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13-1577 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001577 Property Address: 78930 RANCHO APN: 646 -370 -007 - Application description: SOLAR Property Zoning: LOW DENSITY Application valuation: 35360 Applicant: LA QUINTA DR RESIDENTIAL Architect or Engineer: ------------------ LICENSED CONTRACTOR'S DECLARATION • �W VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT (' �/` INSPECTIONS (760) 777-7153 BUILDING- PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. j'Sense Class: B CIO C20 Li se No.: 888104 / Date:27 Contractor: !1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury. that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions. Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statemerit that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption.. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does -not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion,.the owner -builder will have the burden of proving that he or she did not build or improve for the purpose ofsale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). 1 _ 1 I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: Owner: PETITE, DONALD C 79830 RANCHO LA QUINTA DR LA QUINTA, CA 92253 Contractor: SOLARCITY CORPORAT 2896 METROPOLITAN POMONA, CA 91767 (650)638-1028 Lic. No.: 888104 -------------------- Date: 2/26/14 WORKER'S COMPENSATION DECLARATION V 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier LIBERTY MUTUAL Policy Number WA766D066265023 1 certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California,. and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith evn ly with those provisions. Date: WARNApplicant: WARNIN FAILURE TO SECUR .ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE; INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner -:and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. - 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is corr ct. I agree to comply with all city and county ordinances and state laws relating to building construction, and he authorize representatives of tpis county t enter upon the above-mentioned property for insp coon purpo - N/ate: Z7 Signature (Applicant or Agent): LQPERMIT r Application Number . . . . . 13-00001577 Permit ELECTRICAL 2013 Additional desc Permit Fee . . . . 47.66 Plan Check Fee .00 Issue Date . . . . Valuation . . 0 .Expiration Date 8/25/14 Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC DEVICES, FIRST 20 23.83 1.00 23.8300 EA ELEC SERVICES 23.83 - --,----------------- --- ------------------- Special Notes and Comments --- --- 16.2kW SOLAR ARRAY - (65) 25OW TRINA PANELS W/ (1) 11,400W FRONIUS INVERTER [1,170SF] 2010 CALIFORNIA ELECTRICAL CODE. February 26, 2014 3:26:30 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 2.00 PLAN CHECK, ELECTRICAL 35.75 PERMIT ISSUANCE M/P/E 90.57 Fee summary Charged Paid Credited' Due _ Permit Fee Total 47.66 .00 .00 47.66 .Plan Check Total .00 .00 .00 .00 Other Fee Total. 128.32 .00 .00• 128.32 Grand Total 175.98 .00 .00 175.98 �UF�, Iain # city of La Quinta Building & Safety Division DEC , P.O. Box 1504, 78-495 Calle Tampico CI o 5 20- " La Quinta, CA 92253 - (760) 777-7012 00/yNj�N Op C,� QUI, Building Permit Application and Tracking Sh yet �' DeV Permit # Zl ` Project Address: 7 1 3� ha Owner's Name: �e�t , d o� A.P. Number: Address: R 0 �a a �•' . �. d Legal Description: City, ST, Zip: oto ^ a Contractor 6 (�`C � ' Telephone - f Address: Address: 3� j'� C leo-rv,•et,� F,a Project Description: d b a o ol,.,, City, ST, zip: s-4co GR fy o 2- �o r A,.� _ / ;;, t.erf�r e,,, Telephone: , is _ p ...;:...;:; <: ;;: " (6. 5- 1!LWA State Lic. # : ��b b City Lie. #t Called Contact Person ` Plan Check Bal—nee Arch., Engr., Designer. 1 1.1 p Address: City., ST, Zip: Telephone: ::• ::»:;:.:-:::><;:;<..::< :::;::;::;>.: State Lic. #:•<;<. ;;';: Name of Contact Person: J 65 e L, , -,da Construction Type: Occupancy: , Project type (circle one): New Add n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 90 Q q7 — Z 7.60 Estimated Value of Project: 3 s 3 6 0 vo APPLICANT: DO NOT WRITF RFl OW THIS I INF # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted 1�. S �� Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Dep 3sit Truss Calcs. Called Contact Person ` Plan Check Bal—nee Title 24 Cales. Plans picked up �„ lia Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for rrectio issue lectrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctio i sue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fecs m1/_IUr^1 +� �Vw[u\q­r U C<SS1Ar�' T - , ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING ALL CONSTRUCTION SHALL COMPLY WITH 2010 AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, ♦"�" BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. PLUMBING, ENERGY, AND GREEN BUILDING CODES DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE AND THE LA QUINTA MUNICIPAL CODE. EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BYC& RECEIVED- EMT (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL FEB. O 5 2014 HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER CITY OF LA QUINTA Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR COMMUNITY DEVELOPMENT Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC ��� :�• kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). CITY Vr" LA QUINTA kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY BUILDING & SAFETY DEPT. (N) NEW MIN UM 7. LISTING. FRAMES SHALL BE GROUNDED AT THE A PP R I` 7 E ® REC'ENEU NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE FOR CONSTRUCTION NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. FEB 2.4 2014 PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE DATE 01U'4 13Y_V— POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND � a-fy OF LA QUINTA PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. CoMMUNVY DEVELOPMENT SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTORD 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 W c WATT GE AT OPEN CIRCUIT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT I , PV1 COVER SHEET • . - . _ PV2 SITE PLAN PV3 STRUCTURAL VIEWS ' PV4 ONE LINE DIAGRAM LICENSE GENERAL NOTES_ PUS ELECTRICAL CALCULATIONS CUTSHEETS ATTACHED CA # 888104 1. THIS SYSTEM IS GRID—INTERTIED VIA A C-4�"r,1�10 UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. ALLWORK TO BE DONE TO THE 2010 9 MODULE GROUNDING METHOD: SLEEKMOUNT CALIFORNIA BUILDING CODE. AHJ: La Quints 5. ALL ELECTRICAL WORK SHALL COMPLY WITH j REV BY DATE COMMENTS + � ' r `•. ,-_ �'� � � , . F. THE 2008 NATIONAL ELECTRIC CODE AS AMENDED , ,o. - = REV A BBLAN I2/10/201 INVERTER LOCATION BY THE 2010 CALIFORNIA ELECTRIC CODE. �' , �- 4 t ., REV B BBLAN 12/21/13 PLAN CHECK COMMENTS UTILITY: Imperial Irrigation District (IID) - .` _19 JB-9221180 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL —THE INFORMATION HEREIN 108 NUMBER:Bryan Blanchard �.:;;SolarCity.CONTAINED SHALL NOT BE USD FOR THE PETITE, DONALD C. PETITE RESIDENCE v NORBENFITSH OF ANYONE EXCEPT IN MOE INC., MouNTING fight: 79830 RANCHO LA QUINTA DR 16.25 KW PV Array NOR SHALL IT 8E DISCLOSED IN WHOLE OR IN ZEP Mighty Hook PART OTHERS OUTSIDE THE RECIPIENTS MODULES: LA QUINTA CA 92253 3055 CIearvew Way Son Mateo, CA ORGANIZATION, EXCEPT IN CONNECTION WITH � THE SALE AND USE OF THE RESPECTIVE (65) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE T:(650) 638-102440250) 638-1029 PERMISSION OF SOLARCITY INC. j FRONIUS # IG PLUS V 11.4 7605647218 COVER SHEET PV 1 B 12/10/2013 (888)—SOL—CITY (765-2489) www.solorcity.com 01 Inv O AC - -------^------------------- ---- CITY OF LA OU IN TA ch0 La Qulnta Dr BUILDING & SAFETY D T. O moi• PPROV E E- FOR CONSTRUCTt N ------------ 1 -DATE ---------- gY_ Front Of House TRANSFORMER INFORMATION: KVA PHASE I kGH KV ;,t W 120/240V -- �1.1 `METER# 1 B4Sy,1 82163 ,'PROPOSED BI-DIRECTIONAL METER# -----''-''y ---- AC DISCONNECT: LITTLER-HAMMER .