: -117.313601,Exposure Category:C SEISMIC CONSIDERATIONS Seismic sign Criteria (per USGS Seismic Design Code ASCE 7-10 Latitude 33.6263 Longitude -117.3136 SRA at Short Period SS 2.027 USGS SRA at is Period Sl 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' 0.4a&SDC>_D? I - i ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Wei ht of Proposed PY S stem Area Dead Load Weight PV System Weight 564 sf 3 vsf 1691 ibs Total Weight of PV System W(Pvl 1 1,691 Ibs Wei "ht of Roof on Existing Building Sum Area of MPs with PV 1056 sf Portion of Roof Weight Area Dead Load Weight Roof 1,056 sf 14.0 psf 14,779 Ibs Ceiling 1056 sf 6.0 psf 6,334 Ibs Interior Walls Crop Half) 520 sf 6.0 psf 3,119 Ibs Exterior Walls Mp Hal 520 sf 9.0 psf 4 679`lbs Net Weight of Roof Under PV W exist 28,911 Ibs Check%Increase of Roof Weight/ Seismic Shear Load %Increase of DCR of Lateral 5.9% IBC Sect. Force Resisting System I W(Pv)/W(exist) Increase Seismic Shear Load< 10% -> [OKI 3404.4 Note: Seismic base shear is directly proportional to roof weight. LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Roofing Type Spanish Tile Roof 100 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 05 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 1.3 psf Total Roof Dead Load 14"psf MP2 14.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-10 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 6/12 Tributary Area Reduction Rl 1 Section 4.8 Sloped Roof Reduction RZ 0.925 Section 4.8 Reduced Roof Live Load Lr Lr=;Lo(Ri);(RZ) Equation 4.8-1 Reduced Roof Live Load Lr 18.5 psf MP2 18.5 sf COMPANY PROJECT WoodWorkso SOFMARF FOR WOOD OfSIGN June 25, 2014 07:01 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 14.00 (24.0) * psf PV LOAD Dead Partial Area No 1.25 19.25 9.00 (24.0) * psf ROOF LL 1 Roof constr. Partial Area Yes 0.00 1.25 18.50 (24.0) * psf ROOF LL 2 Roof constr. Partial Area Yesl 19.25 21.83 1 18.50 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 24'-10.3" 0' 1'-2" 5'-5" 9'-8" 15'-9" 21'-10" Unfactored• Dead 133 224 261 338 98 Roof Live 52 3 2 30 71 Factored: Total 185 227 263 367 169 Bearing: F'theta 723 723 723 723 723 Capacity Joist 4203 4203 4203 4203 3796 Supports 4101 4101 4101 4101 4101 Anal/Des Joist 0.04 0.05 0.06 0.09 0.04 Support 0.05 0.06 0.06 0.09 0.04 Load comb #5 #20 #3 #20 #19 Length 3 .50 3.50 3 .50 3 .50 3 .50 Min req'd 0.50* 0.50* 0.50* 0.50* 0.50* Cb 1.11 1.11 1.11 1.11 1.00 Cb min 1.75 1.75 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 1.25 1.25 Fcp sup 625 625 625 625 625 *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, D.Fir-L, No.2, 2x4 (1-1/2"x3-1/2") Supports:All-Lumber Stud Wall, D.Fir-L Stud Roof joist spaced at 24.0"c/c; Total length: 24'-10.3"; Pitch: 6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 40 Fv' = 162 fv/Fv' = 0.25 Bending(+) fb = 679 Fb' = 1941 fb/Fb' = 0.35 Bending(-) fb = 761 Fb' = 1354 fb/Fb' = 0.56 Live Defl'n 0.05 = <L/999 0.45 = L/180 0.11 Total Defl'n 0.13 = L/615 0.68 = L/120 0.19 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fb'+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 2 Fb' - 900 0.90 1.00 1.00 0.969 1.500 1.00 1.15 1.00 1.00 - 1 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only, V = 159, V design = 141 lbs Bending(+) : LC #2 = D+Lr, M = 173 lbs-ft Bending(-) : LC #1 = D only, M = 194 lbs-ft Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Spanish Tile Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware SM Tile Roof Slope 240 Rafter Spacing 24"O.C. Framin Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only 12" Tile Attachment System Tile Roofs Only SM Tile Standing Seam 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 Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2' Wind Pressure Calculation Coefficients' Wind Pressure Exposure KZ 0.85 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)(V^2) Equation 30.3-1 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.30.4-2A/B/C-5A/B Ext, Pressure Coefficient Down GCmown) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p =qh (GC ) Equation 30.4-1 Wind Pressure U -19.6 psf Wind Pressure Down 16.0 psfd 