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BSOL2015-00528 arw 78-495 CALLE TAMPICO O�iU LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 LICENSED CONTRACTOR'S DECLARATION - 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 Professions Code, and my License is in full force and effect. License Class: C30, C46 License No.: 812958 Date: ./T /3 / Contractor �� s *.i 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 statement 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, 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 of sale.). (_) 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 contractor(s) licensed pursuant to the Contractors' State License Law.). (_) 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 Lender's Address: WORKER'S COMPENSATION DECLARATION I 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 wo k for which this permit is issued. e46 .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:— Policy Number: _ I 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 comply with those provisions. Date: /,3 /r Applicant: i WARNING: FAILURE TO SECURE WORKERS' 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 Building Official 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 correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date: ice/ /S"Signature(Applicant orAgent) ' v Date: 5/13/2015 Application Number: BSOL2015-0052 a� -- -- Owner: Property Address: 78815 LA PALMA DR ETHAN IRWIN APN: 604163020 Property Zoning: CJ Application Valuation: $30,000.00 G) Applicant: ' Contractor: z 5 NEW DAY SOLAR NEW DAY SOLAR p 23811 WASHINGTON AVE STE C110 �+ 23811 WASHINGTON AVE STE�C110� #224 #224 z p MURRIETA, CA 92562 MURRIETA; CA 92562 0 tv o (855)444-6329 n -Clio �. cr Llc. No.: 812958 � z LICENSED CONTRACTOR'S DECLARATION - 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 Professions Code, and my License is in full force and effect. License Class: C30, C46 License No.: 812958 Date: ./T /3 / Contractor �� s *.i 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 statement 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, 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 of sale.). (_) 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 contractor(s) licensed pursuant to the Contractors' State License Law.). (_) 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 Lender's Address: WORKER'S COMPENSATION DECLARATION I 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 wo k for which this permit is issued. e46 .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:— Policy Number: _ I 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 comply with those provisions. Date: /,3 /r Applicant: i WARNING: FAILURE TO SECURE WORKERS' 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 Building Official 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 correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date: ice/ /S"Signature(Applicant orAgent) ' v FINANCIAL INFORMATION :.DESCRIPTION - ACCOUNT QTY AMOUNT' PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 5/13/15 PAID BY METHOD RECEIPT #' CHECK # CLTD BY NEW DAY SOLAR ; Ct ECK4 R6050 9007 SKH Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 $2.00 DESCRIPTION ACCOUNT. QTY AMOUNT PAID- PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 5/13/15 PAID BY. METHOD. RECEIPT # ` CHECK # CLTD BY NEW DAY SOLAR CHECK R6050 9007 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 5/13/15 PAID BY METHOD -RECEIPT # CHECK # CLTD BY NEW DAY SOLAR CHECK R6050 9007 SKH Total Paid forELECTRICAL: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 5/13/15 PAID BY METHOD . RECEIPT # CHECK # CLTD BY NEW DAY SOLAR CHECK R6050 9007 SKH Total Paid forPERMIT ISSUANCE: ' $91.85 $91.85 TOTALS: Description: IRWIN / SOLAR PV AND SERVICE PANEL UPGRADE ADDITIONAL Type: SOLAR Subtype: Status: APPROVED Applied: 5/5/2015 SKH Approved: 5/12/2015 JFU Parcel No: 604163020 Site Address: 78815 LA PALMA DR LA QUINTA,CA 92253 Subdivision: TR 23269 Block: Lot: 120 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $30,000.00 Occupancy Type: Construction Type:. Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 5/5/2015 Details: 7.4kW SOLAR ARRAY - (29) 255W TRINA TSM-255PD05.08 PANELS W/ (1) SMA SB6000TL-US INVERTER [464SF] 2013 CALIFORNIA ELECTRICAL CODE. JAKE FUSON 5/12/2015 a,. _j Appliei)to Approved i Printed: Wednesday, May 13, 2015 3:59:21 PM 1 of 2 C srszrMs ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK SUBMITTAL RECEIVED STEPHANIE KHATAMI 5/5/2015 5/5/2015 TELEPHONE CALL JAKE FUSON 5/12/2015 5/12/2015 NOTIFIED ANDREW HINES (951) 663-1189 THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE. CONDITIONS CONTACTS NAME TYPE NAME ADDRES51 CITY STATE ZIP PHONE FAX EMAIL APPLICANT NEW DAY SOLAR 23811 WASHINGTON AVE STE C110 MURRIETA CA 92562 (760)972-6736 CONTRACTOR NEW DAY SOLAR 23811 WASHINGTON AVE STE C110 MURRIETA CA 92562 (760)972-6736 OWNER ETHAN IRWIN 78815 IRWIN CIRCLE I LA QUINTA CA 92253 1 (760)972-6736 Printed: Wednesday, May 13, 2015 3:59:21 PM 1 of 2 C srszrMs INSPECTIONS FINANCIAL INFORMATION SOLAR FINAL" BLD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD. PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306. 0 $2.00 $2.00 5/13/15 R6050 9007 CHECK NEW DAY SOLAR SKH Total Paid forBUILDING STANDARDS ADMINISTRATION $2.00 $2.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 5/13/15 R6050 9007 CHECK NEW DAY SOLAR SKH FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $24.17 5/13/15 R6050 9007 CHECK NEW DAY SOLAR SKH FIRST 20 PC Total Paid forELECTRICAL: $48.34 $48.34 PERMIT ISSUANCE 101-0000-42404 1 0 $91.85 $91.85 5/13/15 R6050 9007 CHECK NEW DAY SOLAR I SKH Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS:1$142.19 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR 'SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES SOLAR FINAL" BLD RnNn INFORMATION ATTACHMENTS Printed: Wednesday, May 13, 2015 3:59:21 PM 2 of 2 C"WlYSTEMS r_ i Bin # Qty of La Quinta Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 g Buildhig s'er it Application and Tracking Sheet Permit # 1A Project Address: 4ld, Owner's Name: �,�� �,,, E•f�s� 1rLo'.� A. P. Number: d� -' "%3' Z U Address: ' �i mein.•=, Legal Description: Contractor: �� Z.7 City, ST, Zip: L Tele hone: i€l P .� � % Address: Z �`j [��� , Project Description: City, ST,Zip:!"lW6f_4,, CA Telephone: hone• S c l State Lic. # : City Lie. #.: Arch., Engr., Designer: -Address: City, ST, Zip: Telephone: P o . >`. State to Lic. #• Name of Contact Person: ! �� Me Con tr s ucti n Type: Y P e: Occupancy: P Y: Project a (circle one New d' h'P � Ad n Alter Repair r Dem 0 Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: �"/ 6 /f Estimated Value of Project: 3� , coo APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for cerimEfiens IS50E r �2 Plan Check Deposit Truss Cates. Called Contact Person �/ Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2". Review, ready for corrections/issue Electrical 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 corrections/issue Developer Impact Fee Planning Approval Called Contact Person A,I•P.P, Pub. Wks. Appr Date of permit issue School Fees . Total Permit Fees SMA Certified THE WORLD'S OI SECURE POWER Sl Innovative 9 Sf'S A rw it Powerful • UL 1741 and 1699B compliant • Secure Power Supply provides • 97.6% maximum efficiency • Integrated AFCI meets the require- daytime power during grid outages Wide input voltage range ments of NEC 2011 690.11 • Shade management with OptiTrac Global Peak MPP tracking SUNNY BOY 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US 4*.