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BSOL2018-0004BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Solar Permit Number: BSOL2018-0004 Property Address: 58825 QUARRY RANCH RD APN: 766060072 Legal Description Property Zoning: Valuation: $50,000.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 04/10/2018 ISSUED DATE: 05/07/2018 CALIFORNIA Owner: QUARRY PROJECTS, LLC P O BOX 1573, RANCHO MIRAGE, CA 92270 Applicant: BARRIER SOLAR INC 4620 N BLYTHE, FRESNO, CA 93722 Contractor: BARRIER SOLAR INC 4620 N BLYTHE, FRESNO, CA 93722 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. 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. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 10/22/25 11:42 am Page 1 of 3 BUILDING PERMIT Permit Type: Solar Permit Number: BSOL2018-0004 Property Address: 58825 QUARRY RANCH RD QUARRY PROJECTS / 14.75kW PV SYSTEM - (50) 295W PANELS+OPT *** 14.75kW SOLAR ARRAY - (50) 295W HANWHA PANELS WIT P320 SOLAREDGE OPTIMIZERS AND (1) SOLAREDGE SE-1140OA-US INVERTER, SERVICE REQUIRED TO HAVE OCPD DERATED FROM 200A TO 175A [900SF] 2016 CALIFORNIA ELECTRICAL CODE. PV Strings (EA) 3 PV Miscellaneous 1 Equipment EA Type Group Sq Ft Value Invoice No. Fee PERMIT-BSOL2018-000 PV SYSTEM GREATER THAN 10KW 4 PV SYSTEM MISC EQUIPMENT PC TECHNOLOGY ENHANCEMENT FEE BSAS SB1473 FEE PV SYSTEM GREATER THAN 10KW PC PV SYSTEM MISC EQUIPMENT Credit Card Fee PERMIT ISSUANCE RE -INSPECTION FEE Credit Card Fee RECORDS MANAGEMENT FEE Total for Invoice PERMIT-BSOL2018-0004 Fee Amount Amount Paid $39.01 $39.01 $26.01 $26.01 $5.00 $5.00 $2.00 $2.00 $39.01 $39.01 $26.01 $26.01 $4.43 $4.43 $98.83 $98.83 $78.02 $78.02 $1.40 $1.40 $10.00 $10.00 $329.72 $329.72 Grand Total for Permit $329.72 $329.72 Workflow Step / Action Name Action Type Start Date End Date Inspections v.1 04/10/2018 0:00 SOLAR FINAL** v.3 Inspection ------------------------------------------------------- -- SOLAR FINAL** v.2 Inspection ------ ------------------------------------ SOLAR FINAL** v.1 Inspection Printed: 10/22/25 11:42 am Page 2 of 3 BUILDING PERMIT Permit Type: Solar Permit Number: BSOL2018-0004 Property Address: 58825 QUARRY RANCH RD Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the buildinq official. Printed: 10/22/25 11:42 am Page 3 of 3 solar -•• SolarEdge Single Phase Inverters For North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7600A-US / SE10000A-US / SE11400A-US i r] �wert�� — 12-2, Years z Warranty lataanJ\. USA - CANADA- GERMANY- ITALY- FRANCE- JAPAN - CHINA - AUSTRALIA- THENETHERLANDS- UK - ISRAEL- TURKEY - SOUTHAFRICA- BULGARIA www.solaredge.us solar=seSingle Phase Inverters for North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ....................................................... ............................... ............... ............... .10000.@.240V, ................. ........... 5400 @ 208V 10800 @ 208V Max. AC Power Output 3300 4150 6000 8350 12000 VA 5450 @240V. ............... ............... .10950.@.240V, ................. ........... AC Output Voltage Min.-Nom.-Max.(�) 183 208 229 Vac ......................................... ............... AC Output Voltage Min: Nom.-Max.(1( 211 - 240 264 Vac AC Frequency Min.-Nom: Max.11l 59.3 - 60 - 60..5 Hz j j I j Max. Continuous.Outp.. Current.... 16 1 .12.5..... ........ ......�..21.@..240V.. 1......25...... 1......3?...... 1...42 @,240V .. 1......47.5...... ....A..... GFDI Threshold 1 A ........... ............................................................................................................................................................. Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) .................................................. 4050 5100 6750 8100 10250 ............................... ............... ............... 13500 15350 . ................. W ........... Transformer -less, Ungrounded Yes .............................................................................................................................................................. .. Max. Input Voltage ...DC...Input....V.o..ltage .................................................................. 500 ............................................. ........... Vdc .... Nom. m.* ......................................................... 325 @ 208V............./..35.......2.40...V . 0 @ V.dc...... Max: Input Current(Z( 9.5 13 16.5 @ 208V 18 23 33 @ 208V 34.5 Adc ................................ ................ . 5,@ 240V. ............... .............. . 30.5, �, 240V . ................. . .......... Max. Input Short Circuit Current 45 Adc .............................................................................................................................................................. Reverse -Polarity Protection .............................................................................................................................................................. Yes ........... ........... Ground -Fault Isolation Detection ..Maximum ........ .. ... 600k. Sensitivity ......98...... ....°%..... Inverter Efficiency............ 97..... 98.3 98.3 98..... 98...... Weighted....... ncY I........ I............... I..... @ 208V 1...... ..CEC .................... 97....... ......�.. W.@°.24 'L 97....... ...97 97.5, �, 240V , 97.5...... ........... Nighttime Power Consumption < 2.5 < 4 W ADDITIONAL FEATURES Supported Communication Interfaces ......................... ................. .................................................................................................................... RS485, RS232, Ethernet, ZigBee (optional) ........... Revenue Grade Data, ANSI C12.1 Optional ............. ,an,........................................................................................................................... Rapid Shutdown NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect(') ........... STANDARD COMPLIANCE Safety .............................................................................................................................................................. UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFC according to T.I.L. M-07 ........... Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) I ........... .............................................................................................................................................................. Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size /AWG range 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG .......................................................................................................................... DC input conduit size / if of strings / 3/4' minimum / 1-2 strings / 16-6 AWG ................................... 3/4" minimum / 1-3 strings / ........... AW6rang? .............................. ............................................................................... 14-6 AWG ............ ........... Dimensions with Safety Switch 30.5 x 12.5 x 7.2 / 775 x 315 x 184 . ........... 30.5 x 12.5 x 10.5 / in / (HxWxD).............................................................................................................. .. ...775 x 315 x,260......... ...n?!r!.... Weight with Safety Switch .............. 51.2 / 23.2 I 54.7 / 24.7 ........... ............... ....... 88 .4 / 40.1 lb / kg . Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user .......................................................................................................... .replaceable). .................................. ........... Noise < 25 < 50 dBA ........................................................................................ Min. -Max. Operating Temperature ................................................... -13 to +140 / -25 to +60 (-40 to +60 version available("() ........... °F / °C , Ran.B?...................................................................................................................................................... ........... Protection Rating .............................................................................................................................................................. NEMA 3R ........... For other regional settings please contact SolarEdge support. i2i A higher current source maybe used; the inverter will limit its input current to the values stated. i'i Revenue grade inverter P/N: SExxxxA-USOOONNR2 (for 7600W inverter:SE7600A-US002NNR2). -40 version P/N: SExxxxA-USOOONNU4 (for 7600W inverter:SE7600A-US002NNU4). (5) P/Ns SExxxxA-USOxxxxxx have Manual Rapid Shutdown for NEC 2014 compliance (NEC 2017 compliance with outdoor installation) • solar -•• SolarEdge Power Optimizer Module Add -On For North America P300/ P320/ P370/ P400/ P405 r •QoWe.o 1 F 2CJVears warranty F d • jazI W�? IS L: r, M • USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-UK-ISRAEL-TURKEY-SOUTHAFRICA-BULGARIA -INDIA www.solaredge.us solar=@@SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P370 / P400 / P405 P300 P320 P370 P400 P405 (for 60-cell mod- (for high -power (for higher -power (for 72 & 96-cell (for thin film ules) 60-cell modules) 60 and 72-cell modules) modules) modules) INPUT Rated Input DC Power(') 300 320 370 400 405 W ....................................................... ..................... ..................... ..................... ..................... .............. Absolute Maximum Input Voltage 48 60 80 125 Vdc .(Voc..at .lo.w..e..st.temperature.) .............................................................................. ..................... ..................... ..................... .............. MPPT Operating Range 8 - 48 8-60 8 - 80 12.5 - 105 Vdc Maximum Short Circuit Current (Isc) .... ........ �.o............................11......................................10.1.................. ...Adc ..... ................................... ............................... ............................................ ......... .......................................... Maximum DC Input Current 12.5 13.75 12.63 Adc ............................................... . .................. . . .................. . ..... ..Maximum Efficiency 99.5%.................................................... ............ ....................................................................................................... Weighted Efficiency 98.8 % .....................Y.................................................................................................................................. .............. Overvoltaga Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc ..................................................................................................................................... .................... .............. Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 ........................................................................................................................................................... .............. Safety IEC62109-1 (class II safety), UL1741 ........................................................................................................................................................... .............. RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage ........................................................................................................................................................... 10.00 Compatible inverters ............................................................................................................... All SolarEdge Single Phase and Three Phase inverters ..................... ..................... Dimen s io ns (W x L x H) 128x152x27.5/5x5.97x1.08 128x152x35/ 128x152x50/ ........................................................................................................... ..................... Sx5.97x1.37 Sx5.97x1.96 ..................... Weight (including cables) ........................... 630 / 1.4 . . . . . ....................... .......MC4 750 / 1.7 ............ 845 / 1.9 ............ Input Connector MC4 Compatible % Amphenol AH4 ............................................. MC4 Compatible. Double Insulated; Output Wire Type / Connector Double Insulated; MC4 Compatible MC4 / Double Insulated; MC4 Compatible ......................................................................................... .. Amphenol AH4 ............................................. Output Wire Length 0.95 / 3.0 1.2 / 3.9 Operating Temperature Range...................................................:40 .. ... -+85 / -40-+185......................................... .......... . . .. . Protection 'Rating ........................................................................ . IP68 / NE M A6 P ........................................................ Relative Humidity 0 100 ........................................................................................................................................................... Ill Rated STC power of the module. Module of up to+5% power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTERIzl(3) SINGLE PHASE HD -WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) ..................................................................................................... g 10 18 ........................... ........................... .............. Maximum String Length (Power O timizers) ..... P............................................................................................................................................................ 25 25 50 5700 (6000 with Maximum Power per String .................................................... 5250 6000 12750 SE760............. ........................... ........................... ........................... W .............. Parallel Strings of Different Lengths .. or .Orientations.......................................................................................................................................................... Yes .............. (2) For detailed string sizing information refer to: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. (3) It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. U.S. Patent Numbers Ideally suited for attachment of solar racking, electrical and mechanical equipment Product Description: Facet is a high -strength cast aluminum roof equipment mounting solution that provides fast, simple installation and very high strength results. Facet works with all roofing systems, new and existing. For most solar racking applications, Facet allows installation without any roof excavation or attachment to roof structural members. Properly installed, Facet is watertight and can handle the most extreme wind conditions. • Fast installation. Facet typically installs in 5 minutes, including membrane heat welding. • Layout flexibility. Facet allows complete racking layout BEFORE making final attachment of Facet to the roof decking, greatly simplifying installation and dimension control. • Roof Protection. Facet's design is so strong that chance of equipment movement after installation is extremely low, substantially reducing risk of water penetration or roof damage. • Interoperability. Facet employs a 3/8" bolt receiver, allowing maximum equipment attachment flexibility. Installers can affix virtually any type of attachment bolt with the same thread pitch. All roofs. Facet is suitable for all roof types. Facet is a high-performance mounting system that provides substantial installation flexibility. With 12 vertical and 4 slanted mounting points, structural engineers can easily select the number and type of fasteners for each job. Whether your building in a low wind location or hurricane alley, Facet is the best choice! technologies, Sustainable www.sustainabletechnologiesllc.com 916.824.3008 Todd Lindstrom Eric Hafter Jack Patton 916-240-2808 916-286-2060 916-206-2920 tlindstrom@enable-energy.com ehafter@enable-energy.com jpatton@enable-energy.com U.'Tel Powering Business Worldwide General Duty Non -Fusible Safety Switch DG222URB UPC:782113144238 Dimensions: • Height: 7.5 IN • Length: 6.41 IN • Width: 8.4 IN Weight:9 LB Notes:WARNING! Switch is not approved for service entrance unless a neutral kit is installed. Warranties: • Eaton Selling Policy 25-000, one (1) year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. Specifications: • Type: General Duty/Non-Fusible • Amperage Rating: 60A • Enclosure: NEMA 3R • Enclosure Material: Painted galvanized steel • Fuse Configuration: Non -fusible • Number Of Poles: Two -pole • Number Of Wires: Two -wire • Product Category: General Duty Safety Switch • Voltage Rating: 240V Supporting documents: • Eatons Volume 2-Commercial Distribution • Eaton Specification Sheet - DG222URB Certifications: • UL Listed Product compliance: No Data pe.eaton.com © 2016 Eaton. All rights reserved. With its top performance and completely black design the new Q.PEAK BLK-G4.1 is the ideal solution for all residential rooftop applications thanks to its innovative cell technology Q.ANTUM. The world -record cell design was developed to achieve the best performance under real condi- tions — even with low radiation intensity and on clear, hot summer days. LOW ELECTRICITY GENERATION COSTS �J Higher yield per surface area and lower BOS costs thanks to higher power classes and an efficiency rate of up to 18.3%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti-PID Technology', Hot -Spot -Protect and Traceable Quality Tra.QT"' o sp EXTREME WEATHER RATING W6High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa) regarding IEC. MAXIMUM COST REDUCTIONS Up to 10% lower logistics costs due to higher module capacity per box. O A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance guarantee2. THE IDEAL SOLUTION FOR: Rooftop arrays on residential buildings EUPD RESEARCH MODULES Quality Tested ✓ M1IgM1 reliability ✓ low tlegratlation ID.40032587 OCELLS YIELD SECURITY IRIIEIT Phntnn, QCELLS Best polycrystalline solar module 2014 e.PRD-62 235 1T4m d—t—d APT test conditions: Cells at -1500V against grounded, with conductive me- tal foil covered module surface, 25°C, 168 h 2 See data sheet on rear for further information. Engineered in Germany ' CELLS Format 65.7in x 39.4in x 1.26in OncIudingframe) (1670mm x 1000mm x 32mm) Weight 41.45 1 bs (18.8 kg) Front Cover 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 x 10 monocrystalline Q.ANTUM solar cells Junction box 2.60-3.03in x 4.37-3.54in x 0.59-0.75in (66-77mm x 111-90mm x 15-19mm), Protection class IP67, with bypass diodes Cable 4mm2 Solar cable; (+) z39.37in (1000mm), (-) z39.37in (1000mm) Connector Multi -Contact MC4 or MC4 intermateable, IP68 POWER CLASS MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5W /-OW) 290 3058116]0 mm) . '(900 mm1� 13.5" 13e5m sxcm^,��ng palanpo.nr(a.s mm) ' I � Pmaum label �� 39.3]' 11000 mm) Q.