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 20 sf f PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -197 Ibs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR 44.2% 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 psf Net Wind Uplift at Standoff T-actual -219 lbs Uplift Capacity of Standoff T-allow 446 Ibs Standoff Demand/Capacity DCR`r 49.0% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING ALL EXPOSED CONDUIT WILL BE PAINTED TO AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, MATCH HOUSE. BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. ALL LABELS WILL BE MADE FROM REFLECTIVE DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE MATERIAL. EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. SMOKE AND CARBON MONOXIDE DETECTORS TO BE EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING INSTALLED PER CRC R314 AND R315. GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. Fe GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL map - l✓i '` HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) Y , I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER CITY OF LAKE , Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC BUILDING DIVISI kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN CD0 ON LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY wkN MIN MINIMUM UL LISTING. 0) �. a (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE 0 (A, PERMIT # �� NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE - NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING nw OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE CD V POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND 0 — _ PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. APPRO ED SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINI MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached CA # 888104 1. THIS SYSTEM IS GRID—INTERTIED VIA A ' � C-10 UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ' JBen Liu 3. SOLAR MOUNTING FRAMES ARE TO BE $f &PIr o GROUNDED. v 4. ALL WORK TO BE DONE TO THE 2013 MODULE GROUNDING METHOD: * CALIFORNIA BUILDING CODE AND THE 2013 CALIFORNIA RESIDENTIAL CODE. REV BY DATE COMMENTS AHJ: Lake Elsinore 5. ALL ELECTRICAL WORK SHALL COMPLY WITH aEVA NAME DATE COMMENTS THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2013 CALIFORNIA ELECTRIC CODE. x UTILITY: Southern California Edison PREMISE OWNER: _ DESCRIPTION: .. _! DESIGN: CONTAINED AL— THE INFORMATION HEREIN JOB NUMBER: ��Nle[�0����'�` , CONTAINED SHALL NOT BE USED FOR THE JB-9253296 �� HOMCHICK, KAREN FAY HOMCHICK RESIDENCE Cliff Williams �. J Y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 32445 OLIVE TREE CT 8.16 KW PV ARRAY ��` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile PART TO OTHERS OUTSIDE THE RECIPIENTS LAKE ELSINORE, CA 92530 MODULES:ORGANIZATION, EXCEPT IN CONNECTION NTH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-255PA05.18 PAGE NAME: SHEET: REV: DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T:(650)638-1028 F:(650)638-1029 Multiple Inverters PERMISSION OF SOLARCITY INC. INVERTER' 9516091728 COVER SHEET PV 1 6/25/2014 (888)—SOL—CITY(765-2489)www.solarcity.com Ben Liu PITCH: 24 ARRAY PITCH:24 o MPi AZIMUTH:210 ARRAY AZIMUTH:210 L3"4- AND Spanish Tile STORY: 1 Story STAMPED AND SIGNED PITCH: 24 ARRAY PITCH:24 MP2 AZIMUTH: 120 ARRAY AZIMUTH: 120 FOR STRUCTURAL ONLY I MATERIAL:Spanish Tile STORY: 1 Story 3_Fire Setback - - - - - - - ti:r r< jN C 52202 I�TI � ' C � a tip. I °� LEGEND zi/9 Front Of House ( y� a� (E) UTILITY METER & WARNING LABEL v LLI m� INVERTER W/ INTEGRATED DC DISCO Ml & WARNING LABELS o I DC e DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS I B 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER — 3'Fire Setback — — — — Q STANDOFF LOCATIONS MPi CONDUIT RUN ON EXTERIOR _ d --- CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED (H) Fe— (9 Inv L_�J TOTAL ARRAY AREA (SF): 575 SITE PLAN TOTAL ROOF AREA (SF): 2599 Scale: 1/8" = 1' TOTAL ARRAY AREA IS a 22.14 0 1' 8' 16' S PERCENT OF TOTAL ROOF AREA PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL— THE INFORMATION HEREIN roe NUMBER: JB-9253296 