# ;DG222URB , .O FT FROM MAIN- PANEL INVERTER: FRONWS PLUS V 11.4--'�- ter` STAMPED AND SIGNED FOR STRUCTURAL ONLY 200A, 240V, SINGLE PHASE, 2 WIRES, 22kAiC EXISTING BI DIRECTIONAL METER#1B4S-102163 Mai. SITE PLAN Q" Scale: 3/32" CONFIDENTIAL — THE INFORMATION HEREIN ,TOB NUMBER: JB -9221180 0 0 CftT,A,l D SHALL NOT BE USED FOR THE 21' J' BE EEf�11YY OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NSHALL IT BE DISCLOSED IN WHOLE OR IN PART % OTHERS OUTSIDE THE RECIPIENTS ZEP Mighty Hook ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES THE SALE AND USE OF THE RESPECTIVE (65) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. j FRONIUS # IG PLUS V 11.4 0 1 O 1 1 0 0 1° I o 1 OI 1 0 •lu� _ i i♦ I'I 0 1 0 E 0 0 0 1 0 1 1 0 0 tuiJ.tO��s��� Digitally signed by. Srihari Raghavan Date: 2014.01.24 1418:55 -08'00' PETITE, DONALD C. 79830 RANCHO LA QUINTA DR LA QUINTA, CA 92253 7605647218 PETITE RESIDENCE 16.25 KW PV Array PAGE NAME-- SITE AMESITE PLAN PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 296 ARRAY AZIMUTH: 296 MATERIAL: Spanish Tile STORY: 1 Si PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 116 ARRAY AZIMUTH: 116 MATERIAL: Spanish Tile STORY: i Si LEGEND O (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS FAC AC DISCONNECT & WARNING LABELS F JUNCTION BOX F DC COMBINER BOX & WARNING Q DISTRIBUTION PANEL & WARNING LC LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER �- CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR — GATE/FENCE - - - INTERIOR EQUIPMENT SITE PLAN Scale: 3/32" = 1' 01' 10' 21' J' F DESIGN: BryanBlanchard = solarCity 3055 Clearview Way San Mateo, CA SHEET: REV: DATE PV 2 B 12/10/2013 T:(650) 638-10284 02(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com. STAMPED AND SIGNED FOR STRUCTURAL ONLY S1 5+g 4+ N0. C 751 8 F (E) LBW 'l� - i�j. Cr�r11� �•�`� r _ n 'SIDE VIEW OF MP1 RAFTER: (E) 2x4 @ 24" O.C: CEILING JOIST: (E) 2x4 @ 24" O.C.. NTS MAX SPAN: 5'-4 .. _ MAX LANDSCAPE STANDOFF X—SPACING: 72" O.C.. , MAX STANDOFF Y—SPACING: 56" O.C. Digitally signed by Srihari Raghavan Date: 2014.01.24 1419:07 -08'00' INSTALLATION ORDER ZEP SPANNER BAR LOCATE RAFTER, MARK RAFTER (6) LOCATION, AND REMOVE TILE. (1) PLACE STANDOFF BASE & DRILL PILOT HOLES AT THE RAFTER LOCATION. " DIA BOLT & NUT (1) (2) (7) q_CLIAN PAPER AROUND PILOR 3)HOLE. ZEP SPANNER BAR CLAMP 3) ADJUST STANDOFF TO BATTEN Nil - HEIGHT. k STANDOFF 'SEAL PILOT HOLES AND BOTTOM �'-• (E) TILE /'0 V `� . (4) OF STANDOFF WITH POLYURETHANE 1'-8" 7'-5" 5' (E) ROOF DECKING (4) SEALANT. r , (E) LBW 5/16" DIA LAG BOLT 5) LAG STANDOFF INTO RAFTER. ;` SIDE VIEW OF MP2` (2-1/2" EMBED; MIN) LOWEST MODULE SUBSEQUENT MODULES B RAFTER: (E) 2x4 @ 24"3O.C. @ 24 O.C- (E) RAFTER 6) NOTCH TILE WEATHERING TO FIT . NTS CEILING JOIST: (E) 2x4 MAX SPAN: ,,, AROUND STANDOFF. � �„ • .4STANDOFF 1 i 7) MAX LANDSCAPE STANDOFF X—SPACING: MAX STANDOFF Y—SPACING: 56" 72 O.C. O.C. REINSTALL TILE.. Scale: 1 1/2" — 1' . r CONFIDENTIAL THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -9221,180 0 0 PREMISE OWNER: PETITE, DONALD C. DESCRIPTION: PETITE RESIDENCE DESIGN: Bryan Blanchard OF ANYONE EXCEPT SOLARCITY INC., PATTO OT ERE OUTSDN RECIPIENTS MOUNTING SYSTEM:NOR ZEP Mighty, Hook LA Q31NTA DR }' 16.25 KW PV Array _ -• ,solarCityBENEFIT HE XCEPT THE SALE AND USE OF.THE RESPECTIVE MODULES (65) TRINA SOLAR #TSM-250PA05.18 LA8Q�INTANCC� 922 � 3055 Clearview Way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. INVERTER: j FRONIUS IG Plus V 11.4 7605647218 PAGE NAME: STRUCTURAL VIEWS SHEET: - REV:. DATE: PV 3 B 12/10/2013 94402 T:(650) 638-1028 F:(650) 638-1029 (baa)-SOL—CITY (ass—lass) wwwsolaraity.com A. ELECTRICAL -ONE LINE-_ DIAGRAM EXISTING UNDERGROUND ELECTRICAL SERVICE ENTRANCE 225A 122 kAIC j 240V : 1 PHASE 13 WIRE r , 200A/2P TO 120/240V SINGLE PHASE UTILITY SERVICE 3 (2) AWG #6, THWN-2 C2— (1) AWG #1/0, THWN72• 1 (1O)AWG #10, USE-2/RHW-2, Black (1) AWG #6, THWN-2 (1) AWG #1/0, THWN-2 (1 ) AWG #8, Solid Bare Copper EGC (1) AWG #10, THWN-2, NEUTRAL (1) AWG #$, THWN-2, Green EGC ( 1 ) Condult Kit; 3/4" EMT - (1) AWG #10, TI'IWN=2, Green, L(;U (1.) Conduit Kit; 1-1 /4" EMT (1) AWG #6, Bare Armored Ground, GEC (1)Conduit Kit; 1-1/4" EMT _ • Vmp 240 VAC _ 0 Imp = 47.5 AAC ' PREMISE OWNER: DESCRIPTION: DESI CONFIDENTIAL -THE INFORMATION HEREIN Joe NUMBER JB -9221180 0 0 CONTAINED SHALL NOT E USED FOR THE PETITE DONALD C. PETITE RESIDENCE Bryan Blanchard . ,SOiaiCitj/: BENEFIT OF ANYONE EXCEPT SOLARg1Y INC., MOUNTING SYSII•lA: ' � �,.: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook , 79830 RANCHO LA QUINTA D,R 16.25 KW 'PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS ;I% 10 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: LA QUINTA, CA 92253 3055 aeaMer Way THE SALE AND USE T, WITHOUT THE WRITTEN INVERTER:111E RESPECTIVE (65) TRINA SOLAR #TSM-250PA05.18 SOLARCIIY EWIPMFN= PACE NAME SHIFT: REV. DATE-. T:(s5D) San Mateo. F 944M —1029 PERMISSION OF SOLARCITY INC. FRONIUS # IG PLUS V 11.4 76056.47218. ONE LINE DIAGRAM PV C 2/21/2014 1 (888)—SOL-CITY (765-2489) www•salarcI►y.co0,; o ' PHOTOVOLTAIC SYSTEM UTILITY 26 MODULES (N) LOAD CENTER DISCONNECT SWITCH _ '. ` TRINA SOLAR , BRYANT # BR81.6L125RP' CUTLER HAMMER # DG222UR6. _ . r SM-250PA05.18 . # ^' 125A,120/240V 60A, 240VAC . -2 6500 WATT (DC) 5915 WATT (AC) (N)60A/2P (PV) AC . (2) STRINGS OF 13 ^M 1 — — — — — 60A 2P ARRAY #2 DC (E)60A/2P PHOTOVOLTAIC SYSTEM I J DC COMBINER I 39 MODULES r 11400 WATT UTILITY INTERACTIVE INVERTERSHOALS # STG–CBRH-6–A L_ TRINA SOLAR 1 90 TO 600 VDC TO 120 /240 VAC 10 6 STRING, 108A, 600V, NEMA 4 — # SM-250PAO5.18 ' FRONIUS IG PLUS V 11.4 '# 9750 WATT (DC) WITH: FERRAZ SHAWMUTT ATM15 8872 WATT (AC) Fuse; 15A, 600VDC, Midget (3) STRINGS OF 13 TO 120/240V SINGLE PHASE UTILITY SERVICE 3 (2) AWG #6, THWN-2 C2— (1) AWG #1/0, THWN72• 1 (1O)AWG #10, USE-2/RHW-2, Black (1) AWG #6, THWN-2 (1) AWG #1/0, THWN-2 (1 ) AWG #8, Solid Bare Copper EGC (1) AWG #10, THWN-2, NEUTRAL (1) AWG #$, THWN-2, Green EGC ( 1 ) Condult Kit; 3/4" EMT - (1) AWG #10, TI'IWN=2, Green, L(;U (1.) Conduit Kit; 1-1 /4" EMT (1) AWG #6, Bare Armored Ground, GEC (1)Conduit Kit; 1-1/4" EMT _ • Vmp 240 VAC _ 0 Imp = 47.5 AAC ' PREMISE OWNER: DESCRIPTION: DESI CONFIDENTIAL -THE INFORMATION HEREIN Joe NUMBER JB -9221180 0 0 CONTAINED SHALL NOT E USED FOR THE PETITE DONALD C. PETITE RESIDENCE Bryan Blanchard . ,SOiaiCitj/: BENEFIT OF ANYONE EXCEPT SOLARg1Y INC., MOUNTING SYSII•lA: ' � �,.: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Mighty Hook , 79830 RANCHO LA QUINTA D,R 16.25 KW 'PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS ;I% 10 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: LA QUINTA, CA 92253 3055 aeaMer Way THE SALE AND USE T, WITHOUT THE WRITTEN INVERTER:111E RESPECTIVE (65) TRINA SOLAR #TSM-250PA05.18 SOLARCIIY EWIPMFN= PACE NAME SHIFT: REV. DATE-. T:(s5D) San Mateo. F 944M —1029 PERMISSION OF SOLARCITY INC. FRONIUS # IG PLUS V 11.4 76056.47218. ONE LINE DIAGRAM PV C 2/21/2014 1 (888)—SOL-CITY (765-2489) www•salarcI►y.co0,; ELECTRICAL CALCULATIONS y r Module: 65 TRINA SOLAR # TSM -250 ZEP 227.5 Inv Pwr W PTC StrLen Voltage Drop Calculations DESIGN: Bryan Blanchard Version 6_0.1 MOUNTING SYSTEM: ZEP Might Hook Inverter 1: 1 Fronius IG Plus -V 11.4-1 (240) ' 95.5% .11,400 14,122 13 Vdrop = (Imp) ' (2Length)' (Resistance) / (Vmp) Module,:, ' Imp (A) Max. Length (ft) Wire Inverter 2: ' String: 1 8.27 50 1 C AWG 10 at Max Ave Hi: 107 deg F . Module: ' Vdrop = (8.27 A 100 ft • 0.00124 Ohms) / 337 V = 0.30% Inverter 3: ' Branch: F 41.35 ' 20 J AWG 1/0 at Max Ave Hi: 107 deg F Module: ' Vdrop = (41.35 A 40 ft ' 0.00012 Ohms) /. 