-Oh lublli41 Al. I nneDmm 38� 0 x DWI— holes 4 x rasl .ft pamft (DETAIL A) I. nN DETAIL o. (16mm) 1=I _ 295 300 Power at MPP( PMPP [W] 290 295 300 Short Circuit Current* Isc [A] 9.63 9.70 9.77 £ Open Circuit Voltage* e Voc IV] 39.19 39.48 39.76 Current at MPP* IMPP [A] 9.07 9.17 9.26 Voltage at MPP* VMPP IV] 31.96 32.19 32.41 Efficiency2 n [%] >>-17.4 >>-17.7 >>-18.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NOC3 Power at MPP( PMPP [W] 214.4 218.1 221.8 £ Short Circuit Current* Isc [A] 7.77 7.82 7.88 £ Open Circuit Voltage* Voc IV] 36.65 36.92 37.19 Current at MPP* IMPP [A] 7.12 7.20 7.27 Voltage at MPP* VMPP IV] 30.12 30.30 30.49 11000 W/m2, 25*C, spectrum AM 1.5G e Measurement tolerances STC f3%; NOC t5 % 6800W/m2, NOCT, spectrum AM 1.5G *typical values, actual values may differ Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.6 % degradation per year. At least 92.6 % of nominal power up to 10 years. At least 83.6 % of nominal power up to 25 years. All data within measurement tolerances. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country. 110 I I I I I IN--L-----L I I I W I I I I II j I G I I I I I I I I BD no ADD D00 No 1000 IRRADIANCE [W/m3] m 21 Typical module performance under low irradiance conditions in m: or goaramee m„ne )D Pv �empaA�ee YEARS th°meng-p�me�uo.�a Lym2014(a�aL: ptem 2014) comparison to STC conditions (25°C, 1000W/m3). TEMPERATURE COEFFICIENTS Temperature Coefficient of Isc a [%/Kl +0.04 Temperature Coefficient of VIc R [%/Kl -0.28 Temperature Coefficient of PMPP Y [%/Kl -0.39 Normal Operating Cell Temperature NOCT [*Fl 113 ±5.4 (45 ±3 nC) PROPERTIESI' SYSTEM DESIGN Maximum System Voltage Vsrs IV] 1000 (IEC) / 1000 (UL) Safety Class I I Maximum Series Fuse Rating [A DC] 20 Fire Rating C (I EC) / TYPE 1 (UL) Design load, push (UL)z [Ibs/ftzl 75 (3600 Pa) Permitted module temperature -40°F up to +1857 on continuous duty (-40°C up to +85mC) Design load, pull (UL)2 [Ibs/ftz] 55.6 (2666Pa) 2 see installation manual QUALIFICATIONS I CERTIFICATES PACKAGING INFORMATION UL 1703; VDE Quality Tested; CE-compliant; Number of Modules per Pallet 32 IEC 61215 (Ed.2); IEC 61730 (Ed.1) application class A Number of Pallets per 53' Container 30 C ♦ Op® wE (`� Number of Pallets per 40' Container 26 Pallet Dimensions ( L x W x H) 68.7 in x 45.3 in x 46.1 in 03Us )36414n (1745mm x 1150mm x 1170mm) Pallet Weight 14351bs (651 kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS America Inc. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us IRONRIDGE Universal Fastening Object ITEM NO. DESCRIPTION QTY. IN KIT UFO-CL-001 KIT, 4PCS, UNIVERSAL MODULE CLAMP, CLEAR 4 UFO-CL-001-B KIT, 4PCS, UNIVERSAL MODULE CLAMP, BLACK 4 1 UNIVERSAL FASTENING OBJECT .29 7/16" Head .37 COMPATIBLE WITH 32-46mm MODULE tic 01.12 .25 v1.0 Property Value Material 300 Series Stainless Steel Finish Clear and Black A,Aw. IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing 4 enough to buckle a panel frame. �.®� XR Rails are the structural backbone preventing \��\ these results. They resist uplift, protect \�� against buckling and safely and efficiently transfer loads into the building structure. ®®�® Their superior spanning capability requires fewer roof attachments, reducing the number of roof 1®c penetrations and the amount of installation time. .4 Compatible with Flat & Pitched Roofs Force -Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. Corrosion -Resistant Materials XR Rails are IronRidge offers All XR Rails are made of marine -grade LIMcompatible with ESL a range of tilt leg aluminum alloy, then protected with an FlashFoot and �� options for flat anodized finish. Anodizing prevents surface other pitched roof ■�■ roof mounting and structural corrosion, while also providing attachments. applications. a more attractive appearance. XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 XR10 is a sleek, low -profile mounting rail, designed for regions with light or no snow. It achieves 6 foot spans, while remaining light and economical. • 6' spanning capability • Moderate load capability • Clear anodized finish • Internal splices available Rail Selection XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans up to 8 feet. • 8' spanning capability • Heavy load capability • Clear & black anodized finish • Internal splices available XR1000 XR1000 is a heavyweight among solar mounting rails. It's built to handle extreme climates and spans 12 feet or more for commercial applications. • 12'spanning capability • Extreme load capability • Clear anodized finish • Internal splices available The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. Loaa an span Snow (PSF) Wind (MPH) 59411 6' 8' None 120 XR10 140 160 10-20 100 120 140 160 30 100 160 40 50-70 80-90 100 160 160 160 XR1000 0 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.11 SM Starling Madison Lofquist, Inc. Consulting Structural and Foren0c Fnpineers 5224 South 39" Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge December 18, 2014 1495 Zephyr Ave Page 1 of 11 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis Dear Sir: We have analyzed the IronRidge XR1000 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures International Building Code 2012 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC-ES Aluminum Design Manual, 2010 Edition The IronRidge XR1000 Rail is an extruded aluminum section with an overall depth of 3.00 in. and a net area of 0.807 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit A — attached. The rails are clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in Tables 1, 2 & 3 below for 0-6 degree slopes, Tables 4, 5, & 6 below for 7-27 degree slopes, and Tables 7, 8 & 9 below for 28-45 degree slopes. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 2 of I I Table 1 - MAXIMUM SPANS (inches) - Roof Slope 0 to 6 Degrees - Wind Zone 1 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 151 129 108 101 90 81 75 69 65 61 105 151 129 108 101 90 81 75 69 65 61 110 151 129 108 101 90 81 75 69 65 61 120 150 129 108 101 90 81 75 69 65 61 Category B 130 138 129 108 101 90 81 75 69 65 61 140 128 128 108 101 90 81 75 69 65 61 150 119 119 108 101 90 81 75 69 65 61 160 112 112 108 101 90 81 75 69 65 61 170 105 105 105 101 90 81 75 69 65 61 100 151 129 108 101 90 81 75 69 65 61 105 145 129 108 101 90 81 75 69 65 61 110 138 129 108 101 90 81 75 69 65 61 120 126 126 108 101 90 81 75 69 65 61 Category C 130 116 116 108 101 90 81 75 69 65 61 140 108 108 108 101 90 81 75 69 65 61 150 101 101 101 101 90 81 75 69 65 61 160 94 94 94 94 90 81 75 69 65 61 170 89 89 89 1 89 89 1 81 75 69 65 61 100 140 129 108 101 90 81 75 69 65 53 105 133 129 108 101 90 81 75 69 65 61 110 127 127 108 101 90 81 75 69 65 61 120 116 116 108 101 90 81 75 69 65 61 Category D 130 107 107 107 101 90 81 75 69 65 61 140 99 99 99 99 90 81 75 69 65 61 150 93 93 93 93 90 81 75 69 65 61 160 87 87 87 87 87 81 75 69 65 61 170 1 82 1 82 1 82 1 82 1 82 81 75 69 65 61 Notes — see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -2- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 3 of I I Table 2 - MAXIMUM SPANS (inches) - Roof Slope 0 to 6 Degrees - Wind Zone 2 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 134 129 108 101 90 81 75 69 65 61 105 127 127 108 101 90 81 75 69 65 61 110 121 121 108 101 90 81 75 69 65 61 120 ill ill 108 101 90 81 75 69 65 61 Category B 130 103 103 103 101 90 81 75 69 65 61 140 95 95 95 95 90 81 75 69 65 61 150 89 89 89 89 89 81 75 69 65 61 160 83 83 83 83 83 81 75 69 65 61 170 78 78 78 78 78 78 75 69 65 61 100 113 113 108 101 90 81 75 69 65 61 105 107 107 107 101 90 81 75 69 65 61 110 102 102 102 101 90 81 75 69 65 61 120 94 94 94 94 90 81 75 69 65 61 Category C 130 87 87 87 87 87 81 75 69 65 61 140 80 80 80 80 80 80 75 69 65 61 150 75 75 75 75 75 75 75 69 65 61 160 70 70 70 70 70 70 70 69 65 61 170 66 66 66 66 66 66 66 66 65 61 100 104 104 104 101 90 81 75 69 65 53 105 99 99 99 99 90 81 75 69 65 61 110 94 94 94 94 90 81 75 69 65 61 120 86 86 86 86 86 81 75 69 65 61 Category D 130 80 80 80 80 80 80 75 69 65 61 140 74 74 74 74 74 74 74 69 65 61 150 69 69 69 69 69 69 69 69 65 61 160 65 65 65 65 65 65 65 65 65 61 170 1 61 61 61 61 61 61 61 61 61 61 Notes — see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -3- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 4 of I I Table 3 - MAXIMUM SPANS (inches) - Roof Slope 0 to 6 Degrees - Wind Zone 3 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 107 107 107 101 90 81 75 69 65 61 105 102 102 102 101 90 81 75 69 65 61 110 97 97 97 97 90 81 75 69 65 61 120 89 89 89 89 89 81 75 69 65 61 Category B 130 82 82 82 82 82 81 75 69 65 61 140 76 76 76 76 76 76 75 69 65 61 150 71 71 71 71 71 71 71 69 65 61 160 67 67 67 67 67 67 67 67 65 61 170 63 63 63 63 63 63 63 63 63 61 100 90 90 90 90 90 81 75 69 65 61 105 86 86 86 86 86 81 75 69 65 61 110 82 82 82 82 82 81 75 69 65 61 120 75 75 75 75 75 75 75 69 65 61 Category C 130 70 70 70 70 70 70 70 69 65 61 140 65 65 65 65 65 65 65 65 65 61 150 60 60 60 60 60 60 60 60 60 60 160 57 57 57 57 57 57 57 57 57 57 170 53 53 53 53 53 53 53 53 53 53 100 83 83 83 83 83 81 75 69 65 49 105 79 79 79 79 79 79 75 69 65 61 110 76 76 76 76 76 76 75 69 65 61 120 69 69 69 69 69 69 69 69 65 61 Category D 130 64 64 64 64 64 64 64 64 64 61 140 59 59 59 59 59 59 59 59 59 59 150 55 55 55 55 55 55 55 55 55 55 160 52 52 52 52 52 52 52 52 52 52 170 49 49 49 1 49 49 49 49 49 49 49 Notes — see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -4- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 5 of I I Table 4 - MAXIMUM SPANS (inches) - Roof Slope 7 to 27 Degrees - Wind Zone 1 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 138 119 101 88 77 70 64 60 56 53 105 138 119 101 88 77 70 64 60 56 53 110 138 119 101 88 77 70 64 60 56 53 120 138 119 101 88 77 70 64 60 56 53 Category B 130 138 119 101 88 77 70 64 60 56 53 140 128 119 101 88 77 70 64 60 56 53 150 120 117 100 88 77 70 64 60 56 53 160 113 113 98 87 77 70 64 60 56 53 170 107 107 97 86 77 70 64 60 56 53 100 138 119 101 88 77 70 64 60 56 53 105 138 119 101 88 77 70 64 60 56 53 110 137 119 101 88 77 70 64 60 56 53 120 127 119 101 88 77 70 64 60 56 53 Category C 130 118 116 99 88 77 70 64 60 56 53 140 110 110 97 87 77 70 64 60 56 53 150 103 103 95 85 77 70 64 60 56 53 160 97 97 93 84 76 70 64 60 56 53 170 91 91 91 82 75 70 64 60 56 53 100 138 119 101 88 77 70 64 60 56 53 105 133 119 101 88 77 70 64 60 56 53 110 127 119 101 88 77 70 64 60 56 53 120 117 116 99 88 77 70 64 60 56 53 Category D 130 109 109 97 86 77 70 64 60 56 53 140 101 101 95 85 77 70 64 60 56 53 150 95 95 93 83 76 70 64 60 56 53 160 89 89 89 81 75 69 64 60 56 53 170 1 84 1 84 84 1 80 1 73 68 1 64 1 60 56 1 53 Notes — see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -5- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 6 of 11 Table 5 - MAXIMUM SPANS (inches) - Roof Slope 7 to 27 Degrees - Wind Zone 2 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 131 119 101 88 77 70 64 60 56 53 105 125 119 101 88 77 70 64 60 56 53 110 120 119 101 88 77 70 64 60 56 53 120 110 110 101 88 77 70 64 60 56 53 Category B 130 102 102 101 88 77 70 64 60 56 53 140 95 95 95 88 77 70 64 60 56 53 150 89 89 89 88 77 70 64 60 56 53 160 84 84 84 84 77 70 64 60 56 53 170 79 79 79 79 77 70 64 60 56 53 100 112 112 101 88 77 70 64 60 56 53 105 107 107 101 88 77 70 64 60 56 53 110 102 102 101 88 77 70 64 60 56 53 120 94 94 94 88 77 70 64 60 56 53 Category C 130 87 87 87 87 77 70 64 60 56 53 140 81 81 81 81 77 70 64 60 