00 Cliff Williams SolarCity. CONTAINED SHALL NOT BE USED FOR THE HOMCHICK, KAREN FAY HOMCHICK RESIDENCE �,,,, r NORBENEFIT OF SHALL T"BE"E EXCEPT SOLARCITY DISCLOSED N WHOLE ORCIN Mou"n"G SYSTEM: Tile 32445 OLIVE TREE CT 8.16 KW PV ARRAY '�` PART TO OTHERS OUTSIDE THE RECIPIENTS ZEP ZS Tile STile ORGANIZATION, EXCEPT IN CONNECTION WITH [MODULES: LAKE ELSINORE, CA 92530 THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-255PA05.18 PAGE NAME Son3055 Mateo,CA Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN SHEET: REV: DATE T:(650)638 1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: 9 51 6091 728 SITE PLAN PV 2 6/25/2014 (888)—SOL—CITY(765-2489)www.solorclty.com Multiple Inverters Ben Liu Sl 4'-3" 4'-3"— —1"— --6'-1" 1'— (E) LBW A SIDE VIEW OF MP2 NTS MP2 X-SPACINGIX-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" 19" TOP CHORD 2X4 @ 24"OC ROOF AZI 120 PITCH 24 STORIES: 1 ARRAY AZI 120 PITCH 24 BOT CHORD 2X4 @24"OC S-Tile(Cement) Azd '` _ 4 INSTALLATION ORDER REMOVE TILE, LOCATE & MARK ` %;c�• � �� " DIA THREADED STUD (1) RAFTER LOCATION.PLACE STANDOFF & NUT BASE & DRILL PILOT HOLES. " IV��-�aQ` ZEP LEVELING FOOTIR ----------- rf ZEP TOP ARM 2) CLEAN PAPER AROUND PILOT HOLE. . _="" ZEP ANTI—ROTA11ON PLATE (6) M10 BOLTS (5) SEAL PILOT HOLES AND BOTTOM OF MOUNTING BASE (1) (3) STANDOFF SEALANT.WITH YURETHANE (E) TILE (E) ROOF DECKING 4) LAG STANDOff BASE INTO RAFTER. (E) RAFTER (2) DIA LAG BOLT V (3) 5) PLACE FLASHING AND ATTACH (2— " EMBED, MIN) SEALING SPACER WITH SINGLE BOLT. E ZEP BAR. THEN INSTALL qkLEVELINCG FOOT WITH BOLT & WASHER. S1 STANDOFF Scale: 1 1/2"= 1' PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: � CONTAINED SHALL NOT BE USED FOR THE JB-9253296 00 HOMCHICK, KAREN FAY HOMCHICK RESIDENCE Cliff Williams `SolarCity. 32445 OLIVE TREE CT 8.16 KW PV ARRAY ��� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile PART TO OTHERS OUTSIDE THE RECIPIENTS LAKE ELSINORE, CA 92530 MODULES:ORGANIZATION, EXCEPT IN CONNECTION W1TH 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-255PA05.18 PAGE NAME: SHEET: REV: DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PV 3 6/25/2014 (886)(SOL)CITY(765-24A9)638-1028 5www.solar Ry.com PERMISSION OF SOLARCITY INC. Multiple Inverters 9516091728 STRUCTURAL VIEWS Ben Liu UPLIFT CALCULATIONSCD SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-9 2 5 3 2 9 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE HOMCHICK, KAREN FAY HOMCHICK RESIDENCE Cliff Williams �. r SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: j�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 32445 OLIVE TREE CT 8.16 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION NTH 3055 ClearNew Way THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-255PA05.18 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. Multiple Inverters 9516091728 UPLIFT CALCULATIONS PV 4 6/25/2014 (888)—SQL—CITY(765-2489)www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) UFER AT PANEL Panel Number: Inv 1: DC Ungrounded INV 1 -(1)POWER-ONE AURORA PM-4.2-OUTD-S-US-Z-A LABEL: A -(32)TRINA SOLAR ## TSM-255PA05.18 CA # 888104 WITH IRREVERSIBLE CRIMP Meter Number:301439392 Inv 2: DC Ungrounded FCI Inverter, figbee 420OW, 24OV, 96% PV Module; 255W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP Enabled C-10 Underground Service Entrance INV 2—(1)POWER—ONE lI AURORA PM-3.0—OUTD—S—US—Z—A LABEL- B Ben Liu FCI Inverter, Zigbee 3000W, 24OV, 96% Voc: 37.7 Vpmax: 30.5 1%— CD INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 1 0 1►,U � SolarCity E 125A MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES. 1 E 10OA/2P MAIN CIRCUIT BREAKER BRYANT Inverter 1 IND 100A/2P 9 (N) 125A Load Center TAURORA POWER-ONE DONOT A DC+ DJUSTMIN.ACTIVATION V LTAGE PVI-4.2-OUTD-S-US-Z-A - pc_---—1 string(s)of 13 on MPz- (E) LOADS B 25A/2P --————------ — ------- — EGC ---� Li I zaov (—--——————— �• L2 DC+ I • N DG I 4 2 50A/2P _ _ _EGC/ ___ DC+ DC+ S M N.ACTIVATION VOLTAGE TO 178V (C 113) ------------------------------------- r GEC T N DG pC_ 1 String(s)Of 6 On MP2 8 z GND __ EGC--- ————————— --—————————— EGC Tj I (1)Conduit Kit; 3/4" EMT N Inverter 2 PAR I I