337 V = 0.06% Inverter 4: Total wltage drop in DC conductors = 0.36% ' Inverter 1 47.50 10' 1 E AWG 06 ' at 240V Total: 65 modules Total Inv Pwr 11,400 14,122 PTC Vdrop = (47.50 A 20 ft ' 0:00049 Ohms) / 240 V 0.19% Photovoltaic Module Electrical Specifications: Total STC' 16,250 CombineclF 47.50 0 E AWG 06 at 240V Voc= 37.6 V deg F deg C Vdrop = (47.50A 0 ft • 0.00049 Ohms) / 240 V 0.00% Vmp= 30.3 V Record Low Temp: 13' -10.5555556 Total wltage drop in AC conductors = 0.19% Isc= 8.85 A Max Average Hi Temp: 107'41.66666667 Total wltage drop in AC and OC conductors Imp= 8.27 A Tvoc= _ 0.12032 V/deg C Tisc= r 4.1595 mA/deg C String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf-rvoc data Branch Circuit Type A 1 -way wire length: 20 It ronius IG Plus -V 11.4-1 (240) 5 strings per branch 1 ' 13'7RINA SOLAR # TSM -250 ZEP Inverter Min Vdc Input: 230 Vdc 13 modules per series string ' Voc= 488.8 V Min Vmp at Max Temp: 337 Vdc Voc= 488.8 V ' - Vmp= 393.9 V Max Voc at Min Temp: 544 Vdc Vmp= 393.9 V ' Isc= 8.85 A Inverter Max Vdc Input: 600 Vdc Isc= 44.25 A Imp= 8.27 A Max String Size: 14 Imp= 41.35 A Icont= 11.06 A Art 690.8(A)(1) 1 -way wire length: 50 ft (cont= 55.31 A Art7690.8(A)(1) 1.a Conductor. C AWG 10 USE-2/RHW-2 at 90 deg C: Table 310.16 2.a Conductor 1: J AWG 1/0 THWN-21USE-2 at 90 deg C: Table 310.16 ' Conductor 1: (cont ' 1.25 = (Amps) 13.83 Icont • 1.25 = (Amps) 61 g m dy 30 deg C ampacity = 170 1.b Icont= (Amps) 11.06 2.b Icont= (Amps) 69.14 Start ampacity 40 i , Start ampacity 170 Temperature derate (%=F) 0.41 Temp. derate (%=F) 0.41 Conduit fill derate (%_#) 0.8 Cndt. fill dente (%_#) 1 Dented ampacity 13.12 ' Derated ampacity 69.7 . Term 1 Term 2 1.c Icont•1.25= (Amps) 13.83 Temp table 90degC 90degC Ampacity 40 2.c Icont'1.25= (Amps) 69.14 69.14 Ampacity 170 1.d Icont ' 1.25 = (Amps) 13.83 2.d EGC D AWG 08 D AWG 08 Art. 250.122 OCP size = 15 OCP size = 70 Inverter Tvpe A Output ronius IG Plus -V 11.4-1 (240) 1 -way wire length: loft Icont= 4.50A Art 690.8(A)(1) q CITY OF LA n /� ` INTA 3. Ta Icont'1.25 = (Amps) 59.38 A Art 690.8(8)(1) OCP size = 60 A Art. 240.6(A) _ 3.b Conductor E AWG 06 THWN-2 at 90 deg C: Table 310.16 DEPT, Icont' 1.25 = (Amps). 59.38- 30 deg C ampacity = 75 - I 3.c N1oPII= mps) 47.50 Start ampacity 75 TION FMCONSTBI Temperature derate (%=F) 0.91 Conduit fill dente (%_#) 1 r Derated ampacity 68.25 DATE BY 3.d Icont'1.25= (Amps) 59.38 Ampacity 65, 3.e EGC/GEC = J AWG 1/0 Art. 690.47(C)(3), 250.166(8) CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARgTY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE T. THE RESPECTIVE SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF solArtgTY INC. 108 NUMBER JB-922�11�80 00' � PREMISE OWNER- DESCRIPTION: PETITE, DONALD C. PETITE RESIDENCE 79830 RANCHO LA QUINTA _ DR 16.25 KW PV.Array LA QUINTA, CA 92253 PAGE NAME: y 7605647218 ELECTRICAL CALCULATIONS DESIGN: Bryan Blanchard p ' -O. SolarCity. MOUNTING SYSTEM: ZEP Might Hook :; 6% MODULES: (65) TRINA SOLAR #TSM-250PA05.18 3oss q�nle. Way L(650) Son Mateo. CA ssoj 2s3e-tots (aso-Sal.-ciTY (765-2489) ,r w.seIorcity.cm SHEET. REV. DATE PV 5 a 2/21/2014 INVERRIER: FRONIUS IG PLUS V 11.4 C -TION' AU'.' POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 79830 Rancho La Quinta Dr UTILITY /SERVICE • • �INVERTER AND DC DISCONNECT SOLAR Q PHOTOVOLTAIC ON .ROOF PHOTOVOLTAIC -BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 - OPERATING VOLTAGE = 240V MAX CURRENT = 47.5 A r CONFIDENTIAL — .THE INFORMATION HEREIN a JOB NUMBER JB 9221180 00" PREMISE D`MER' CONTAINED SHALL NOT BE USED FOR THE PETITE, DONALD C. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN79830 MOUNTING SYSTEM:. ZEP Mlght Hook RANCHO LA QUINTA DR PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: LA QUINTA, CA 92253 THE SALE AND USE OF THE RESPECTIVE (65) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVRTER PERMISSION OF SOLARCITY INC. FRONIUS IG PLUS V 11.4 7605647218 FOR CONSTRUCTION DATE BY DESCRIPTION: DESIGN: PETITE RESIDENCE Bryan Blanchard `'mSOIarCity 16.25 KW PV Array C' '��, 3055 Ctemdew Way LNAME=PLACARD SHEET: REV: DATE San Mateo. CA 94402 -PV 6 c 2/21/2014 (888)-SOL-CITYT.(650) 638-1028 CONFIDENTIAL — .THE INFORMATION HEREIN JOB NUMBER JB 9221180 00" PREMISE D`MER' CONTAINED SHALL NOT BE USED FOR THE PETITE, DONALD C. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN79830 MOUNTING SYSTEM:. ZEP Mlght Hook RANCHO LA QUINTA DR PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: LA QUINTA, CA 92253 THE SALE AND USE OF THE RESPECTIVE (65) TRINA SOLAR # TSM-250PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVRTER PERMISSION OF SOLARCITY INC. FRONIUS IG PLUS V 11.4 7605647218 FOR CONSTRUCTION DATE BY DESCRIPTION: DESIGN: PETITE RESIDENCE Bryan Blanchard `'mSOIarCity 16.25 KW PV Array C' '��, 3055 Ctemdew Way LNAME=PLACARD SHEET: REV: DATE San Mateo. CA 94402 -PV 6 c 2/21/2014 (888)-SOL-CITYT.(650) 638-1028 Label Location:, WARNING: PHOTOVOLTAIC POWER SOURCE PV SYSTEM Per • • DISCONNECT.FOF UTILITY OPERATIO1 .• • • (LD �PHOTOVOLTAICDC.': . DISCONNECT - ;;e Label• • MAXIMUM POWER - POINT CURRENT (linp)� A Code: CEC MAXIMUM POWER - POINT VOLTAGE (vmp)®V ' 0 MAXIMUM SYSTEM V VOLTAGE (Voc)® SHORT-CIRCUIT® A CURRENT (ISO Label• • WARNLNG • Code:Per ELECTRICAL SHOCK HAZARD � � � DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION- �DC VOLTAGE' IS ALWAYS PRESENT WHEN SOLAR, MODULES ARE EXPOSED TO SUNLIGHT - OV I M I QC L -LIVE MIVL/ LV/A JIVE `MAY BE ENERGIZED IN THE OPEN ;POSITION. FOR SERVICE ' 4- ^'Label Location:.jDE ENERGIZE BOTH SOURCE' V V q RN) N V AND MAIN.BREAKER. %••�Per Code: CEC PV POWER SOURCE • MAXIMUM AC ELECTRIC SHOCK HAZARD OPERATING CURRENT _ A IF A GROUND FAULT IS INDICATED • MAXIMUM AC NORMALLY GROUNDED OPERATING VOLTAGE � V " 'CONDUCTORS MAYBE , UNGROUNDED.AND ENERGIZED _ . `.,' 1 Label Location: ` ' -.,.. ' a , .. .. ..• ,' ' Label Location: (D) (Poi) �, y ® - `(AC) (POI) Per Coder (, x: (AC): AC Disconnect . •• • DISCONNECTPer Code:, . , CKFED SYSTEM CIRCUIT IS> CEC 690.64.B.4 t - t y �� (C):'Conduit Label Location: Location: v ` " ` .� (CB): Combiner Box _. • (AC)'WARNING(DC)(INV)(CB)' � 'Label • -. , Per Coder - - '. ELECTRIC SHOCK _ - CEC 690.35 fl z. �a • . THEy PHOTOVOLTAIC • . • • TO BE USED WHEN,; (POI)' f - - CLC): Load Center r` x • - Per G Code . • •+ . • • - e -• . s . INVERTER IS _ i'' `_ .. (M): Utility MeterMAXIMUM AC CEC 690.54 •• • • • • CEC 705.12.D.7 BE ENERGIZED UNGROUNDED . (POI): Point of Interconnection L. Label Location:... •MAY ; E- _ "•' ,� � .i •, � _ •, � � _ ; . ; � ,`, K 'r • `, •.> .� _ CONFIDENTIAL - THE INFORMATION HEREIN .CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED '' Per Code: ,, _ ,. ' e�o� r A'' , ,' �.`: •. CEC 690.17 ; `- , �.. t : r # •._` ;t ;: j����AT:(650)63640284F:(650)6381029 .ti. ■ - San Mateo, an 94402 r EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE t- . , , w so, �� ( {ITY (766 2 89) vnvwsolaniry �m - w 4 • SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. i} r f.' 4 r `.k•.- •r d.'!C y• '` tet' { "L w ` '� f r •" .. >y • J'-. .fa - '1"'+ •. -. ~`. „-. a. .y +T •� V. ,� . , �K.'a' •mob 2'ia :- '- r- , `" �' , ,+h.� / .A•�-�;+4+• . '✓ , . ` Label Location., '" w (POI) �' :r. � - .�;; t �;' � - _ - `�'r•"' ��,`�� _ "' -. , Per Code: - CEC 705.12.D.7 Label Location: (POI) .t Per Code: R , CEC 690.54; CEC 690.17=' - OV I M I QC L -LIVE MIVL/ LV/A JIVE `MAY BE ENERGIZED IN THE OPEN ;POSITION. FOR SERVICE ' 4- ^'Label Location:.jDE ENERGIZE BOTH SOURCE' V V q RN) N V AND MAIN.BREAKER. %••�Per Code: CEC PV POWER SOURCE • MAXIMUM AC ELECTRIC SHOCK HAZARD OPERATING CURRENT _ A IF A GROUND FAULT IS INDICATED • MAXIMUM AC NORMALLY GROUNDED OPERATING VOLTAGE � V " 'CONDUCTORS MAYBE , UNGROUNDED.AND ENERGIZED _ . `.,' 1 Label Location: ` ' -.,.. ' a , .. .. ..• ,' Label Location: ` ' -.,.. ' a , .. .. ..