56 53 150 76 76 76 76 76 70 64 60 56 53 160 71 71 71 71 71 70 64 60 56 53 170 67 67 67 67 67 1 67 64 60 56 53 100 103 103 101 88 77 70 64 60 56 53 105 98 98 98 88 77 70 64 60 56 53 110 94 94 94 88 77 70 64 60 56 53 120 87 87 87 87 77 70 64 60 56 53 Category D 130 80 80 80 80 77 70 64 60 56 53 140 75 75 75 75 75 70 64 60 56 53 150 70 70 70 70 70 70 64 60 56 53 160 66 66 66 66 66 66 64 60 56 53 170 62 62 62 62 62 62 62 60 56 53 Notes see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -6- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 7 of 11 Table 6 - MAXIMUM SPANS (inches) - Roof Slope 7 to 27 Degrees - Wind Zone 3 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 107 107 101 88 77 70 64 60 56 53 105 102 102 101 88 77 70 64 60 56 53 110 98 98 98 88 77 70 64 60 56 53 120 90 90 90 88 77 70 64 60 56 53 Category B 130 84 84 84 84 77 70 64 60 56 53 140 78 78 78 78 77 70 64 60 56 53 150 73 73 73 73 73 70 64 60 56 53 160 68 68 68 68 68 68 64 60 56 53 170 65 65 65 65 65 65 64 60 56 53 100 91 91 91 88 77 70 64 60 56 53 105 87 87 87 87 77 70 64 60 56 53 110 83 83 83 83 77 70 64 60 56 53 120 77 77 77 77 77 70 64 60 56 53 Category C 130 71 71 71 71 71 70 64 60 56 53 140 66 66 66 66 66 66 64 60 56 53 150 62 62 62 62 62 62 62 60 56 53 160 58 58 58 58 58 58 58 58 56 53 170 55 55 55 55 55 55 55 1 55 55 53 100 84 84 84 84 77 70 64 60 56 53 105 80 80 80 80 77 70 64 60 56 53 110 77 77 77 77 77 70 64 60 56 53 120 71 71 71 71 71 70 64 60 56 53 Category D 130 65 65 65 65 65 65 64 60 56 53 140 61 61 61 61 61 61 61 60 56 53 150 57 57 57 57 57 57 57 57 56 53 160 53 53 53 53 53 53 53 53 53 53 170 50 50 50 50 50 50 50 50 50 50 Notes see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -7- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 8 of I I Table 7 - MAXIMUM SPANS (inches) - Roof Slope 28 to 45 Degrees - Wind Zone 1 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 130 119 102 91 81 73 67 63 59 56 105 130 119 102 91 81 73 67 63 59 56 110 129 118 102 91 81 73 67 63 59 56 120 123 114 99 89 81 73 67 63 59 56 Category B 130 117 ill 97 87 80 73 67 63 59 56 140 ill 107 95 86 79 73 67 63 59 56 150 106 104 92 84 77 72 67 63 59 56 160 102 100 90 82 76 71 67 63 59 56 170 97 97 87 80 74 70 66 62 59 56 100 124 115 100 89 81 73 67 63 59 56 105 120 113 98 88 81 73 67 63 59 56 110 117 ill 97 87 80 73 67 63 59 56 120 110 106 94 85 78 73 67 63 59 56 Category C 130 104 102 91 83 77 72 67 63 59 56 140 99 98 88 81 75 70 66 63 59 56 150 94 94 86 79 73 69 65 62 59 56 160 89 89 83 77 72 67 64 61 58 56 170 85 85 80 75 70 1 66 63 60 57 55 100 118 ill 97 88 80 73 67 63 59 56 105 114 109 96 86 79 73 67 63 59 56 110 ill 107 94 85 78 73 67 63 59 56 120 104 102 91 83 77 72 67 63 59 56 Category D 130 98 98 88 81 75 70 66 63 59 56 140 93 93 85 78 73 68 65 62 59 56 150 88 88 82 76 71 67 63 60 58 55 160 83 83 79 74 69 65 62 59 57 55 170 1 79 1 79 1 77 72 67 1 64 61 58 56 54 Notes — see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 9 of I I Table 8 - MAXIMUM SPANS (inches) - Roof Slope 28 to 45 Degrees - Wind Zone 2 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 130 119 102 91 81 73 67 63 59 56 105 130 119 102 91 81 73 67 63 59 56 110 129 118 102 91 81 73 67 63 59 56 120 123 114 99 89 81 73 67 63 59 56 Category B 130 116 ill 97 87 80 73 67 63 59 56 140 108 107 95 86 79 73 67 63 59 56 150 102 102 92 84 77 72 67 63 59 56 160 96 96 90 82 76 71 67 63 59 56 170 91 91 87 80 74 70 66 62 59 56 100 124 115 100 89 81 73 67 63 59 56 105 120 113 98 88 81 73 67 63 59 56 110 115 ill 97 87 80 73 67 63 59 56 120 107 106 94 85 78 73 67 63 59 56 Category C 130 100 100 91 83 77 72 67 63 59 56 140 93 93 88 81 75 70 66 63 59 56 150 88 88 86 79 73 69 65 62 59 56 160 83 83 83 77 72 67 64 61 58 56 170 78 78 78 75 70 66 63 60 57 55 100 116 ill 97 88 80 73 67 63 59 56 105 112 109 96 86 79 73 67 63 59 56 110 107 107 94 85 78 73 67 63 59 56 120 99 99 91 83 77 72 67 63 59 56 Category D 130 92 92 88 81 75 70 66 63 59 56 140 86 86 85 78 73 68 65 62 59 56 150 81 81 81 76 71 67 63 60 58 55 160 76 76 76 74 69 65 62 59 57 55 170 72 1 72 1 72 72 67 64 61 58 56 54 Notes — see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -9- IronRidge Mr. David F. Taggart IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis December 18, 2014 Page 10 of I I Table 9 - MAXIMUM SPANS (inches) - Roof Slope 28 to 45 Degrees - Wind Zone 3 XR1000 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 130 119 102 91 81 73 67 63 59 56 105 130 119 102 91 81 73 67 63 59 56 110 129 118 102 91 81 73 67 63 59 56 120 123 114 99 89 81 73 67 63 59 56 Category B 130 116 ill 97 87 80 73 67 63 59 56 140 108 107 95 86 79 73 67 63 59 56 150 102 102 92 84 77 72 67 63 59 56 160 96 96 90 82 76 71 67 63 59 56 170 91 91 87 80 74 70 66 62 59 56 100 124 115 100 89 81 73 67 63 59 56 105 120 113 98 88 81 73 67 63 59 56 110 115 ill 97 87 80 73 67 63 59 56 120 107 106 94 85 78 73 67 63 59 56 Category C 130 100 100 91 83 77 72 67 63 59 56 140 93 93 88 81 75 70 66 63 59 56 150 88 88 86 79 73 69 65 62 59 56 160 83 83 83 77 72 67 64 61 58 56 170 78 78 78 75 70 66 63 60 57 55 100 116 ill 97 88 80 73 67 63 59 56 105 112 109 96 86 79 73 67 63 59 56 110 107 107 94 85 78 73 67 63 59 56 120 99 99 91 83 77 72 67 63 59 56 Category D 130 92 92 88 81 75 70 66 63 59 56 140 86 86 85 78 73 68 65 62 59 56 150 81 81 81 76 71 67 63 60 58 55 160 76 76 76 74 69 65 62 59 57 55 170 72 1 72 1 72 72 67 64 61 58 56 54 Notes — see page 11 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -10- IronRidge December 18, 2014 Mr. David F. Taggart Page 11 of 11 IronRidge XR1000 Rail, Roof Flush Mounting System — Structural Analysis Notes — Tabulated values are based on the following criteria: 1. Building mean roof height = 30 ft 2. Risk Category I 3. Solar module long dimension = 78.5 in 4. Provide 2 in. clear between roof and rail 5. End cantilever span (max) = 0.40 x maximum span from above tables 6. No rail splices in end spans 7. No rail splices in middle 1/3 of interior spans 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Warner, P.E. Design Division Manager Starling Madison Lofquist, Inc. 9 C 71973 ; A EXP. U30 S l* , , c►vi�. Consulting Structural and Forensic Engineers - 11 - MATERIAL FINISH DIMENSIONS ARE IN INCHES PROPRIETARY AND CONFIDENTIAL TOLERANCES: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF XX: +/-,030 IRONRIDGE INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN REV AN ES:+/- PERMISSION OF IRONRIDGE INC. IS PROHIBITED. ANGLES: +/- 0.5° q REVISIONS DESCRIPTION INITIAL RELEASE DATE APPROVED OS/28/2114 SO V, PLAN VIEW SCALE 1:40 EXHIBIT A - page 1 of 3 Module Mounting End Clamr XR 1000Rail )dule Mountinc rounding Mid S LOPE R 1- Jl../"1LL I . `f DRAWN SO 05-28-2014 CHECKED SM 0.