EGC/GEC — I B POWER—ONE a --- -- I AURORA PVI-3.0-OUTD-S-US-Z-A Z " 20A/2P _—— GEC —— i L1 r zaov — L2 TO 120/240V I N 6 3 DO NOT ADJUST MIN.ACTIVATION V LTAGE SINGLE PHASE I L_ ---------------- EGC/ _ DC+ DC+ UTILITY SERVICE I —————— GEC N DC- pp. 1 String(s)Of 13 On MP2 I IL— GND __ EGC———————————————————————---- — —,————— — — EGC-----------------� I 1 CONNECT TO THE EXISTING GEC OR BY IRREVERSIBLE CRIMP TO EXISTING GROUND WIRE. Voc* = MAX VOC AT MIN TEMP POI (1)CeakHA� 0AC2 0P2SpacesudplxR (1)BLYdNneR812512 A (i)S2sTRM SIFUDNGOUEDXBrer,, 2O1P-57PA/l , , BREAKER oaCet5A0/24OV, NEMA 3R AC GS, UNSERND DC —(1)CBreaker,H 25A�2P#2 Spaces (1)Breaker,H 2OAEf 2P#2 Spaces 9 O (1)AWG#B, THWN-2, Black _____�_____ ____� _1(AA_WG#1#10, THWN-2, Black — W -- 1 AWG/10, THWN-2, Black Voc* =252.98VDC Isc =8.92 ADC 2 AWG #10, PV WIRE, Black Voc* =548.13VDC Isc =8.92 ADC 191—(1)AWG #8, THWN-2, Red O (1)AWG#10, THWN-2, Red ®�(1)AWG 110, THWN-2, Red Vmp =183 VDC Imp=8.36 ADC O (1)AWG#10, Solid Bare Copper EGC Vmp =396,5 VDC Imp=8.36 ADC 1L�L(1)AWG 18, THWN-2, White NEUTRAL Vmp =240 VAC Imp=34.5 AAC LLL���LLL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20 AAC "`���(1)AWG/10, T1iWN-2, Green EGC. .. .. .. . .. .. . . . . . . . . . .. . .. . ... . . . . . . . . . . . . . . . .... .. . . . . . . . . .. . . . . . . .. . . . . . . . . .. . -(1)AWG#8,_1HWN72,.Green _. EGC/GEC.-(1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . .. . . .. (1)AWG#B,.TFIWN-2,.Greeq.. EGC/GEC.-(1)Conduit.Kit;.3/4".EMT.. ,, . . , . . . (1)AWG 110, THWN-2, Black Voc* =548.13VDC Isc =8.92 ADC (2)AWG#10, PV WIRE, Black Voc* =252.98VDC Isc =8.92 ADC 1)AWG 10, THW N-2, Black O 1)AWG 10, THWN-2, Red Vm =396.5 VDC Im =8.36 ADC O (1)AWG#10, Solid Bare Copper EGC Vmp =183 VDC Imp=8.36 ADC � # 5 ( # p p- IJ ®�(1)AWG#10, THWN-2, Red .(5) .. .. . . .�1)AWG#10, THWN-2,.Green.. EGC. . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC (1)AWG 110, THWN-2, Black Voc* =548.13 VDC Isc =8.92 ADC (2)AWG#10, PV WIRE, Black Voc* =548.13 VDC Isc =8.92 ADC . . , , ,, ,-0)AWG#8,.THWN-2,.Green._ EGC/GEC.-(1)Conduit.Kit;.3/4',EMT,, ,, ,, , , . . © (1)AWG 110, THWN-2, Red Vmp =396.5 VDC Imp=8.36 ADC O (1)AWG#10, Solid Bare Copper EGC Vmp =396.5 VDC Imp=8.36 ADC . . ., , , ,.(1)AWG#10, THWN-2,.Green.. EGC. , , .-(1)Conduit,Kit;,3/4",EMT,, , . , ,. , , . . . . . . .. .. . . .. . . .. . . . . .. . . .. . . . . . . . . .. . . . . . . . . .. . . .. . . . . ... . . . . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J -B 9 2 5 3 2 9 6 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\\ CONTAINED SHALL NOT BE USED FOR THE HOMCHICK, KAREN FAY HOMCHICK RESIDENCE Cliff Williams �:;solarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'J NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 32445 OLIVE TREE CT 8.16 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: LAKE ELSINORE CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-255PA05.18 PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 29 PERMISSION OFSOLARCITY ISOLARCITY INC. THE WRITTEN INVERTER: 9516091728 PV 5 6 25 2014 (888)(SOL>CITY(765 2489)638-1028 5www.solarcity.com Multiple Inverters . THREE LINE DIAGRAM / / CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 32445 Olive Tree Ct INVERTER AND DC DISCONNECT INVERTER AND DC DISCONNECT r-----� UTILITY SERVICE ' rJ I I I r--J I I I L 1 I I I I I I I I I I r----------------------- — SOLAR PHOTOVOLTAIC ARRAYS) L--------------------- — J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-9253296 00 Cliff Williams SolarCity. CONTAINED SHALL NOT BE USED FOR THE HOMCHICK, KAREN FAY HOMCHICK RESIDENCE Nj.i BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: bilk NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile STile 32445 OLIVE TREE CT 8.16 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS LAKE ELSINORE, CA 92530 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (32) TRINA SOLAR # TSM-255PA05.18 PAGE NAME SHEET: REV: DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PV 6 6/25/2014 (888)(SOL,CITY(66 2489)5www.solaroty.com PERMISSION OF SOLARCITY INC. Multiple Inverters 9516091728 SITE PLAN PLACARD Label Location: Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE WAp N I N G 'Per Per • Code:PV SYSTEM f� DISCONNECT FOR • UTILITY OPERATION ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS Label Location: PHOTOVOLTAIC'SYSTEMRRE • BE USED WHEN UNGROUNDEDAND PHOTOVOLTAIC DC D MAY BE ENERGIZED INVERTERIS Per Code: UNGROUNDED CEC DISCONNECT .