• ,' ' Label Location: (D) (Poi) �, y ® - `(AC) (POI) Per Coder (, x: (AC): AC Disconnect . •• • DISCONNECTPer Code:, . , CKFED SYSTEM CIRCUIT IS> CEC 690.64.B.4 t - t y �� (C):'Conduit CEC 690.14.C.2 v ` " ` .� (CB): Combiner Box • - � ; (D): Distribution Panel - • (DC): DC Disconnect (IC): Interior Run Conduit Label Location Label Location: •�' i•, •'(INV): Inverter With Integrated DC Disconnect -(AC) (POI) _ ' • (POI)' f - - CLC): Load Center • - Per G Code . • •+ . • • - e Per Code: _ i'' `_ .. (M): Utility MeterMAXIMUM AC CEC 690.54 •• • • • • CEC 705.12.D.7 , . (POI): Point of Interconnection L. F + CONFIDENTIAL - THE INFORMATION HEREIN .CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ^ s r K -- e�o� r A'' 3055 geaview Way IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC - CA Label Set ' ''_ - • _w .- j����AT:(650)63640284F:(650)6381029 ■ - San Mateo, an 94402 r EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE t- . , , w so, �� ( {ITY (766 2 89) vnvwsolaniry �m - w 4 • SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. i} r ?. • w July 22, 2013- r' SolarCity 3055 Clearview Way r' •, w San Mateo, CA 94402 r To whom it may concern: _ The SolarCity SleekMountT^'-Span photovoltaic module mounting assembly has been - designed by Zep Solar specifically for tile roofs. The design of the entire assembly has been. t ' reviewed and it was determined that, for the configurations and criteria below, it is in compliance with the structural requirements of the 2006, 2009 and 2012 International Building 4 Code, ASCE 7-05, ASCE 7-10, and NDS -2005. The system has also been evaluated for. conformance with the 2010 California. Building Code where more stringent requirements may :. apply• - ' SolarCity SleekMount'"' attachment spacing requirements are determined based on ': i' :� r Allowable Load°'(lbs) . t_. Deflection:at Allowable Load"v. ?' AttaMhment?Yp?st;;rr�, . ,.r_• Upliff, r r , Down,Force„'� "3 •;;, „L�teral- .Uplift �, x Down,Force ,..Lateral t-•w.ef. Adjustable Mighty Hook SS 500 400” 350 0.486" 0.496" - 0.895" for Flat Tile Adjustable Mighty Hook 55 350 400 350 0.474"y 0.800" 1.095" for Spanish Tile r. . a� Adjustable Mighty Hook for, 631523' w - _ n 0.526" 0.397" 0.920 r w _ • . - , a - • �� - , * - :� ,^ , ' Jul y 22, 2013 . 376 498, 288 0.316" 'Solar. 1.015" Spanish Tile . Ze -Page 2 of 2 _ 4 1/•2" ProSolar Commercial 768 - .. . 586 N/A N/A N/A ?. • w July 22, 2013- r' SolarCity 3055 Clearview Way r' •, w San Mateo, CA 94402 r To whom it may concern: _ The SolarCity SleekMountT^'-Span photovoltaic module mounting assembly has been - designed by Zep Solar specifically for tile roofs. The design of the entire assembly has been. t ' reviewed and it was determined that, for the configurations and criteria below, it is in compliance with the structural requirements of the 2006, 2009 and 2012 International Building 4 Code, ASCE 7-05, ASCE 7-10, and NDS -2005. The system has also been evaluated for. conformance with the 2010 California. Building Code where more stringent requirements may :. apply• - ' SolarCity SleekMount'"' attachment spacing requirements are determined based on ': i' :� r Allowable Load°'(lbs) . t_. Deflection:at Allowable Load"v. ?' AttaMhment?Yp?st;;rr�, . ,.r_• Upliff, r r , Down,Force„'� "3 •;;, „L�teral- .Uplift �, x Down,Force ,..Lateral t-•w.ef. Adjustable Mighty Hook SS 500 400” 350 0.486" 0.496" - 0.895" for Flat Tile Adjustable Mighty Hook 55 350 400 350 0.474"y 0.800" 1.095" for Spanish Tile ,, { •', - . a� Adjustable Mighty Hook for, 631523' 304 0.526" 0.397" 0.920 Flat Tile . •,.. Adjustable Mighty Hook for 376 498, 288 0.316" 0.565" 1.015" Spanish Tile . " -Page 2 of 2 _ 4 1/•2" ProSolar Commercial 768 900 586 N/A N/A N/A Fastjack E -Series 6" ProSolar Commercial 768 900 460 N/A N/A N/A Fastjack E -Series 8" ProSolar Commercial' 768 900 345 N/A N/A r N/A Fastjack E -Series , ♦ k • Quick Mount Universal Tile 768 900 306 N/A N/A N/A" Mount . " wind exposure category, wind speed, roof.zone, roof slope, and snow load. •Attachment spacing ., . is calculated based on an allowable upward, downward, and lateral load values. These loads • -' _ t values are determined from code calculations, manufacturer provided test data for Sincerely; M QRpFEss/qq���t . independently manufactured products, first principle calculations,- and from tests conducted -7 Q" rc��MY RO�F`s F with a calibrated load cell. The allowable loads for the Spanner Bar and attachments are listed T in the table below: -w a-- W C70905 m * a - a _ * Exp. 6/30/2015 rt; �` �< (�•} Allowable Moment (Ib ft) Deflection at Allowable Loadr� t . n Component 'Force Laterala Uplift= Down.Force 4, LateraSpanner Bar 359312 rWn 219 1.31''' 0.92" 0.97", Jeremy Ro elstad �;N crv1� CAL1F�� . s Ilk!= " -Page 2 of 2 _ , r , ♦ k • +k t 4 s" The SolarCity SleekMount hardware solution •' -`;Utilizes Zep Solar hardware and UL 1703 listed �... � Installation 1nstructions ' ;r - . �- optimized to achieve superior strength and _c T"Zep Compatible ie '_ ' ►. aesthetics disruption w4 t„ " j r - !, r •. � ♦ •S. " , 'ti i ` 1 ik . • F I. i - .. •+� � � r ... ,� -_ r. . - - � .. .. p, - I � • - . dl :r- .. r. y a. � � � .. - " * a , `t �' - '•S tt•• r' r f • p_ L. l . fir. �. e. r • r � � J. , � I .'.+` '�_ _ � � r - . i ♦ . - �' .,}' . . , � < r - L _ r mounting clamps, combined with the addition �'" - _ ' fastener size per NDSsection 1.1.3.2%, r 4 of arra trim and a lower rofile all contribute to... - y p *,Interlock and Ground Ze• ETL listed to UL 1703. p _,� "Grounding `Y 0 Seal pilot holes with roofing sealant �.: as and Bonding System' _ •'� - a more visually appealing system: SleekMount 3' • T the •utilizes Zep Compatible T"'modules with r +k t 4 s" The SolarCity SleekMount hardware solution •' -`;Utilizes Zep Solar hardware and UL 1703 listed �... � Installation 1nstructions ' ;r - . �- optimized to achieve superior strength and _c T"Zep Compatible -3 ' ►. aesthetics disruption w4 t„ " j r - ° ; o Ree tile and locate rafter move + while minimizing roof and • + ''labor. The elimination of visible rail ends _1' " `.• Interlock and grounding devices in system UL UL 2703 '- ` O 2 _ Drill pilot holes of proper diameter.for, < -and .listed to mounting clamps, combined with the addition �'" - ' fastener size per NDSsection 1.1.3.2%, r 4 of arra trim and a lower rofile all contribute to... - y p *,Interlock and Ground Ze• ETL listed to UL 1703. p _,� "Grounding `Y 0 Seal pilot holes with roofing sealant �.: as and Bonding System' _ •'� - a more visually appealing system: SleekMount 3' • T the •utilizes Zep Compatible T"'modules with r • Ground Zep UL and ETL listed to UL 467 as "grounding LL Place hook . ' . -. strengthened frames that attach directly to.Zep device Install lags pursuant to NDS section 11.1.3 z Solar standoffs, effectively reducing.the number^ components for corrosion resistance 4 " with fender washer with , of standoffs required, when compared to - _ _` r` © Notch underside of tile and reinstall tile conventional rail -based systems., • Applicable for vent spanning functions 'y ' y O Attach Spanner Clamps and tighten firmly - - - _ in place - .. t.. .: 8 a pa Bar and rotate - - Cam Nut 100 degrees Components : , .,' ■ gO Place modules ` - '-• , Cam Foot _ ��! O - • i _ -� � `.ate � - r Spanner Bar • ©3/8" Machine Screw and Nut - ;. _ ®D Spanner Bar Clamp. a. J Tile Hook _ L. Lag Screw (2) ai �- l e "^ F • - ^l • ht' . - _ r•O C .o • •, i, •, - _ � '- ~ h•• _- • { T -� - .. •'r{ }j'` _ •i - - .Yyn, r 1 � - - . : . •. .. �. .. „k it ° •! , t .. _, .• • ea - - - y. r a . - • a . .� I 'l• .. • ft3 ��� yi.`? I!� � _ +•.'rte-.,• Y - • ' •'y. :� Y ^ • • 1 IL , ._ - SOh�I�V® % TI. Uit' �IY .