%K Y}rg G 9 f + °s r5 WA Iz mPoRS Setting new heights in residential inverter performance Flexible • Two MPP trackers provide numerous design options • Extended operating temperature range Irttertek The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTraem Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. -2 - - - 9 .. •••• 6o .-175 V1 '9v6 f .i- @oINV�-400V1 175 neo Eta N� - 480 h V,,, Ih - .O 0.2 0.4 0.6 0.8 1.0 Output power/ Rated power Technical data Input (DC) Max. usable DC power (@ cos T - 1) Max. DC voltage Rated MPPT voltage range MPPT operating voltage range Min. DC voltage / start voltage Max. input current / per MPP tracker Number of MPP trackers / strings per MPP tracker Output (AC) AC nominal power Max. AC apparent power Nominal AC voltage / adjustable AC voltage range AC grid frequency, range Max. output current Power factor (cos cp) Output phases / line connections Harmonics Efficiency Max. efficiency CEC efficiency Protection devices DC disconnection device DC reverse -polarity protection Ground fault monitoring / Grid monitoring AC short circuit protection All -pole sensitive residual current monitoring unit Arc fault circuit interrupter (AFCI) compliant to UL 1699B Protection class / overvoltage category General data Dimensions (W / H / D) in mm (in) DC Disconnect dimensions (W / H / D) in mm (in) Packing dimensions (W / H / D) in mm (in) DC Disconnect packing dimensions (W / H / D) in mm (in) Weight/ DC Disconnect weight Packing weight/ DC Disconnect packing weight Operating temperature range Noise emission (typical) Internal consumption at night Topology Cooling concept Electronics protection rating Features Secure Power Supply Display: graphic Interfaces: RS485 / Speedwire/Webconnect Warranty: 10 / 15 / 20 years Certificates and permits (more available on request) NOTE: US inverters ship with gray lids Type designation Toll Free +1 888 4 SMA USA www.SMA-America.com Accessories Speedwire/Webconneo RS485 interface interface DM-485CBUS-10 SWDM4JS-10 r� � Y Fan kit F=1IT02-10 • Standard feature 0 Optional feature - Not available Data at nominal conditions Sunny Boy 4000TL-US Sunny Boy 5000TL-US Sunny Boy 6000TL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 4200 W 600 V 175-480V 125V -500V 125V/150V 24A/15A 4000 W 4000 VA 208V/ • 240V/ • 183 - 229 V 211 - 264 V 60 Hz / 59.3 - 60.5 Hz 20A 1 1/2 <4% 5300 W 600 V 175 - 480 V 125V -500V 125 V/ 150 V 30A/15A 2/2 4550 W 5000 W 4550 VA 5000 VA 208 V/ • 240 V / • 183 - 229 V 211 - 264 V 60 Hz / 59.3 - 60.5 Hz 183 - 229 V 22A 211 - 264 V 1 1/2 60.5 Hz < 4% 97.2% 97.5% 97.2% 97.6% 96.5% 97.0% 96.5% 97.0% 6300 W 600 V 210 - 480 V 125V -500V 125V/150V 30A/15A 5200 W • 6000 W 5200 VA • 6000 VA 208 V/• 240 V/• 183 - 229 V 211 - 264 V 60 Hz / 59.3 - 60.5 Hz 25A • 1 1/2 I/IV < 4% 490/519/ 185 (19.3/20.5/7.3) 97.0% 97.4% 96.5% 97.0% SMA America, LLC • • • • I/IV 490/519/ 185 (19.3/20.5/7.3) 187/297/190 (7.4/11.7/7.5) 617 / 597 / 266 (24.3 / 23.5 / 10.5) 370/240/280 (14.6/9.4/11.0) 24 kg (53 Ib) / 3.5 kg (8 Ib) 27 kg (60 Ib) / 3.5 kg (8 Ib) -40°C...+60°C (-40°F...+140°F) < 25 dB(A) < 29 dB(A) < 29 dB(A) <1 W <1 W <1 W Tronsformedess Transformedess Transformedess Convection Convection Active Cooling NEMA 3R NEMA 3R NEMA 31? • • • 0/0 0/0 0/0 0/0/0 0/0/0 0/0/0 UL 1741, UL 1998, UL 16998, IEEE 1547, FCC Part 15 (Class A & B), CAN/CSA C22.2 107.1-1 SB 4000TL-US-22 SB 5000TL-US-22 SB 6000TL-US-22 SMA America, LLC Mono Multi Solutions THE un�versa 60 CELL MULTICRYSTALLINE MODULE 245 -26OW POWER OUTPUT RANGE 15.9% MAXIMUM EFFICIENCY ©`ts+3% POWER OUTPUT GUARANTEE As a leading global manufacturer of next generation photovoltaic products, we believe close cooperation with our partners is critical to success. With local presence around the globe, Trina is able to provide exceptional service to each customer in each market and supplement our innovative, reliable products with the backing of Trina as a strong, bankable partner. We are committed to building strategic, mutually beneficial collaboration with