•0 .14.C.2 Label Location: WARNING ' Per ..- iELECTRIC SHOCK HAZARD LabelLocation: CEC �.� DO NOT TOUCHrTERMINALS MAXIMUM POWER- TERMINALS ON BOTH LINE AND POINT CURRENT(Imp)�qPer Code: LOAD SIDES MAY BE ENERGIZED MAXIMUM POWER- CEC 690.53 ' IN THE OPEN POSITION POINT VOLTAGE(Vmp)-V MAXIMUM SYSTEM V VOLTAGE(Voc) SHORT CIRCUIT CURRENT(Isc) ALabel L• • WARNING :_'Code: INVERTER OUTRUT' CONNECTION Label • • DO'NOT RELOCATE> WARNING Code:- THIS OVERCURRENT Per DEVICE ELECTRICAL SHOCK HAZARD CEC • 90.17 DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION Label • - • DC VOLTAGE IS PHOTOVOLTAIC POINT OF -• ALWAYS PRESENT WHEN INTERCONNECTION; Per Code: SOLAR MODULES ARE WARNING: ELECTRIC SHOCK . 0.17 EXPOSED TO SUNLIGHT HAZARD. DO NOT TOUGW TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION.FOR SERVICE /� n Label • • DE ENERGIZE BOTH SOURCE WARN'I N G _ Code: AND MAIN BREAKER: PV POWER SOURCE CEC ELECTRIC SHOCK HAZARD 690.5(C) MAXIMUM AC - IF AGROUND FAULT IS.INDICATED + OPERATING CURRENT NORMALLY GROUNDED MAXIMUM AC - V CONDUCTORS MAY BE OPERATING VOLTAGE UNGROUNDED AND ENERGIZED Label • Label Location: CAUTION AC) (POI) Per Code: (AC):AC Disconnect PHOTOVOLTAIC'AG PHOTOVOLTAIC SYSTEM . DISCONNECTCode: CEC 690.64.13.4 CIRCUIT IS BACKFED' Conduit CEC 6.0 (CB): Combiner :• Distribution Disconnect Interior • • Label Location: Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC - q (POI) CAUTION O Load OPERATINGCURRENTPer Code: DUAL POWER SOURCE Per _ • - MAXIMUM AC SECOND SOURCE IS Point Interconnection OPERATING VOLTAGE _ V . PHOTOVOLTAIC SYSTEM MINIMUM r � .• r- � r � anri• unmu.�m III r ' , r ' , , , n. ninnin• .unw. SC CA Label Set ' mnnnuinnuurw.anninnuimm�inm r � � •� mimn�:. a unnnunnnnuuuuu�nnmun. I TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE Mono Multi Solutions -- DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA @ STC TSM-240 TSM-245 TSM-250 TSM-255 T A05.18 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 941mm Peak Power Watts-PMAx(Wp) 240 245 250 255 260 _ Power Output Tolerance-PMAx(%) 0/+3 0/+3 0/+3 0/+3 0/+3 muai°n o Maximum Power Voltage-VMP IV) 29.7 30.2 30.3 30.5 30.7 o so, Maximum Power Current-IMPP(A) 8.10 8.13 8.27 8.36 8.47 Open Circuit Voltage-Voc IV) 37.3 37.5 37.6 37.7 37.9 TSM 11111 PA05 A 8wsrnuirvceolE Short Circuit Current-Isc(A) 8.62 8.68 8.85 8.92 9.00 8 Module Efficiency nm(%) 14.7 15.0 15.3 15.6 15.9 3 - a STC:Irradiance 1000 W/w,Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. THETRINAMU""'UNT Average efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. E 3 ELECTRICAL DATA@NOCT TSM-24 TSM-245 -TS TSM-255 TSM-260 PA05.18 8 PA05.18 PA05.1805.18 PA05.18 PA05.18 CELL Maximum Power-PMAx(Wp) 174 178 181 184 188 Maximum Power Voltage 26.6 26.8 27.0 27.2 27.4 MULTICRYSTALLINEMQDULE ea""°°°" °" A ' A Maximum Power Current-IMPP(A) 6.55 6.64 6.70 6.77 6.86 WITH TRINAMOUNT FRAME Open Circuit Voltage(V)-Voc(V) 34.7 34.2 34.3 34.4 34.6 Short Circuit Current(A)-Isc(A) 7.04 7.10 7.25 7.31 7.37 (Ay I 812mm 180 NOCT:Irradiance at 800 W/m°,Ambient Temperature 20°C,Wind Speed 1 m/s. OBack View MECHANICAL DATA POWER OUTPUT RANGE Our most versitile product Solar cells Multicrystalline 156 x 156 mm(6 inches) Compatible with all major BOS components and system � designs Cell orientation 60 cells(6 x 10) Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) • ® Weight 18.6 kg(41.0lbs) MAXIMUM EFFICIENCY _ Glass High transparency solar glass 3.2mm(0.13inches) Backsheet White One of the industry's most trusted modules Frame Black Anodized Aluminium Alloy with TrinamountGroove B`�w® ® Over 2 GW sold across all major global markets ® Field prover)performance I-V CURVES OF PV MODULE TSM-245 PA05.18 J Box IP 65 or It 67 rated / Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), ��m _.