� LISTED ri ; SOIat�t .. I ►1 Y® .. - ., • - , ^ January 2013 , �O� January 2013 ' _ ... ^ �/ - - t - .DMPP 4.' - ,+ _ - - ., - `_ • `- . . R k" 5 _ Y ^ 7177 • w yet: r -J g ' wr c us r Fronius IG Plus PV Inverter The first complete solution. Reliable. Proven. Smart. An outstanding addition to the family: The next generation Fronius IG Plus inverter builds on a, successful model with multiple enhancements, fl including maximum power harvest, a built-in six circuit string combiner, integrated, lockable DC �. Disconnect, significantly improved efficiency, and unbeatable reliability. New, larger power stages expand the proven Fronius IG family from 2 to + 12 kW in a single inverter. j F/AAWIF POWERING YOUR FUTURE INPUT DATA Fronius IG Plus V 1 3.0-1 uNi 1 3.8-1 usi I 5.0-1 u., 1 6.0-1 UNI I 7.5-1 usi ( 10.0-1 u., 1 11.4-1 UNI I 11.4-3 o.'. 1 12.0-3 wre_ Recommended PV-Power(Wp) 2500-3450 1 3200-4400 4250-5750 5100-6900 1 6350-8600 1 8500-11500 1 9700-13100 1 9700.13100 110200-13800 MPPT-Voltage Range 230... 500 V DC Startup Voltage 245 V Max. Input Voltage (at 1000 Y/W 14°F (-10°C) in open circuit operation) 600 V Nominal Input Current 8.3 A 10.5 A 13.8 A 16.6 A 20.7 A 27.6 A 31.4 A 31.4 A 33.1 A Max. usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A I 46.7 A 1 53.3 A 1 53.3 A 1 56.1 A Admissible conductor size (DC) No. 14 - 6 AWG Number of DC Input Terminals 6 Max. Current per DC Input Terminal 20 A; Bus bar available for higher input currents 208 V OUTPUT DATA Fronius IG Plus V 3.0-1u., 3.8-1U.' 1 6.0-11-1 6.0-1-1 1 7.5-11- 1 110.0-11-1 11.4-1u., 11.4-3 0. 12.0-3 -111 Nominal output power (P�cnJ Nominal output frequency 3000 W 3800 W 5000 W 6000 W 7500 W 10000 W 11400 W 11400 W 12000 W Max. continuous output power Total harmonic distortion <3% Power factor 104-F(40°C)208 V/240 V/277 V 3000 W 3600 W 5000 W 6000 W 7500 W 10000 W 11400 W 11400 W 12000 W Nominal AC output voltage 96.2% 208 V / 240 V / 277 V 95.0% 95.5% 96.0% 208 V / 240 V 277 V Operating AC voltage range 208 V 95.0% 95.5% 96.0% 95.0% 95.5% 96.0% 95.0% 96.0% n.a. 183 - 229 V (-12 / +10 %) Consumption in standby (night) < 1.5 W (default) 240 V Consumption during operation 8 W 14 W 211 - 264 V (-12 / +10 %) Cooling Controlled forced ventilation, variable fan speed 277 V Enclosure Type NEMA 3R 244 - 305 V (-12 / +10 4'a) Unit Dimensions (W x H x D) 17.1 x 26.5 x 9.9 in. Max. continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 31.6 A' n. a. output current 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47.5 A 27.4 A' n.a. 7.5-1 uN 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 41.2 A n.a. 14.4 A' Admissible conductor size (AC) No. 14 - 4 AWG Max. continuous utility back feed current 0 A Nominal output frequency 60 Hz Operating frequency range 59.3 - 60.5 Hz Total harmonic distortion <3% Power factor 1 GENERAL DATA Fronius IG Plus V 1 3.0-1 uN 1 3.8-1 u., 1 5.0-1 UN; 1 6.0-1... 1 7.5-1 u., 1 10.0-1 M 1 11.4-1 UNI I 11.4-3 oau 1 12.0-3 wVE2l, Max. Efficiency 96.2% CEC Efficiency 208 V 240 V 277 V 95.0% 95.5% 96.0% 95.0% 95.5% 96.0% 95.5% 95.5% 96.0% 95.5% 96.0% 96.0% 95.0% 95.5% 96.0% 95.0% 95.5% 96.0% 95.0% 95.5% 96.0% 95.0% 96.0% n.a. n.a. n.a. 96.0% Consumption in standby (night) < 1.5 W Consumption during operation 8 W 14 W 20W Cooling Controlled forced ventilation, variable fan speed Enclosure Type NEMA 3R Unit Dimensions (W x H x D) 17.1 x 26.5 x 9.9 in. 17.1 x 38.1 x 9.9 in. 17.1 x 49.7 x 9.9 in. Power Stack Weight 31 lbs. (14 kg) 57 lbs. (26 kg) 82 lbs. (37 kg) Wiring Compartment Weight 24 lbs. (11 kg) 26 lbs. (12 kg) 26 lbs. (12 kg) Admissible ambient operating temperature -4 ... 122°F (-20... +55°C) Compliance UL 1741-2010, IEEE 1547-2003, IEEE 1547.1, ANSI/IEEE C62.41, FCC Part 15 A& B, NEC Article 690, C22. 2 No. 107.1-01 (Sept. 2001) PROTECTION DEVICES Fronius IG Plus V 3.0-1 uN1 I 3.8-1 It,, 5.0-1 vat I 6.0-1 i 7.5-1 uN 10.0-1 UNI I 11.4-1 N 1 11.4-3 12.0-3 wVE277 Ground fault protection Internal GFDI (Ground Fault Detector/Interrupter); in accordance with UL 1741-2010 and NEC Art. 690 DC reverse polarity protection Internal diode Islanding protection Internal; in accordance with UL 1741-2010, IEEE 1547-2003 and NEC Over temperature Output power derating / active cooling per Phase Fronius USA LLC Solar Electronic Division 10421 Citation Drive, Suite 1100, Brighton, Michigan, 48116 E -Mail: pv-us@fronius.com www.fronius-usa.com f -TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE DIMENSIONS OF PV MODULE TSM- PA05.18 941 mmBox -' •r i ♦ A1Nal0Y' aO • o w WPUTE . ' iH6T�LLIUG MOLf . . 'ELECTRICAL DATA @STC - TSM -240 PA05.18 TSM -245 PA05.18 Mono Multi Solutions Peak Power Watts -Pr (Wp) 240 245' 250' 255 T ' 260 Power Output Tolerance -P -x1%)1 „0/+3 0�} /+�3, 0�%+3-,,.,, 0/+3 Maximum Powervoltoge-V,.w (V) 29.7 '30.2 30.3 30.5 30.7 TSM=PA05,.18 810 8.13 it 8.27 8.36 8.47 - 1 THE TRINAMOUNT MODULE i 37.5 37.6 37.7 • . -CELL ,. Open Circuit Voltage (V) -Vac (V)' _ Module Efficiency q (%) 14.7 t 15.0 1 .60 MULTICRYSTALLINE.MODULEi 15.6 , - 7.25- 7.31. 7.37 rry t h-1, WITH TRINAMOUNT F,RAMEf 11110111111 O ^ 1 Zodules per 40' container: 672 pieces . 240-260W - `P,OWER OUTPUT.RANGE, Our most versitile product • Compatible with all major BOS components and system designs -007 .'MAXIMUM -.,EFFICIENCY �,. One of the industry's most trusted modules „!• • Over 2 GW sold across all major global markets r I~ z 0 +317o • Field proven performance POWER -OUTPUT GUARANTEE s Highly reliable due to stringent quality control i t As a leading global manufacturer • Over 30 in-house tests (UV, TC, HE and many more) ' of next generation photovoltaic I • In-house testing goes well beyong certification requirements , products, we believe close } cooperation with our partners is critical to success. With local I presence around the globe, Trino is 1 able to provide exceptional service i to each customer in each market and supplement our innovative,, f'Iartified to withstiiiid challenging environmental • mlluUle products•with the backing f conditions 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) to building strategic, mutually; beneficial collaboration with f # installers, developers, distributors { and other partners as the I ` backbone of our shared success in driving Smart Energy Together.- LINEAR PERFORMANCE WARRANTY . 10 Year Product Warranty.- 25 Year Linear Power Warranty ; Trina Solar Limited www.trinosolor.com F dloo9b 0 Addlryanot `` 9o� val ueTrOnt mina So1or, /ineor Trinasolar BD% wO1rOn Smart Energy Together Years 5 to Is 20 25" - ® Industry standard ■ Trina Solar - -TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE DIMENSIONS OF PV MODULE TSM- PA05.18 941 mmBox -' •r i ♦ A1Nal0Y' aO • o w WPUTE . ' iH6T�LLIUG MOLf . . 'ELECTRICAL DATA @STC - TSM -240 PA05.18 TSM -245 PA05.18 TSM -250 TSM -255 TSM -260 . PA05.18 PA05.18 PA05.18 Peak Power Watts -Pr (Wp) 240 245' 250' 255 T ' 260 Power Output Tolerance -P -x1%)1 „0/+3 0�} /+�3, 0�%+3-,,.,, 0/+3 Maximum Powervoltoge-V,.w (V) 29.7 '30.2 30.3 30.5 30.7 Moximum.PowerCurrentnt-I w ) 810 8.13 it 8.27 8.36 8.47 - 1 Open Circuit Voltage -Vac (V) 37.3 37.5 37.6 37.7 37.9'. Short Circuit Cuirrentdsc (A) J_] 8.62.`, ,. Open Circuit Voltage (V) -Vac (V)' 8.92=9 Module Efficiency q (%) 14.7 t 15.0 1 15.3 15.6 I 15.9 -' •' 3 a STC: Irradiance 1000 W/m'. Cell Temperature 25°C. Air Mass AM 1.5 according to EN 60904-3. ' Average efficiency reduction of 4.5%at 20D W/m' according to EN 60904-1. & .Y 6-043GROUNDinGHaE ' 1 �- Inii (HOLE , A A 812mm 180 t TSM -240 TSM -245 TSM -250 TSM -255 TSM -260 ELECTRICAL DATA @ NOCT PA05.18 I ' PA05.18 I PA05.18 PA05.18 , PA05.18 IMaximumPower-P-x(Wp), ( 174 178 ~� 181 184 188 Maximum Power Voltage -V -(V) 26.6, -• 26.8? 127.0 27.2• 27.4 _ Maximum Power Current-IrMP (A) 6.55 6.64 6.70 6.77 6.86 ,. Open Circuit Voltage (V) -Vac (V)' 34.1 � .2 t 34.2 ' 34.3 34.4: 34.6; } Short Circuit Current (A)-Isc (A) 7.04 , 7.10 - 7.25- 7.31. 