-28-2014 Jr� I RON RI DGE ENG APPR. MFG APPR. -- -- Q.A. COMMENTS: XR1000 ROOF MOUNT FLUSH SIZE I DWG. NO. REV. DO NOT A A SCALE DRAWING SCALE:1:40 WEIGHT: SHEET OF PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF IRONRIDGE INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF IRONRIDGE INC. IS PROHIBITED. L/\1J 111 VV I\Ll\JI 1)1I\V I.I VI\L FLAS H FO (Or Alters flashing) ROOFII (BY OTH DETAIL C SCALE 1 : 4 MODULE MOUNTING SYSTEM END CLAMP MODULE MOUNTING SYSTEM GROUNDING MID CL" " "" DETAIL E SCALE 1 : 5 DETAIL D SCALE 1 : 5 IRONRIDGE XR1000 ROOF MOUNT FLUSH EXHIBIT A - page 2 of 3 SA I DWG. NO. IRA. DO NOT /1 SCALE DRAWING SCALE:1:30 I WEIGHT: SHEET 2 OF PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF IRONRIDGE INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF IRONRIDGE INC. IS PROHIBITED. X/ml n n n Ill,-1 F DETAIL F SCALE 1 : 5 IRONRIDGE XR1000 ROOF MOUNT FLUSH EXHIBIT A - page 3 of 3 SA I DWG. NO. IRA. DO NOT /1 SCALE NOT SCALE:1:30 I WEIGHT: SHEET 3 OF NOTES: 1. This drawing is intended for a guide and is project -dependent. The project's structural engineer is to review and approve. The maximum screw size is #15. The structural engineer is to specify the screw type, size and quantity. The angled and vertical screws should be symmetrical on the Facet. 3M. The screws can be installed before or after cover membrane is installed. If the Facet is accessible, the bracket and racking can be installed first followed by lifting the cover membrane edges. With the Facet exposed, attach screws followed by welding or adhering the cover membrane to the roof membrane per roof manufacturer's requirements. Remove the PSA washer top protective liner prior to attaching the cover membrane. A set screw in the Facet threaded hole can be used as a guide to center the cover membrane hole to the Facet threaded hole. 5❑. The 3/8-16 threaded hole in the Facet has a 0.80 inch minimum thread depth. The project structural engineer needs to determine the minimum thread length engagement in the Facet threaded hole for the project. The bolt length can be determined by the minimum thread depth, the minimum thread engagement, and the bracket and washer thicknesses. The flat washer is only required if the bracket hole is greater than 0.42" in any direction. VJ For freeze/thaw locations, the bolt should be partially threaded in the Facet and then a roof manufacturer's approved sealant (water blocker) should be liberally applied all around the bolt and in the bracket hole prior to tightening the bolt. The flat washer should be large enough to cover the hole in the bracket. The lock washer can be eliminated if a serrated flange bolt is used. If the serrated flange bolt is large enough to cover the bracket hole, then the flat washer can also be eliminated. In non-freeze/thaw locations, the lock washer and flat washer can be eliminated if the bolt is a flanged serrated bolt. F9_1 Initial torque setting for the bolt is 20 ft-lbs. = Attachment of the cover membrane to the roof needs to conform to manufacturers' and roofer's requirements and specifications. I■' PARTS LIST ITEM QTY DESCRIPTION 1 1 Molded Facet Assembly 2 1 Cover Membrane - Formed 3 1 3/8 Flat washer - Recommend 300 Series SS, 1.5 Inch OD 4 1 3/8 Flat Washer - Recommend 300 Series SS 5 1 3/8-18 Bolt - Recommend 300 Series SS 6 1 3/8 Split Washer - Recommend 300 Series SS 7 2-16 Roof Screw 8 1 Bracket - Generic PH�TCVC9, L-i III FYSTF�4 System Summary: 14.75 kW Utility Interactive Photovoltaic System (50) HANWHA SOLAR(Q-CELL), 295w Modules (50) SolarEdge P320 Optimizers (1) SOLAREDGE (SE11400A-US) Inverter PV Backfeed to (E) 400 Amp Electrical Panel Fire Roof Classification: Class A Lake Cahullla Recreation Area ! lie Quarry at La Quinta 9 VICINITY MAP SCALE: I 9 Coral Matinlain Estmr - 58-825 QUARRY RD. LA QUINTA, CA BSOL2018-0004 a TY OF LA QU I NTA BUI LDI NG DI VI SI ON APPROVED FOR CONSTRLJCTI ON BY: A. A DATE: 04/25/2018 14.75kW SOLAR ARRAY - _ (50) 295W HANWHA PANELS WITH P320 F SOLAREDGE OPTIMIZERS AND (1) SOLAREDGE SE-1140OA-US INVERTER, SERVICE REQUIRED TO HAVE OCPD DERATED FROM 200A TO 175A [900SF] 2016 CALIFORNIA ELECTRICAL CODE. SUBJECT_ PROPERTY, T he Golf Club at La Ouinta TABLE OF CONTENTS PV-1 TITLE SHEET PV-2 SITE PLAN PV-2.1 ROOF PLAN PV-2.2 ARRAY SECTION PV-2.3 FRAMING LAYOUT PV-2.4 PV RAIL LAYOUT PV-2.5 STANDOFF LAYOUT PV-2.6 OPTIMIZER WIRE LAYOUT PV-3 ELECTRICAL SINGLE LINE DIAGRAM PV 31 EQUIPMENT ELEVATION/ SIGNAGE t Al. . SUBJECT PROPERTY AERIAL PHOTO SCALE: W LU W Ld rn O LLI y N g J mrn�c�Ln Lmn M O V �- LO z z Lli m Z ti � r�i_rL U w CU z LU M w w U 0 Q U `W - Q W LOE5 CL �L� DATE: 2/26118 SCALE:NTS SHEET PV-1 SYMBOLLEGEND SATEUTE DISH Q! ATTIC VENTS PLUMBING & EXHAUST VENTS 0011 CHIMNEY ®Q TREE s I o 0 v �F L1J O X m N � O m I=-UaiNCD C C C� U'.) O O Lo rn Zco=cc W U Z W 0 Cn W Z U a- O I= W u' W Lu � o — ccm!