__ ____ ..._ 1100 mm(43.3 inches) POWER OUTPUT GUARANTEE 9°' l0EeW/m'___--_ - __ _- --- Connector Original MC4 7. 800W/m' Highly reliable due to stringent quality control 5--__ As a leading global manufacturer Over 30 in-house tests(UV,TC,HF,and many more) a° -400w/, - TEMPERATURE RATINGS MAXIMUM RATINGS a--_", of next generation photovoltaic - ® In-house testing goes well beyong certification requirements 21P 20oW/m°._ _ Nominal operating cell 45°C(t2°C) Operational Temperature -40-+85°C products,we believe close 1.""` __ Temperature(NOCT) Maximum System 1000V DC(IEC)/ cooperation with our partners 0.°° Temperature Coefficient of PMAx -0.43%/°C Voltage 600VDC(UL) is critical to success. With local °. to.- 20.- 30.° 40.. - _ Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A presence around the globe.Trina is Voltage(V) able to provide exceptional service Temperature Coefficient of Isc 0.047%/°C to each customer in each market and supplement our innovative, Certified to withstand challenging environmental reliable products with the backing conditions WARRANTY of Trina as a strong,bankable ® 130 km/hr wind load (2400 Pa) partner. We are committed ® 900 kg snow load per module (5400 Pa) 10yearProduct Workmanship Warranty to building strategic,mutually 25 year Linear Power Warranty beneficial collaboration with (Please refer to product warranty for details) 'm installers,developers,distributors and other partners as the backbone of our shared success in CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION a '- '10 Year Product Warranty®25 Year Linear Power Warranty x m,mek c us Modules per box:24 pieces Trina Solar Limited O °- P p www.trinasolaccom ., Modules per container.672 feces C E 1 . eL B8 PV dYCLE a Addtpt°rya)v rureo 0 90% plus from Trfna Satar's Ilnear warrant CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. @7, e y ® ©2013 Trina Solar Limited.All ri his reserved.Specifications included in this datasheet are subject to ti(9 80% - xhr change without notice. gTrin-als""h� � rSmart Energy Together Smart Energy Together Years s 10 15 20 25 3 , .,. N Trina solar a E 6 e e a 4 ® e 0 poffet Me Ronowable flie1gy Solutions Nominal Output Power W 3000 3600 3300 3800 4200 Maximum Output Power W 3000 33002 33002 3600 400W 400W 3300 3800 42002 3000 46002 46002 Rated Grid AG Voltage V 208 240 277 208 240 277 208 240 277 208 240 277 Input Side(OC) Number of Independent MPPT Channels 2 2 2 2 Maximum Usable Power for Each Channel W 2000 3000 3000 3000 Absolute Maximum Voltage(Vmax) V 600 Start-Up Voltage(Vstart) V 200 (adj.120-350) Full Power MPPTVoltage Range V 160-530 120-530 140-530 140-530 Operating MPPTVoltage Range V 0.7xVstart-580 I>=90V) Maximum Current(ldcmax)for both MPPT in Parallel A 20 32 32 32 Maximum Usable Current per Channel A 10 16 16 16 Maximum Short Circuit Current Limit per Channel A 125 - 20.0 20.0 20.0 Number of Wire Landing Terminals Per Channel 2pairs Array Wiring Termination Terminal block,Pressure Clamp,AWG10-AWG4 Output Side(AC) T�ONSkzzs Grid Connection Type 10/2W 10/2W 1 Split- 0/2W Split- 10/2W 10/2W Split- 10/2W 10/2W Split- 10/2W 013W 0/3W 0/3W 0/3W \„ AdjustableVoitage Range lVmin•Vmazl V 183-228 211-264 244-304.183-228 211-264 244304 183-228 211-264 244-304 183-228 211-264 244304 Grid Frequency Hz 60 Adjustable Grid Frequency Range Hz 57-60.5 Maximum Current(lacmax) A., 14.5 14.5 12.0 17.2 16.0 16.0 16.0 16,0 16.0 20.0 20.0 20.0 Power Factor >0.995 The most common residential inverter is the ideal size for an average- GriTotd WringTirmiaeonTyprtion At RatedPewet ss <2 1�-'- Grid Wiring Termination Type Terminal block,Pressure Clamp AWG70-AWG4 sized family home. This family of single-phase string inverter Protection Devices complements the typical number of rooftop solar panels,allowing Input + Reverse Polarity Protection Yes home-owners to get the most efficient energy harvesting for the Over-voltage Protection Type Varistor,2 for each channel size of the property.This rugged outdoor inverter has been designed Pv array Ground Fault Detection Pre start-up Rico and dynamic GFol(Requires Floating Arrays) as a completely led unit to withstand the harshest environmental Output p Y sea