7.37 812mm 180 t NO& Irrodiance at 800 w/m'. Ambient Temperature 20°C, wind Speed I m/s. , F - n Back view , Temperoture Coefficient of lsc f 0.047%/ C MECHANICAL DATA - Solar cells Multicryslalline156x 156 mm(6inch es) . j tation Cell onen, 60 cells (6 x 10)' _ WARRANTY . - - Module dimensions 1650 x 992 x 40 mm (64.95 x 39.05 x 1.57 inches) o Weight 18.6 kg (41.0 lbs) Gloss High transparency solar glass 3.2 mm (0.13 inches) i . I-1 • Backsheet White._ `� 25 year Linear Power Warranty ` J� _ �. - • Frame Black Anodized Aluminium Alloy with Trinomount Groove (Please refer to product warranty for details) - Y I-V CURVES OF PV MODULE TSM -245 PA05.18 SFr Boxes 'jjjiii��^I••••••••P 65 or IP 677ated' �. m Cables FhotovoltoiC Technology cable 4.0 mm2 (0.006 inches'), 1100 mm 143 3 inches) - ,; 10. 9.. B7.m 6m Sm U 4m 3m I. - Om 4000W/m' Connector Original MC4 I 800W/m2 - - �d00W/m - - _ a00W/m' _ - TEMPERATURE RATINGS MAXIMUM RATINGS ZOOw/m, _ 1 Nominal Operating Cell 45°C (t2°C Operational TemperatureI-40-+85°CXXII ' Temperotu'e (NOCT) } Maximum System• t 1000V DC(IEC)/ om Dm pm 30m qpm TemperafureCoefficientofP Valfage 600VDC(UL)- • Vdtoge(V); , e :. +. � Ternnernt irf, rnoffir- rant of ;I Oy32Ri •i. Max Series Fuse Rating ,15A ' ,•- c-_ i - M r i I C E { CLISTED� PV`�LE L ~ • - CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Q4aNP4Tie` s Trina Solar Limited. All rights reserved. Specifications included in this dotasheel are subject to Chang change without notice. TanaSOlar Smart Energy Together o N v, RA - DMPP0 • ti ` ' Temperoture Coefficient of lsc f 0.047%/ C WARRANTY . - - r 10 year Product Workmanship Warranty i - 25 year Linear Power Warranty •, �. (Please refer to product warranty for details) - CERTIFICATION L - ,; Q., PACKAGING CONFIGURATION ;:, rry t h-1, Modules per box: 24 pieces w 11110111111 O ^ 1 Zodules per 40' container: 672 pieces M r i I C E { CLISTED� PV`�LE L ~ • - CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Q4aNP4Tie` s Trina Solar Limited. All rights reserved. Specifications included in this dotasheel are subject to Chang change without notice. TanaSOlar Smart Energy Together o N v, RA - DMPP0 • ti ` Shoals'High-Current Combiner Boxes have the same standard features Shoals' Combiners are known for, but also feature built-in protection in the event of abnormally high current. These UL approved combiner boxes can be customized as needed or purchased off-the-shelf, in either metal or fiberglass, with as many fuses as needed for your PV installation. Technical Data STG.CBRH.3 STG.CBRH.6 STG.CBRH.12 Voltage Rating (VDC) 600 600 600 Maximum DC Current (A) 90 132 240 Maximum Continuous Current (A) 57.7 84.5 154 Maximum Voltage (VDC) 600 600 600 Positive Output Wire Size (AWG) 6-250MCM 6-250MCM 6-300MCM Negative Output Wire Size (AWG) 14-1/0 14-1/0 6-300MCM Input Wire Size (AWG) 6-14 6-14 6-14 Overall Dimensions 8"x 8"x 4" 8"x 10"x 4" 12'x 12"x 4" Enclosure Rating NEMAU NEMA 4X NEMA4X Number of Fuse Poles 3 6 12 Maximum Input Fuse Rating (A) 30 30 20 Operating Temperature (C') -40 to 50 -40 to 50 -40 to 50 . Product design and specification subject to change or modification without notice High -Current Combiner Box Part Number:STG.CBRH.3 :o 0 Ii High -Current Combiner Box Part Number: STG.CBRH.6 High -Current Combiner Box Part Number: STG.CBRH.12 Featrures Finger -safe fuse holders Reinforced, plated buss bars Lockable enclosures Built to UL1741 Non-conductive NEMA 4X enclosure 5 -year warranty standard on all models /ARRPS'Snni Ridgeline harnesses are available to streamline installations, by reducing wire requirements & specialized labor Available with SNAI'sh wireless monitoring 1@U1 LISTED PHOTOVOLTAIC COMBINER BOX 46JS 8 7 Is. 15 4 13 2 11 s • - - 9.11 [231] 2.35 [1821 { y - 8.68'(220] 1 .33 (8] 06.41 (m] . ��� ��' ��� lei • O OFF0 0 c O' 0 CONCENTRIC KNOCNOUTS F011 TAIGENTNL KNOCKOUTS FOR 1, / CONOUR 3 1, 1-I/1 CONg1R 3/4. 1TY 3 1 _ f aef2zl _ ,aJ D q. nIL�6.eoN. OLES .88 (22) = , M " B _ 1 .21 DOT) 7.00 [178) . e, 04.78 [12 11 ' TRNGENTNL KNOCKOUTS FOR NOTE: CONg1R O 1 1. ME -RIC NS (IN MILLINET) M AE S IN IN RRRCKE 1 ' ERS " 2. � RRNGE N OF LUGS IS /0-/14 COPPER OR RLl61gUN. ' 1 � t(67) .281 [SA10MNNOCKODUII .OUAt1f1Y 1A A -�?f • iRM, wm, �c a=voa CUTLq� 0R—�AM�MER BST N on Rmws a ` quErtsoN SNEE* L !^(�� i �,.�, • ••, 60 RMP TYPE 3R GENERA. DUTY _ - - MrL`95-1451 i a`, 8 6 5 ^4 N AMP -TRAP° Shawmut ATM 1-1/2" X 13/32" MIDGET FUSES HIGHLIGHTS: >' Fast Acting Special Ratings (above 30A) Amp-trapO midget fast -acting ATM fuses are rated 600 volts AC and DC, with a 100kA inter- rupting rating. These ratings give the ATM a wide range of applications hot covered by other midget fuses. In addition, ratings of 30/35, 30/40 and 30/50 amperes are offered for specific applica- tions such as capacitor protection. These ATM fuses must still be considered 30A fuses because of their dimensions, but are able to withstand much higher inrush currents and tougher duty cycles. (Not for Branch Circuit Protection). APPLICATIONS: D Supplemental protec- tion of a wide variety of circuits up to 600VAC and 60OVDC with 100kA I.R. > For supplemental protection of small motors and transformers > Extended ratings for special protection of capacitors and circuits with high inrush currents > 600VOC ratings for a wide variety of applications > Can be used with ULTRASAFE'" fuse holders > AC: 1/10 to 30A 600VAC,100kA I.R.; 35 to 50A 600VAC, 10kA I.R. > DC: 1/10 to 30A 600VDC, 100kA I.R. Melting Time — Current Data 1/10 - 30/50 Amperes, 600 Volts AC loo 70 so 30 20 to 7 S 2 .1 07 os 03 02 01 _ N W in V N W LA N W Lq O O O OO O O O O O O O O O O O O O Current in Amperes C4 uLSP > UL Listed to Standard 248-14 (1/10 to 30A) File E33925 > DC listed to UL Standard 248-14 (1/10 to 30A) > CSA Certified to Standard C22.2 No. 248.14 (1/10 to 30A) Standard Fuse Ampere Ratings, Catalog Numbers AMPERE CATALOG AMPERE CATALOG RATING NUMBER RATING NUMBER 1/10 ATM1/10 6 ATM6 1!7 ATM1/7 7 ATM7 1/8 ATM1/8 8 ATM8 2/10 ATM2/10 10 ATM10 1/4 ATM1/4 12 1 ATM12 1/2 ATM1/2 15 ATM15 3/4 ATM3/4 20 ATM20 1 ATM1 25 ATM25 1-1/2 ATM1-1/2 30 ATM30 2 ATM2 30/35 ATM30/35* 3 ATM3 30/40 ATM30/40* 4 ATM4 30/50 ATM30/50* 5 ATM5 * are not continuous current rated devises ZepSo[ar Datasheet: ZS Tile ZS TileTw` offers the fastest and least expensive way to install PV Zep compatible•• . arrays on tile roofs. It's designed to interoperate with a growing list of Zep Compatible PV modules that incorporate the patented Zep Groove ZS Tile mounting hardware is frame specification. Utilizing quarter -turn, rock -in, and drop-in con - designed for use with Zep Compatible' PV modules from nections, ZS tile eliminates the need for rails and separate grounding leading PV module Manufacturers. hardware while offering a superior aesthetic approach. Visit zepsolar.com for a current list of Zep Compatible" PV modules. Key System Benefits Key Technical Features Our Other Product Families Dramatically reduces installation Low system weight ZS Aero time for low -slope & flat roofs Easily enables additional support ZS Comp - Eliminated mounting rails and clip at array edges for high wind' ®. for composition shingle roofs hardware applications r.. 90 ZS Seam' Eliminates separate grounding Interlock ETL listed to UL 1703 as for standing seam metal roofs hardware ground bond meansO ZS Span - for rail -based applications Rapid, top -accessible precision array leveling Ground Zep UL and ETL listed to UL ZS Trap - 467 as grounding and bonding device O for trapezoidal metal roofs Ultra -reliable hyper -bonded O ZS Wave - grounding matrix Interlock, Leveling Foot, and Ground for corrugated roofs Ultra-low parts count Enhanced aesthetics — Zep Listed to UL 2703 as PV bonding device . • pOMF4TjB • � V� ET�/ ' Q � LISTED Page 1 of 2 Datasheeti• ZS Tile Components Interlock " The