installers, developers, distributors and other partners as the backbone of our shared success in driving Smart Energy Together. Trina Solar Llmited www.trinasolar.com ��o�msolar Smart Energy Together MODULE PD05.08 PD05 Our most versitile product �$ • Compatible with all major BOS components and system designs • 1000`✓ UL/1000V IEC certified ` One of the industry's most trusted modules ;;• • Field proven performance Highly reliable due to stringent quality control • Over 30 in-house tests (UV, TC, HF, and rrany more) • In-house testing goes well beyond certif cation requirements • PID resistant Certified to withstand challenging environmental conditions • 2400 Pa wind load • 5400 Pa snow load LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year linear Power Warranty 4100% Addiilonol v volve horn Tri cso% __ _ nO Sol "s line o °r N'orron ty 0 a0% Years 5 1• 15 20 25 ❑ Trinastancrard [] industrystandbrd THE Universal MODULE PRODUCTS POWER RANGE TSM-PD05 245-26OW TSM-PD05.08 245-26OW DIMENSIONS OF PV MODULE unit:mm 941 Q (UNCTION 80% NAMEAATE 4B9x1] MSTAIUNG HdE g C °a "43GROUM HOLE A A 1T-0rNIN HOIE Back View I I 35 A -A ELECTRICAL DATA (STC) Solar cells + Multicrystalline 156 x 156 mm (6 Inches) ICell orientation Peak Power Watts -PA x (WpT - • 245 250 255 260 Power Output Tolerance-PMAx (%) 27.6 28.0 0-+3 {{ 28.3 I 1 Maximum Power Voltage-VMrr (V) 29.9 30.3 30.5 30.6 IMaximum Power Current-IMrr (A) 8.20 8.27 8.37 8.50 Open Circuit Voltage -V« (V) 37.8 38.0 38.1 38.2 IShort Circuit Current-Isc (A) 8.75 8.79 8.88 9.00 m Module Efficiency rlm (%) o 15.0 15.3 15.6 15.9 STC: Irradiance 1000 W/m', Cell Temperature 25°C, Air Mass AMI.5. Typical efficiency reduction of 4.5% at 200 W/m' according to EN 60904-1. 0 ELECTRICAL DATA (NOCT) Solar cells + Multicrystalline 156 x 156 mm (6 Inches) ICell orientation Maximum Power-PMAx (Wp) 182 186 190 193 Maximum Power Voltage-VMry (V) 27.6 28.0 28.1 {{ 28.3 I 1 Maximum Power Current-I.m (A) 6.59 T 6.65 6.74 6.84 Open Circuit Voltage-Voc (V) 35.1 35.2 35.3 35.4 Short Circuit Current-Isc (A) 7.07 7.10 7.17 7.27 NOCT: Irradiance at 800 W/m'. Ambient Temperature 20°C. Wind Speed I m/s. I-V CURVES OF PV MODULE (245W) >_mjj tggowrm B1 . 7m BODW/m' rwow/m7- 5mr .. s.m l-400wrm: Voltage(VI CERTIFICATION ICE ®� PVW iJ MECHANICAL DATA Solar cells + Multicrystalline 156 x 156 mm (6 Inches) ICell orientation 60 cells (6 x 10) ' Module dimensions 1650 x 992 x 35 mm(64.95 x 39.05 x 1.37 inches) IWeight 18.6 kg (411b) , Glass 3.2 mm(0.13 inches),High Transmission, AR Coated Tempered Glass IBacksheet White , Frame Silver Anodized Aluminium Alloy (PD051; Black(PDO5.081 J -Box IP 65 or IP 67 rated III Cables Photovoltaic Technology cable 4.Omm' (0.006 Inches'), 700 mm(27.56 inches)/I000mm(39.37inches) t I Connector t MC4 1 TEMPERATURE RATINGS Nominal Operating Cell 44°C (t2°C) Temperature (NOCT) 1000V DC(IEC) ITemperature Coefficient of PM -0.41%/'C , Temperature Coefficient of Voc - 0.32%/°C Temperature Coefficient of Isc 0.05%/°C WARRANTY 10 year Product Workmanship Warranty L5 year Linear Power Warranty 1 (Please refer to product warranty for details) PACKAGING CONFIGURATION Modules per box: 30 pieces Modules per 40' container: 840 pieces ' MAXIMUM RATINGS Operational Temperature -40-+85°C Maximum System 1000V DC(IEC) Voltage 1000V DC (UL) Max Series Fuse Rating 15A Z i TrCAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. inasolar© 2014 Trina Solar Limited. All rights reserved. Specifications included in this datosheet are subject to change without notice. Smart Energy Together CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515 Report Reference " E3b6515- 20121213 Issue Date 2014 -JUNE -30 Issued to: TRINA SOLAR LTD 2 TIAN HE RD, ELECTRONICS PARK NEW DISTRICT, CHANGZHOU, JIANGSU 213031 CHINA, This is to certify that` PHOTOVOLTAIC MODULES AND PANELS WITH representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS Refer to addendum page for Models Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 1703 - Standard for Safety for Flat -Plate Photovoltaic Modules and Panels and ULC ORD/C1703-01 - Flat -Plate Photovoltaic.Modules and Panels. Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark for the US and Canada should be considered as being covered by UL's Listing and Follow -Up Service meeting the appropriate requirements for US and Canada. The UL Listing Mark for the US and Canada generally includes: the UL in a circle symbol with "C" and "US" identifiers: "Sul the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. William R. Camey, Director, North American Certification Programs UL LLC Any iMomration and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL For questions, please contact a local UL Customer Service Representative at www.ul.comlcontacni Page 1 of 4 CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515 Report Reference E306515- 201 Z1 ZYT Issue Date 2014 -JUNE -30 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. USUCNL - Photovoltaic Module, Models: TSM-215PD05, TSM-220PD05, TSM-225PD05, TSM-230PD05, TSM-235PD05, TSM-240PD05 TSM-245PD05, TSM-250PD05, TSM-255PD05, TSM-260PD05; .1 TSM-215PD05.05, TSM-220PD05.05, TSM-225PD05.05, TSM-230PD05.05, TSM-235PD05.05, TSM-240PD05.05, TSM-245PD05.05, TSM-250PD05.05, TSM-255PD05.05, TSM-260PD05.05; TSM-215PD05.08, TSM-220PD05.08, TSM-225PD05.08, TSM-230PD05.08, TSM-235PD05.08, TSM-240PD05.08, TSM-245PD05.08, TSM-250PD05.08, TSM-255PD05.08, TSM-260PD05.08; TSM-215PD05.10, TSM-220PD05.10, TSM-225PD05.10, TSM-230PD05.10, TSM-235PD05.10, TSM-240PD05.10, TSM-245PD05.10, TSM-250PD05.10, TSM-255PD05.10, TSM-260PD05.10; TSM-215PD05.18, TSM-220PD05.18, TSM-225PD05.18, TSM-230PD05.18, TSM-235PD05.18, TSM-240PD05.18, TSM-245PD05.18, TSM-250PD05.18, TSM-255PD05.18, TSM-260PD05.18; TSM-260PD14, TSM-265PD14, TSM-270PD14, TSM-275PD14, TSM-280PD14, TSM-285PD14, TSM-290PD14,.TSM-295PD14, TSM-300PD14, TSM-305PD14, TSM-310PD14, TSM-315PD14i TSM-260PD14.08, TSM-265PD14.08, TSM-270PD14:08, TSM-275PD14.08, TSM-280PD14.08, TSM-285PD14.08, TSM-290PD14.08, TSM-295PD14.08, TSM-300PD14.08, TSM-305PD14.08, TSM-310PD14.08, TSM-315PD14.08; TSM-260PD14.10, TSM-265PD14.10, TSM-270PD14.10, TSM-275PD14.10, TSM-280PD14.10, TSM-285PD14.10, TSM-290PD14.10, TSM-295PD14.10, TSM-300PD14.10, TSM-305PD14.10, TSM-310PD14.10, TSM-315PD14.10; TSM-260PD14.18, TSM-265PD14.18, TSM-270PD14.18, TSM-275PD14.18, TSM-280PD14.18, TSM-285PD14.18, TSM-290PD14.18, TSM-295PD14.18, TSM-300PD14.18, TSM-305PD14.18, TSM-310PD14.18, TSM-315PD14.18; TSM-215PD05.50, TSM-220PD05.50, TSM-225PD05.50, TSM-230PD05.50, TSM-235PD05.50, TSM-240PD05.50, TSM-245PD05.50, TSM-250PD05.50, TSM-255PD05.50, TSM-260PD05.50, TSM-315PD14.50; TSM-260PD14.50, TSM-265PD14.50, TSM-270PD14.50, TSM-275PD14.50, TSM-280PD14.50, TSM-285PD14.50; TSM-290PD14.50, TSM-295PD14.50, TSM-300PD14.50, TSM-305PD14.50, TSM-310PD14.50 William R Camey, Director, North American Certification Programs UL LLC Any information and documentation invoking UL Mark services are provided on hehatl of UL LLC (UL) or any authorized licensee of UL For questions, please contact a local UL Customer Service Representative at w .ul.wrNcontactua Page 2 of 4 CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515 Report Reference ' E3b65'15- 20121213 Issue Date 2014 -JUNE -30 The modules with the specified construction as below may be marked with its type for UL listed fire performance products only as the below table: Module model Specific construction Marking TSM-xxxPD05, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD05.08 EVA: 0.25-0.61mm thick; Performance: Substrate: 0.30 mm - 0.64 mm Type 1 thick; Frame: Cross sectional dimension: 35 x 35mm, Height: 35mm, Thickness: 1.5mm TSM-xxxPD05, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD05.05, EVA: 0.25-0.61mm