Anti-islanding Protection Meets UL 1741/IEE1547 requirements Conditions. External AC OCPD Rating A_ 20 20 15 25 20 20 20 20 20 25 25 25 a Over-Voltage Protection Type Varis[or,2(Li L2/Li-G) Efficiency One of the key benefits of the Uno family of single-phase inverters - Maximum Efficiency v 96.9 97 97 97 is the dual input section to process two strings with independent CEGEfficiency % 96 Operating Performance MPPT especially useful for rooftop installations with two different Night Time Consumption wit <0.6 'r E ` orientations(ie East and West).The high speed MPPT offers real-time Stand By Consumption W., <8,, R �, power tracking and improved energy harvesting. Communication p 9 p 9Y g � User-interface 16 charactersx2lines LCO display Remote Monitoring(1xRS485 Incl.) AURORA-UNIVERSAL(apt) The transformerless operation gives the highest efficient of U t0 Wired Local Monitoring(ixR5485Incl.) PVI-USB R5485.)w(opt),RADIO ODULE(op p 9 9 Y p Wireless Local Monitoring PVI DESKTOP(opt.)with PVI-RADIOMODULE(opt) 97.0%. The wide input voltage range makes the inverter suitable to Environmental �. Ambient Air Operating Temperature Range °F(°Q -13 to+140(-25 to+60)with derating above 122(50) low power installations with reduced string size. Ambient Air Storage Temperature Range °F(°Q -40 to 176(-00 to+80) Y Relative Humidity %RH 0-100 condensing .. y "� ": 2, Acoustic Noise Emission Level db(A)@im <50 Maximum Operating Altitude without Derating it(m) 6560(2000) a Mechanical Specifications Enclosure rating NEMA 4X Cooling Natural Convection Dimensions(HxWxD). in(mm) 33.8 x 12.8 0.7(859 x 325 x 222) • Each inverter is set on specific grid codes which can be selected in the field Weight lb(kg) <47.3(21.3) • Single phase output Shippingweight lb(kg) <60(27.0) • Dual input sections with independent MPPT,allows optimal energy harvesting from two sub-arrays oriented Mounting System Wall bracket Trade size KOs:(tea x 1/2')and in different directions (2eax1-1/4,3 places side,front,rear) Conduit Connections' Side:(2)plugged 3/4"openings,(2)Concentric EKOs 3/4,1" •Wide input range Back;(4)Concentric EKOs 3/4,V • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting DC Switch RatinSHPer Contact) AN 25/600 • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance Safety Isolation Level Transformerless(Floating Array) across the entire input voltage and output power range Safety and EMC Standard UL 1741,CSA-C22.2 N.107.1-01,ULI998 ULl699B,FCC Part 15 Class B • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions Safety Approval CSA., Warranty • Integrated DC disconnect switch in compliance with international Standards(-S Version) Standard warranty years 10 • RS-485 communication interface(for connection to laptop or datalogger) Extended Warranty years 15&20 • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP Available Models Standard-Without OC Swttch and Wiring Box PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI3.8OUTD-US PVI-02-OUTDUS is Integrated Arc Fault Detection and Interruption(-AVersion) Standard-With DC Switch and Wiring Box PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US PVI-3.8-OUTD-S-US PVI-4.2-OUTD-S-US With DC Switch,Wiring box and Arc Fault Detector PVI-3.0-OUTD-5-US-A PIA-3.6-OUTD-S-US-A PVI-3.8-OUTD-S-US-A PVI-4.2-OUTD-S-US-A and Interrupter 'All data Is subject to change without notice ® ® 'Capability enabled at nominal AC voltage and with sufficient DC power available When equipped with optional DC switch and Wiring Box SolarClty SleekMountTM - Tile with The SolarCity SleekMount hardware solu- ®Zep Solar hardware and UL 1703 listed Zep tion is optimized to achieve superior Compatible modules strength and aesthetics while minimizing ®Interlock and ground devices in system UL listed roof disruption and labor.The elimination of to UL 2703 visible rail ends and mounting clamps, ®Interlock and Ground Zep ETL listed to UL 1703 as combined with the addition of array trim all "Grounding and Bonding System" contribute to a more visually appealing system. SleekMount utilizes Zep Compat- ®No the cutting required ibleTM modules with strengthened frames ®Ground Zep UL and ETL listed to UL 467 as that attach directly to Zep Solar standoffs, grounding device effectively eliminating the need for rail and ®Anodized components for corrosion resistance reducing the number of standoffs required. Components ZS Tile Roof Attachment Kit ZS Tile Replacement Flashing Leveling Foot Lag Screw 5/16"Wood Lag Screw I Installation Instructions Drill pilot hole Seal pilot hole Place roof attachment kit Install lag Install flashing to jurisdiction preferences .