Interlock provides north -south and east -west structural and ground bond connections creating a structurally contiguous hyper -bonded array. Interlock UL listed to UL 2703 and ETL listed to UL 1703. •• Leveling Foot(31.amml [30 7mml ml s }-_�- I,25irr 1.21in i (39.dmm) - � 2.29 1.SSi� [81.2mm) 3.20in J— (I OI bmmJ • d.00in. The Leveling foot provides a means of attachment between the PV array and the mounting surface or flashed attachment apparatus and allows for easy array height adjustment (1.25"throw). - Array Skirt The Array skirt facilitates easy front -row installation while providing a clean look at the front of the PV array. Ground Zep d J The Ground Zep provides a point of connection between the PV array and the equipment grounding conductor. One Ground Zep is required for every 72 PV modules. UL and ETL listed to UL 467 UL listed to UL 2703. Universal Box Bracket AC/DC Cable Clip Replacement Tile go Theuniversal Box Bracket atlowsrapid attachment of Clips Into Zep Groove for ultra -fast and easy The Replacement Tile provides a means of flashed electrical boxesto the module frame. • management of PVwiring and micro -inverter cables. attachment for ZSTilainstallations. Array Skirt Cap Set Toots The Array Skirt Cap Setprovidesan aestheticcover for Zep TooL4 functions,] tool;Flat Tool: Forinter-module , the exposed end of the Array Skirt. Made of anodized removal aluminum, each set comeswith two Skirt Caps. 111, doormen, does trot crelets"iress wxrmnry by its Solar at about its products at serdces In Solars rote warrants is contained in the written product warrents for each ,. Visit repsolarcom for more information pope our products and company. Product. The endaser documentation shipped with tea Split's products constitutes the sole specifications referred to In the product wanamy.The customer Is solely responsible Por verifying the sukabiGry of ZeirSolm's products for each use Sp2cifctuars are subject to change without notice Copyright m 2010.2012 Zep Sola.Inc U.S. Patent 47.592,537. US Patera 8309,048.U.S. & Intl Patents Pending. Last Updme:Februap25.20133:IIPM Page 2 o/2 SolarCity .3055 Clearview Way,'San Mateo, CA 94402 .(888) -SOL -CITY (765-248 9)- I www.solarcrty._com January 24, 2014 Project/Job # 9221180 RE:. Project: COVER LETTER Petite Residence 79830 Rancho La Quinta Dr La Quinta, CA 92253 Version #17.6 Digitally signed by S-rihari Raghavan Date: 2014.01.24 14:18:43 -08'00' To Whom It May Concern, A jobsite survey of the existing framing system Was performed by an audit 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 2005 NDS -,Risk Category = II - Wind Speed = 110 mph, Exposure Category C Roof Dead Load = 14 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground/Roof Snow Load = 0 psf CITY O LA QUINTA BUILDING & SAF@v`�ETY DEPT. P&D FOR CONSTRUCTION DATE BY On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review only applies to the section(s) of the roof that directly supporting the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. The structural roof framing and the new attachments that directly support the gravity loading from PV, modules have been reviewed and determined to meet or exceed requirements of the 2013 CBC. Please contact me with any questions or concerns regarding this project. RECEIVED Sincerely, ' {:. FEB. 0 5 2014 Srihari Raghavan, P.E. CIN OF LA QUINTA Civil Engineer Main: 888.765.2489,,x5470 COMMUNITY DEVELOPMENT email: sraghavan@solarcity.com / 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1]29 solarcity.com AZ ROC 243771. CA CSL8 888104. CO EC 8041. CT HIC 0632778. DG HIC 71101486, OC HIS 71101488, HI.CT-29770. MA HIC 168572• MD MHIC 128948, NJ 13\M06160600, OR CC8 160498, PA 077343, ,rx "rOLR.27006, MVA-GCL: SOLARC'91907. Q120i(6SolnrCity. All rights reserved n u r f� •... � il' I s C.C�ywi.• iAvi� • � '�,j�„ I •s t�118l Lal' i'1 •wr«.-r�-r�4k A ��ta�- � =f « . I .:.yac1+ a� e}pct r.��i �awsa- , � _ .3�A� R I cit a•1 1 y;r �� i Ira i •� Q � ,,p��i Q' -1' = � b�! b L' man fi%"^. �r�aas __.i ]—� 6 "ae � ao Q': s7�^r ,,,. �••, ,mac �j L 16.4 �-"-- ' �, •'� ♦... � �.'.'rl.9n• }9 1�efj ,rCd .*G►�a'lR •�',���A.iUItA h� 1�_ 4 low LN ION /J ��? �r�i�Cr'i�$1l �1St�isb�ts'�G,' -Jii�sc"s.�a""• 'i Ufa 1.{ � E'1 P,-�R(�:.tii r`"f r ++�~• y ��:�Dyb'•i9 �'i`l:f �`p+,�, � y .� �•, - �F• �, its e!'� +9��J;LN . ��:. 'q` .T�,��1 � S1• � `r++Y \ r �,t; { i t`;�^y�—TI-1���%� � T ' ~� �Q�� `^`• 'Jr I ,� r i �'S �q .oil 1 � � �� . � _nit rt I • !J �i I � H ,2y�� 4'y L ,.,� / � �f �� •r. �' ' moi' 9�t' >�: I M �. .:S all •;; ►,a' a OOap�data��9_�4rooalefJ�o'��©20I''..�Di�ait=l' g3uul t�''Resorts pa win rs' 06ij 5�di3'ra,t]tfFr GID r Ms s o � Is YN / 1� • , os %'E�a�1E:Fai ,c1P3 \ rx �� ar tr Baba tiful���Ai ,rr/rr 4rrr .�lpGSir{r 1 wr �• � � ,91113 � 1 01.24.2014 �4$olar ''tT"' Version #17.6 �lt�/SleekMounPV System mPage # 3 Structural Design. Application PROJECT INFORMATION - Project.Name: i Petite; Residence). - AHJ: -- _ La,Quinta :" Job Number: 9221180 Building Code: 2013 CBC -Customer Name: _�_ •P&tite; DonaWC.I Based On: 2012 IBC' .• Address: 79830 Rancho La Quinta Dr ASCE Code: ASCE 7-10 City/State: La':Quinta,': CAS • Risk Category_ 24" O.C. ' Zip Code 92253 Upgrades Req'd? No { 3 = . _ Yes ' _ Latitude /Longitude:L33.69.8086 -116:271459.1`' Stamp Req'd? SC Office: Thousand Palms PV Designer: Bryan Blanchard - Calculations:. �SriharFRa l�P.E.k. EOR:TS ihari!Ra havanx,P.E. . MOUNTING STRUCTU'R'E &P V SYSTEM INFORMATION Mounting Plane Information Roofir�q Material PV Module Weight (psf) Spanish Tile Roof 2.5 psf Tile Reveal _SM{SpaniOnIV)-- �SM Tile Attachment System Standing Seam Spacing Seam Only NA Tile`Spanner,Bar_Direction, Robf,Slope�. - - - -' - _ L - - 18°_ ...-� - r'- - - 1. - _ _ - - Rafter Spacing Yes 24" O.C. ' Standoff�(Attachment Hardware)' PV Assembly Information PV System Type P� stem"Module Orientations.,- PV Module Weight (psf) SolarCity,SleekMountTM 2.5 psf r Landsca e, ' • - Tile Attachment System Tile Roofs Only SM Span Tile`Spanner,Bar_Direction, LSMSpan Only _ Y -Y,' - Spanning Vents Yes Standoff�(Attachment Hardware)' ��_ _ _ -_~_ Miohtv,Hook HDG ST,., Minimum Eave End Setback 6" MinimumaRid a Setback -.7-71L 7 T �7Y.' PV System Weight i. PV Module Weight (psf) 2.5 psf Hardware Assembl .Wei ht s � 075' sf,. PV System Weight sf) 3 psf Seismic Design Criteria er USGS Seismic Design Code Latit—dde� "s Area ASCE 7-10 IBC Sect. 3404.4 L 7 33:6981' : it r.:;' :1145 sf11 - Longitude Roof -116.2715 W PV SRA'at Short Period, Ss I _ _ 1t515s_'' USGSi . _ SRA at 1s Period Sl _ 0.600 USGS Soil Site Class! ` _-- __ _' — is ___ D� _ ,_IBC.1613:5:2'` Seismic Design Category SDC D USGS Seismic Check Required (Ss >_ 0.4Q & SDC >_ D)? ±- Yes IBC 1613.1 ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Sum Area of MPs with PV Area Dead Load Weight IBC Sect. 3404.4 PSV System:Weiglif'. -� s �`P' - r.:;' :1145 sf11 - : -_ I sfl 3'435;Ibsi. Roof Total Weight of PV System W PV 3,433 lbs Ceiling- Weight of Roof on Existing Building Sum Area of MPs with PV W(PV)/ W(exist) - 1717 sf IBC Sect. 3404.4 Portion of Roof Weight 'Area Dead Load - Weight ' Roof , 1 717 sf 14.0 psf 24,031 lbs Ceiling- - ! - ' 11717,sf•' L 6:0 sf. 10'258'16s;..`_• _ __ _ Interior Walls (Top Half) 663 sf 6.0 sf 3,977 lbs � Walls To Hal _ s -Exterior 663'sf.9:0: sf- C'. S 966,lbs _ t . Net Weight of Roof Under PV W(exist)I1 44,273 lbs I Check% Increase of Roof Weight I Seismic Shear Load % Increase of DCR of Lateral Force Resisting System W(PV)/ W(exist) - 7.8% Increase Seismic Shear Load < 10% -> OK IBC Sect. 3404.4 Note: Seismic base shear is directly proportional to roof weight. 