thick; Performance: TSM-xxxPD05.08 Substrate: 0.284 mm - 0.30 mm Type 2 thick; Frame: Cross sectional dimension: 35 x 35mm, Height: 35mm, - Thickness: 1.5mm TSM=xxxPD14, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD14.08 EVA: 0.25-0.65mm thick; Performance: Substrate: 0.284 mm 0.300 mm Type 8 thick;. Frame: Cross sectional dimension: 40*35 mm, Height: 40mm, Thickness: 1.5 mm TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire TSM-XXXPD05.18 EVA: 0.250.65 mm thick; Performance: Substrate: 0.025 0.284 mm Type 5 thick; Framer Cross sectional dimension: 40* .38 mm, Height.: 40mm, Thickness:'1.8mm William R. Camey, Director, North American Certification Programs _ UL LLC - Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL For questions, please contact a local LL Customer Service Representative at vrvnvul.comlcontactus - Page 3 of 4 CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515. _ Report Reference E306515-20121213 ' Issue Date 2014 -JUNE -30 TSM-xxxPD05.18 Superstrate: 3.2mm thick; Module Fire EVA: 0.61 mm thick; Performance: Substrate: 0.284 mm thick; Type 2 Frame: Cross sectional dimension: 40* 35 mm, Height: 4 0mm, Thickness: 1.5mm All series in All construction in this Fire resistance this description description rating: Class C ( This rating will be invalid after 2016-10-25) For cUL listed products only: Fire class rating C /�, /P 47 Wiliam R. Camey, Director, North American Certification Programs UL LLC Any information and documentation Involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL For questions, please contact a local UL Customer Service Representative at www.ul.cornlcontactus Page 4 of 4 V I N C I & A S S O C I A T E S Structural Engineers CUENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 , Tel: 805486-4700 Subject: Static load test results for the following: Mounting System Maximum Frame g y Maximum Frame Load I Equivalent Wind Speed Length* (in.) (lbs/ft2) (mph)** Roofrrac0 65(77**) 40 50 125(100**) TEST SETUP (as shown in attached drawing detail: Three modules, as specified above, were bolted to 136"x1.5"x2.5" Professional Solar Products (PSP) patented Roofrrac® support rails using an assembly of 5/16" Stainless Steel (SS) bolts, SS lock washers and proprietary PSP aluminum clamps and inserts. The Roofrrac® support rail was attached to the PSP RoofTrac® structuralattachment device with 3/8" SS hardware at four attachment points. The setup was attached to 2"x6" wooden rafters using 5/16" x 3-1/2" SS lag bolts. The attachment spans consisted of 48" front to rear with structural attachments spaced 72" on center. TEST PROCEDURE (as shown in attached drawing detaiQ: The test set up was top loaded to 50 Ib/ft2. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The test set up was re -loaded to 50 Ib/ft2. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.313", with no permanent deformation. The maximum uplift deflection was recorded at 0.250", with no permanent deformation. This document certifies the.Roofrrac® mounting system used with the modules, as specified above, withstands the stated static pressure load, equivalent. to the stated wind speeds". The mounting system performed as expected. Sincerely, James R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. A 5/16" lag bolt requires a a It is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure to securely attach to structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installediny/ or blocking with a 5/16" diameter screw at each Fast -jack location. Screws shall have minimum of 2 1/2 penetration into framing member fqqf minimum of 3" penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each corner of the rogf) This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including, but not limited to FastJacka ; TileTracO, and Foam.lace) can be interchanged with this system. Check with local building