� (see standoff detail on plans) Secure leveling foot to roof attachment kit using machine screw Place module 'V o January 2014 ,. ZS S COMP I GROUNDING AND BONDING ZepSolar Interlock Interlock Zep ZS CompTM I Grounding and Bonding Keyside This document describes the mechanics of how the electrical bonding is accomplished between the UL Listed hardware components used in Zep Solar's ZS Comp mounting 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 Tongue side pages. Key Side Bonding Cutting"tooth" Side view Interlock Module a Ground Zep Interlock(Key side shown) jf Key side in ---------- closed position -- Bonding locations Zep Compatible module on Key side Forced interference during rotation with ZepGroove Cutting"tooth' of Interlock Zep causes teeth to cut through anodization on module frame,resulting in robust and UL _ certified bonding path Tongue Side Bonding w s, Tongue side in closed position — J —- Leveling Foot Module Down-roof _=-- z w„s„r, t Y � Z 1 � 2S Comp Cutaway Illustration 1 Forced interference between mating parts from module Cutting"teeth" 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 PAGE: 1 of 5 Document 800-1478-001 Rev A www.zepsolar.com 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. ©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 ZepSolar ZS COMP I GROUNDING AND BONDING ZepSolar ZS COMP I GROUNDING AND BONDING Interlock, continued Leveling Foot Tongue side 4 > Key side ;+ Spring clip Part No.850-1388 UL Listed to UL 2703 wr5p I x rOR Bonding Path- Key and Tongue Part No.85oLIL2 The Levelingat Foot bonds to the adjace(the Ro nt module frame frame oness 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 Module 1 Down-roof 2 Tongue side Interlock � � 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 Banding location on ® Interlock C / Key side )r ; Bonding path ® ® Leveling Foot i Bonding path 1101, Bonding location on Module rotation during drop-in creates forced Down-roof Tongue side interference between Zep Groove and spring clip. Down-roof cutting into module frame,removing anodization and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsatar.com Document Bg0-1478-001 Rev A www.zepsotar.com PAGE:4 of 5 PAGE: 3 Of 5 ©2013/EN Zep Solar.Inc.Zep Solar reserves the right to make specifications chnages without any prior notice.All rights reserved. ©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 ZepSalar ZS COMP I GROUNDING AND BONDING Ground Zep Setscrew 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 -Mi� 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 �. O Ground Zep Equipment Ground �— Conductor �i Bonding path 1 Dawn-roof Document 800-1478-001 Rev www.zepsotarcom PAGE: 5 of 5 ©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 Solar City The SolarCity Standard Box 4J is a ®Manufactured to meet UL 1741 Standards. 4-String unfused Junction Box.The box ®Non-Metallic,Corrosion Resistant NEMA 4X Enclosure. is highly configurable and adaptable using the (4)jumper blocks included in ®Factory-Installed Cordgrip Enhances Installation Speed. each box.A factory installed cordgrip ®Break-Thru Skinned-Over Glands on Cordgrip Provide enhances Installer productivity. Weathertight Seal for All Configurations. ®Easily Configurable Terminal Blocks Permit Adaptation to Site-Specific Stringing Needs. Technical Data / pecifications Voltage Rating[VDC]:600V Maximum DC Current[A]:57A n w ' Maximum Continuous Current[A]:42A , n7s �4i4d/ Maximum Voltage[VDC]:600V t Wire Size Range[AWG]:#6 to#14 Enclosure Rating:NEMA 4X d� Operating Temperature Range[°C]:-40 to 50 Typical Overall Dimensions[in]:8"x6"x4" r ';4'solarCity. "� . 7N���ac��a�ti,hrd 'agP"�;�dt91iYU9iS' F October 2013