1 -; Page # 5 CALCULATION OF DESIGN WIND LOADS_ r Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind sign;Method .ti ;'- Partially/Fully,Enclosed:Method I Basic Wind Speed V 110 mph Fig. 26.5-1A Exp°lure. ategory• i — '- -- -C-- --- -= r' tSedion*267Y Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B �� Mean Roof,Height� _ �'- — h� s� 15 ft,, _ - , ;� Sectiont26:2' Effective Roof Slope 180 - DCR° :. r� Effective�RafterSpacing"s r. F - - 24" b:c7- - z Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor,' ' _ Krt, ' 1400. _� - _ ,=Section_,,26.8 � _ Wind Directionality Factor ._ Kd 0.85 Section 26.6-1 Im ortance:Factor... _'_"._ �. _' - _ I,'._ _-- . __ _._ '.. __.:. _ ,NAI Velocity Pressure qh qh = 0.00256_ (Kz) (Kzt) (Kd) (V^2_1 22.4 psf Equation 30.3-1 Wind PrPeaurP Ext. Pressure Coefficient Up GC -0.88 Fig. 30.4-2A/B/C-5A/B -. ,. -: - .- Ext1,,Pressure,Coefficient (Down)t _ •- .. GG Down � 0';45 `.. .. ; • _ .� . _. . �..., l ...` _ Fig: 30.472A/B/C 5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up p „ -19.6 psf PV Assembly Dead Load Wind Pressure Down P(down) _ 16.0 psf ' X -Direction - Y -Direction Max Allowable Standoff Spacing- Max'Allowable Cahtilever, ` Landscape Landscapea '' ; " ALLOWABLE STANDOFF SPACINGS 56" _ 24" . Standoff Configuration Landsca a Not -Staggered Max Standoffjributary,Arear , Trib _ _ : ' X -Direction - Y -Direction Max Allowable Standoff Spacing- Max'Allowable Cahtilever, ` Landscape Landscapea '' ; 72" .: 24 1 56" _ 24" . Standoff Configuration Landsca a Not -Staggered Max Standoffjributary,Arear , Trib _ _ : � �' ' _ 28 sf,. - - - - PV Assembly Dead Load W -PV 3 psf Net.Wind;Uplift at Standoff, F T7actuall -281 lbs- > Uplift Capacity of Standoff T -allow 350 lbs Standoff.Demand 75apacity, - .. f' - DCR° :. r� _ -_ :. _ _ . 80.2%'> _ ,_-, ., • '� CALCULATION OF ROOF Roof Dead .Load Reduced'Roof Live Load, Material Load Roof Category Description Roof�ing�Type`���'"'��`� -�`_ � 1.; ��� :.� All MPs ti .`Spanish Tile;Roof_ ��,1'Q.O;psf - •4 Number of Layers - 1 Lb 20.0 psf 7 T,Roofirrg:Paperti .• € , f"'�' ` 0'5� PlywoodSheathing Yes .1 .5 psf Boar'._ .. .:,Noe�d;Shahig 1 psf . ; Rafter Size and Spacing 2 x 4 @ 24 in O.C.0.7 psf- Vaulted�Ceilingi �'��.i� .:: ` •-• '' �" ! ' -_'.None" � �' 0 O,ps �" Miscellaneous Miscellaneous Items 1.3 psf, Total,Roof Dead Load Tritiutary�Area,Red'uction� �� 14,psf (All MPs) 14.0 psf. Reduced'Roof Live Load, "Symbol .,Value -ASCE 7-10 Roof Live Load . Lb 20.0 psf Table 4-1 MemberTr`ibutary.Area. '� ", i `' ., Ar , - - - s ' 4 <" 200sf, ° —4/12 c Roof Slope Tritiutary�Area,Red'uction� �� fi R1; �'„ '1 tiK .•� ,Secti6n,.4I8Y ' Sloped Roof Reduction Rz 1Section 4.8, , ` .-5777777- oad " �� T zR . -_ 1oLiv ioE uation'4 8- !Reduced4Roof Live Load Lr '20: sf. All MPs 20.0 sf p •L j k i 1. - • - _ p - t COMPANY PROJECT WoodWorksQD SOFTWARE FOR WOOD DESIGN Jan. 24, 2014 14:13 . MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit. 95 92 . Total tern Start End Start End 546 Roof DL Dead Full Area No 14.00 (24.0)* psf PV DL Dead Full Area No 9.00 (24.0)* psf Roof LL Roof live Full Area Yes F,'theta 20.00 (24.0)* psf . *rrinutary wiatn (in) Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) 12'-7.1 0' 1'-6" 6-10" Unfactored: Dead Roof Live Factored: 186 164 293 253 95 92 . Total 350 546 188 Bearing: F,'theta 665 665 665 Capacity Joist 872 872 499 Supports 586 586 586 Anal/Des Joist, 0.40 0.63 0.38 Support 0.60 0.93 0.32 Load comb #5 #8 #7 Length 0.50* 0.50* 0.50* Min req'd 0.50* 0.47** 0.50* Cb 1.75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 minimum oeanng iengin setting usea:.Uz.. Tor ena supports ana viz, for, interior supports **Minimum bearing length governed by the required width of the supporting member. Top Chord @ MP1 Lumber -soft, D.Fir-L, No.2, 2x4 (1'-1/2"x3-1/2" ) Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 12'-7.1"; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (; efer to online help); MP1.wwb WOodWorkS® Sizer SOFTWARE FOR WOOD DESIGN Wood Works® Sizer 10.0 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 68 Fv' = 180 fv/Fv' = 0.38 Bending(+) fb = 732 Fb' = 1552 fb/Fb' = 0.47 Bending(-) fb =-1105 Fb' = 1544 fb/Fb' = 0.72 Deflection: - - 1.00 1.00 - Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.0 - CRITICAL LOAD COMBINATIONS: Interior Live 0.06 = <L/999 0.26 = L/240 0.21 Total 0.11 = L/564 0.35 = L/180 0.32 Cantil. Live -0.06- L/301 0.16 = L/120 0.40 Total -0.09 = L/206 0.21 = L/90 0.44 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF. Cfu Cr Cfrt Ci Cn Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 900 1.00 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - Fb'- 900 1.00 1.00 1.00 0.994 1.500 1.00 1.15 1.00 1.00 - Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.0 - CRITICAL LOAD COMBINATIONS: Shear LC #8 = D+Lr (pattern: V = 264, V design = 239 lbs _LL), Bending(+): LC #7 = D+Lr (pattern: L_L), M = 187 lbs -ft Bending(-): LC #8 = D+Lr (pattern: LL), M = 282 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: "EI = 9e06 lb -int "Live" deflection = Deflection from all non' -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 LC# 8 7 8 4 4 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code ( BC 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 provisio-is 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. COMPANY PROJECT WoodWorks® SOFRYARF FOR WOOD DESIGN Jan. 24, 2014 14:14 MP2.wwb - -Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magn_tude Unit 'Total 381 tern Start End Start End 153 Roof DL Dead Full Area, No 14.00 (24.0)* psf PV DL Dead Full Area No 3.00 (24.0)* psf Roof LL Roof live Full Area Yes 665 20.00 (24.0)* psf 'Trinu.tary Wicitn (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 14'-11.6" 0' 1'-8" 91-1.114'-1" Unfactored: Dead Roof. Live Factored: 177 204 270 313 58' 95 'Total 381 583 153 Bearing: F'theta 665 665 665, Capacity Joist 872 872 499 Supports 586 586 586 Anal/Des Joist 0.44 0.67 0.31 Support 0.65 0..99 z 0.26 Load comb #5 #8 #7 Length 0.50* 0.50* 0.50* Min req'd 0.50* 0.50** 0.50* Cb 1.75. 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 Fcp sup, 625 625 625 -ivnnimum nearing iengtn setting used: 1i2" for end supports and 1/2" for interior supports "Minimum bearing length governed by the required width of the supporting member. Top Chord @ MP2 Lumber -soft, D.Fir-L, No.2, 2x4 (1-1/2"x3-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 14'-11.6"; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied'where permitted (refer to online help); I - WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN I MP2.wwb Wood Works® Sizer 10.0 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 83 Fv' = 180 fv/Fv' = 0.46 Bending(+). fb = 1316 Fb' = 1552 fb/Fb'•= 0.85 Bending(-) fb = 1536 Fb' = 1537 fb/Fb' =. 1.00 Live Defl'n 0.23 = L/411 0.39 = L/240 0.58 Total Defl'n 0.44 = L%212 0.52 = L/180 0.85 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Cis Cn Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 900 1.00 1.00 .1.00 1.000 1.500 1.00 1.15 1.00 1.00 - Fb'- 900 1.00 1.00 1.00 0.990 1.500 1.00 1.15 1.00 1.00 - Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' -.1.6 million 1.00 1.00 - - - - 1.00 1.00 - Emin' 0.58 million 1.00 1.00 - - -' - 1.00 1.00 - CRITICAL LOAD COMBINATIONS: Shear . : LC #8 = D+Lr (pattern: LL), V = 311, V design = 2E9 lbs Bending(+): LC 44 = D+Lr (pattern: L ), M = 336 lbs -ft Bending(-): LC #8 = D+Lr (pattern: M = 392 lbs -ft _LL), Deflection:,LC #4. = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed.in the Analysis output. Load Patterns: s=S/2., X=L+S or, L+Lr, _=no pattern load in this span Load.combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb-in2 - "Live" deflection =_Deflection from all non -dead loads (live, wind, scow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 LC# 8 4 8 4 4 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with)the ICC International Building Code OBC 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.