department or AHJ for site specific requirements. *Modules measuririg within stated specifications and tested to UL1703, or equivalent, are included in this engineering **Wind loading values relative to defined load values using wind load exposure (125 mph for 5/12 roof pitch or less; 100 mph for greater than 5/12 roof pitch) and gust factor coefficient "exposure C" as defined in the 2012(IBc) /2013(CBC). For 77" x'40" module, equivalent wind speed derated to 100 mph. ***Module tested: 64.6" x 39.4" x 1.7" (sln) ****Est. snow load rating of 25 Ib/ft' based on 2.0 safety factor. (15 Ib/ft2 for 77" x 40" module) and a 1337 L Thousand Oaks Blvd, Ste 114 • Thousand Oaks, CA Page 1 of 2 RT—6 Total :module (45 (bs u u and rail (12 I6s ea jwelghf: 1.5.9'- lbs° 'Number of attachments: Steel: Hex; bolt ... Weight attachment point 40' Abs: , Area 54 ft2 Dtstrbuted::welght 2.95: Ibl`,ftZ: `'Lab tested structural attachments manufactu,ied by Professiorial`Sola: Products (inc ludng`FasUac. TileTrac� and FoamJacr.) can be interchanged;with Phis system. . Professional Solas Products. -Roof fiac® Patent# 6 360 491 Photovoltaic mounting _system _Rage:2 `of'2 u u 5116 Starnless : Top Load Deflection -0 313" Steel: Hex; bolt ... 2,710 lbs / 5.0: psf :5%16 .Stalnless:Ste'el. Lock Washer . ,:.... -.,... ,.. .. .: ...: ... CO CRE ProSola Aluminum r Inter-Modul6:t la mp. LI Aluminum ProSolar: Uplift Deflection 0.250"' :Rall but -2=1/2 Alunhinutnr ProSola RoofTrad Support Rail. Sta' nless.Steel Hex t Bolt a4F.lat Washer, 1 t Aluminum ProSolar patented tiS Ey ' fastiack® KOOTA tad_ hmerit* vc�i 41a No 1 p Z E . :.. ... .......... -� 5/1.6 'Stalnless`Steel Lag Bolt:° * -and Flat: Washer `'Lab tested structural attachments manufactu,ied by Professiorial`Sola: Products (inc ludng`FasUac. TileTrac� and FoamJacr.) can be interchanged;with Phis system. . Professional Solas Products. -Roof fiac® Patent# 6 360 491 Photovoltaic mounting _system _Rage:2 `of'2 �/ VI zrd este' r(3 'ab..� ��Side A� load ..T�,a1,1eT, - 4,5� �'slbs Uplift load Patent #5,146,029 100 lbs Tessa R Tile Roof Structural Attachment N STAINLESS STEEL TILE FLASHING profe-ssi * al S OO LAR p�r©duTc�s��� (805) 486-4700 (805) 486 '--- fax 1551 S. Rose Ave. Oxnard, CA 93033 602 info on ourI loll te at: FR7pijos31C1f}�COn, The patented TileTrac© attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability. Design results in the best looking systems in the industry. Tile Trac ® for s -curve concrete tile y (6" Tall Threaded Stud) � ai Part # TH8-T6 TileTrac®for flat concrete file (4" Tall Threaded Stud) Part#Ti 18-T4 , Benefits of TileTrac• • Easiest and lowest cost waterproof file roof • Includes Stainless Steel file flashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single lag • Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength • 3rd party lab waterproof and load tested • large roof surface contact area evenly • Compression sealed at undedayment and top distributes load of file The TileTrac• Design Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the file (the crown) where water does not flow. Without TileTrac' Karter attached to the rafter With TileTrac° Sealed at top of file Support Rail Sealed at - ..nderlayment Water Flows High Point/ Crown in the valley of the Tile of the Tile (optimum) Valy assembly structurally Rafter attached to the rafter Instcilleation steps for both s -curve and fit concrete tile* W 1: Select a file in the arra of the roof rafter. Step 4: Seal the WW fie nod hale. Using a 3/16' drill bit and drill gaide (F1Drdl), drill plot hole slag the raker center STEP 2: Remove the file by pushing and palling. It is asr * bell is plate by a small nal. Step S: insert the log bob and washer thmgh floe TiIeTro& and apply fresh compatible Wool to the base. Step 1: Aker bolting the base to the roof, slide the uppercarriage into the cared po Tm ander doe mown of the file For Hat tile, slide the upper carriage on the middle of the fie. Step 8: Replace the file by lining up the soap Imes and mark the drill location attord'rngly Step 10: Insert threaded stud tfu * ale and han ghten to engage with base. Bind two 3/8' nub (induded) using 9/16' wrenches and lighten. 'Not recommended For day or slate tiles. Step 11: Unbind nuts cud remove from stud. Apply sealant ammA stud at file opening and compress with Stowess Steil fkwshing (inch d) term seated. STEP 3: Using an electronic stud faller (retoauended), or ocher means, locate 16 rafter center. MA a mWence pow on 16 file obove. Dnot all do lag bob uW Step Using a lm*ft. The secdont &M flow outward seolig nay hales. Step 9: Using a 1/2' carbide &M bit and ROM HOW DRILL is hammer mode, dr81 tbrugh the tile. See online video at www.prosolar. cwm for details. Step 12: Fasten rail with lower and tipper 3/8' outs/washers as shown. ©Professional Solar Products, Inc. Mar. 2011. THeTrac is a registered trademark and covered under Pat. #5,746,029 W�k(B0 NDYO Advancing Renewable Technology V WEEB TM Washer Electrical Equipment Bond The WEEBTMwasher line of products is designed to bond solar PV modules to mounting structures and create an electrical path to ground. WEEBTMwashers eliminate the need for older, more costly grounding methods and greatly reduce the amount of labor and materials used in installations. The innovative WEEBTM washer design removes the need to run ground wire to each individual module and eliminates the need for surface preparation on anodized aluminum components. To install, WEEBTM washers are placed between PV modules and mounting rails at clamping points or at bolted connections. When anti -seize is applied and the hardware is tightened down to the appropriate torque spec, the WEEBTM washers' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas-tight electrical connection. vu. --""%RW AwIft- or ft 4") • Material: 304 stainless steel • ETL Listed to UL 467 • UL Recongized to Subject Standard 2703 • Outdoor rated Solar Module Frame U I ►-,EEB 9.5 I - Mounting Rail Customer Service Department 7 Aviation Park Drive Londonderry NH 03053 1-800-346-4175 1-603-647-5299 (International) © 2012 BURNDY LLC WWWWE-LLC.COM ° cETV us Int rtek 4004188 HUBBELL Advancing Renewable Technology W ke WEEB-DSK FAMILY NDY° Introducing our new family of WEEBTMwashers designated the WEEB-DSK line. The WEEB-DSK is an innovative design, which allows for a wide range of compatibilty across various racking systems. The WEEB-DSK family is primarily used for bottom -mount and top -clamp applications. There are several different designs to accommodate multiple hardware sizes. The overall functions of the WEEB-DSK are to bond PV modules to racking or other components of the racking system to each other. Catalog Item # Hardware Size WEEB-DSK12* 50017065 M12 or 1/2" WEEB-DSK14* 50017068 M6 or 1/4" WEEB-DSK38* 150017071 1 M10 or 3/8" WEEB-DSK516 150020373 1 M8 or 5/16" 'Denotes a custom part. Please call for availability. • Material: 304 stainless steel • ETL Listed to UL 467 • UL Recognized to Subject Standard 2703 • Outdoor rated Customer Service Department 7 Aviation Park Drive Londonderry NH 03053 1-800-346-4175 1-603-647-5299 (International) © 2012 BURNDY LLC WWWWE-LLC.COM I ntertek 4004188 HUBBELL -DUAL POWER SUPPLY- POWER UPPLYPOWER TO THIS, WILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN L cc E.. a Driveway Jj Inverter Located Within Garage Utility Point Service Meterinq AC Disconncet - Photovoltaic System Specifications - Rated Maximum Power -point Current (DC): 25.11 Am s Rated Maximum Power -point Voltage (DC): 396.5 Volts Maximum System Voltage (DC): 554.7 Volts Short Circuit Current DC : 11.1Am s Rated output Current (AC): 31.25 Amps Nominal Operating Voltage (AC): 240.0 Volts New Day Solar 1 (855) 444-6329 SERVICE BY QUALIFIED PERSONNEL ONLY