� c Cn a DATE: 2W18 PVC SYMBOLLEGEND SATELITE DISH 4! ATTLC VENTS PLUMBING & 000 EXHAUSTVENTS CHIMNEY ®O TREE (I) SOLAR MODULES MAIN SERVICE PANEL AND UTILrTYMETER MSP (N) AC DISCONNECT Acl (N)INVERTER NV CSFM ORl -3 SETBACKS OR 1'�6' WHERE APPLICABLE AC INV 0 Em 0 0 an cm O .1" IJ O W O h CJ T W ao c U _ c��� M C4 M O a = Q m w U -4co n rn O O Z Z Z� a � 04 t Lei. W U Z W W Z � Q eidO � U W �Q O U c� z O 04 LL a L Or DATE: 2128/18 SCALE: NTS— �0111:*A9`mot.;;I: (9:i PV-2.1 IRONRIDGE XR1000 PV RAIL, TYP. RIDGE L - FOOT, TYP. (SUSTAINABLE TECH. - FACET MOUNT ,(8) 5/16"x 6" LAG BOLT, TYP. SUSTAINABLE TECH. FACET MOUNT ro:�000\ O 0 0 O 0 O 0 \000// a TY OF LA QU I NTA BUI LDI NG DI VI SI ON APPROVED FOR CONSTRUCTI ON BY: A. d DATE: 04/25/2018 c Wz L v ado wO _ Ln � M M O �Ln c c i=-Ca��NO 00rn Z Z Z Lij v�a 0 W U Z W 0 c/) Z W O oC U Lu C/) 5U n/ U Lu C1 Z C LID 5 oo a DATE: 2/26/18 SCALE:NTS _77 PROJECT ENO( VEER: PV-2.2 SYMBOLLEGEND SATELITE DISH i ATncVENTS PLUMBING & 0 011 EXHAUST VENTS CHIMNEY ®O TREE -91 7° .w a TY OF LA QU I NTA BUI LDI NG DIVISION APPROVED FOR CONSTRUCTI ON BY: A. ( „D4TE: 04/25/2018 O W O i Ld amo c�0 O U = N Lo � N J M M C = Q M o a v�CD Go Go Z Z LU Lo Z Ls ta -� vLL(L :0 W U Z W m w O Q LL ¢a Lu 15 \i/ Ci Z L 0 a °NU u� .. DATE: 2128N8 SHEET PV-2.3 SYMBOL LEGEND (N) PV RAIL (N) ATTACHMENT POINT • — D P_ 331-711 a TY OF LA QU I NTA BUI LDI NG DI VI SI ON APPROVED FOR CONSTRUCTI ON BY: A. d DATE: 04/25/2018 ON ac v. wc Lu Q rn o LL M CO _! M Ch v m CA —CM O go V t2, a;. WLO Q Z LLI ton Z Z i Cl).XX,,.C.) w U Z w � w O � � U o �a U O w =Q ~ d LLJ N � � DATE: 20118 PV-2.4 SYMBOLLEGEND (N) PV RAIL (N)ATTACHMENTPOINi • 1 11 1.. 11 3' 011- 1 11 - 11 11 6 -0 -,- 0 -� 6.41 • l • w 1 • • • • 3, 011 • 4D a TY OF LA QU I NTA BUI LDI NG DI VI SI ON APPROVED FOR CON STRUCTI ON BY: A. 6-&j DATE: 04/25/201 S 4; 911 - v v W .- W v a�0 LU C = N u J M M � Ci m O N �L �c C,4)O �V��� OOvIca rn Z Z LU Z i co vuW.CL U w U Z w M � O w � Q ofo J � LL LL O U �OU Q ~ � cyz O CC °0N C1 C%) G �S a DATE: 2128118 PV-2.5 STRING 3 (16) J— I STRING 2 (17) s pAC',WV a TY OF LA QU I NTA BUI LDI NG DIVISION APPROVED FOR CONSTRUCTI ON BY: A. 6-,&u,, DATE: 04/25/2018 z wc Ld ago w M °° c � v c� o0 M M � = Q M O 00 c z CT LuLo) N W p TV�Wia C) w U Z w O c/) � w Q � J > OC w vo tV � U LL.O w Q� U cZ oLo N� Q ��� DATE: 2126/18 bUALE:NI5 PROJECT E R: SHEET PV-2.6 6 UTILITY SERVICE 1201240 Vac -1 ph (N) SOLAR MODULES 1 2 17 • • • 3 (N) SOLAREDGE INVERTER 4 SE76NA•US l_AC MCONIECT BM D*COh9,ECT 1 2 — — -- - - -_ 17 Uu Ni 1 2 3 4 5 6 ••• 11-121111 - 11111 14.75 kW UTILITY INTERACTIVE PV SYSTEM (N) 60A PV BACK 50 HANWHA SOLAR (Q-CELL) 295w MODULES FEED BREAKER 50 SOLAREDGE P320 OPTIMIZERS (1) SOLAREDGE INVERTER, (SE1140OA-US (240V)) SINGLE PHASE, 240VAC WITH (3) STRINGS *PLEASE SEE PV-3.1 FOR ADDITIONAL EQUIPMENT INFORMATION ELECTRICAL CONDUCTOR SCHEDULE ELECTRICAL EQUIPMENT A WRETYPE & GAUGE CONDUITTYPE CURRENT DERATEO CURRENT DISTANCE VOLTAGE DROP NOTES: O DESCRIPTION MANUFACTURER MODEL 1 (5) #10 PV WIRE RHVV-2 OR USE V EMT PV STRINGS TO INVERTER 1 PV MODULE HAMM SOLAR Q-PEAK BLK-G4.195 2 (1) #10 BARE COPPER GEC 2 OPTIMIZER SOLAREDGE TECHNOLOGIES P320 3 (3)X*1A1VGTHHN CU VEW.Fc Ca�ma+ W TKM LXVUnTE 47.5A 59,375A <IV 0.20% INVERTER TO AC DISCONNECT 3 DC DISCONNECT IMO SI25PEL64R4 4 (1) x#8AWG MHN CU. EGC 4 INVERTER SOLAREDGE SE11400A-US, NEMA 3R 5 (3) X 94 AWG THHN CU +W� E OR �TAIMUOUETn 47.5 A 59.375 A <I V 020% AC DISCONNECT TO PV BREAKER 5 P V BREAKER SQUARE D sat 6 (E) MAIN ELECTRICAL GEAR SQUARED SUM40D4000N, 400A, 2P-3W,120R40VAC, lNEMA3R 6 (1) X R8 AWG THHN CU, EGC ------------------------------------------------ AMBIENT TEMP AND RACEWAY CALCULATIONS #10 PV WIRE (RHW-2 90°) IS RATED FOR 40A x .80 (4-6 CCC)=32ADC EACH STRING OF PANELS HAS A MAX OF 15ADC #10 PV WIRE (RHW-2 90°) IS RATED FOR 40A x .82 (AMBIENT TEMP.114-122°)=32.8ADC ------------------------- (E) 200 A MAIN BREAKER (N)175 A MAIN BREAKER (TO HOUSE) (E) 400A RATED MAIN SERVICE PANEL (E) SERVICE GROUNDING ELECTRODE a TY OF LA QU I NTA BUI LDI NG DI VI SI ON APPROVED FOR CON STRUCTI ON BY: A. DATE: 04/25/2018 PV BACKFEED CALCULATIONS BUSSBAR SECTION RATING: 200 AMPS (NOTE: MAIN PANEL IS A 400A SPLIT) MAX BUSSBAR CURRENT: 240 AMPS (200 x 120%) PV BACKFEED CURRENT: 47.5 AMPS DERATED PV CURRENT: 59.375 AMPS (47.5 x 125%) MAIN BREAKER DERATING: 180.625 AMPS MAX.(240 A - 59.375 A) MAIN BREAKER SIZE: 175 AMPS L.J Q rn o wchcn = CV N M J Cj cM m Ci) � M O LoCNCD "�'- rn 00 Zn m !s c/) 2E CU v i a CU 0 W y U G z W C� Cn Q W J i- U U }a U o W ¢a w U � Cl'~z w In 5 CV w a �L� DATE: 2126118 SCALE:NTS PV-3 WORKING CLEARANCES PER NEC 110 LABEL FOR JUNCTION AND COMBINER BOXES, DC AND AC DISCONNECTS (PER CEC 690.17): 'WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS, TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN OPEN POSITION' LABEL FOR MAIN SERVICE PANEL (PER CEC 705.10): 'THIS ELECTRICAL SYSTEM IS ALSO SERVED BY A PHOTOVOLTAIC SYSTEM' SIGNS OR DIRECTORIES SHALL BE ATTACHED TO THE ELECTRIC EQUIPMENT OR LOCATED ADJACENT TO THE IDENTIFIED EQUIPMENT. SIGNS SHOULD BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT. ALL PLAQUES SHALL BE PERMANENTLY ATTACHED TO SURFACE OF ELECTRICAL EQUIPMENT BY MEANS OF EPDXY, PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO•PHOTO PLATING IN A CONTRASTING COLOR TO THE SIGN BACKGROUND. SPACE REQUIREMENTS FOR ELECTRIC EQUIPMENT SHALL COMPLY WITH CEC ARTICLE 110.28, ALL WORK TO COMPLY WITH 2O14 CEC ELECTRICAL CODE AND 2016 CBC BUILDING CODE, MAIN SERVICE DISCONNECT OR METER A WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION NEC 690.17(E) A WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL NEC 110.27(C) & OSHA 1910.145(f)(7) NEC 690.15 & NEC 690.13(B) CEC 705.12(DX2X3XB) AC DISCONNECT (if applicable) no • • IFC 605.11.3, NEC.690.15, NEC 690.13(B) A WARNING ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED NEC 690.35(F) BREAKER PANEL / AC COMBINER BOX (if applicable) A WARNING ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND EHERGLZ NEC 690.5(C) A WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERML'NALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN TI4E OPEN POSNION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT CEC 690.13(B) NEC 690.17(E) A WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL NEC 110.27(C) A CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED NEC 705,12004) & NEC 690.64 CEC 690.54 CEC 705.12(DX3) INVERTER DC DISCONNECT / BREAKER COMBINER BOX / ENCLOSURES CONDUIT/JUNCTION BOX A WARNING ELECTRICAL SHOCK HAZARD IF AGROUND FAULT IS NDK:ATEO NORMALLY GROUNDED CONDUCTORS PAY BE UNGROUNDED AND ENERGIZED A WARNING BIPOLAR PHOTOVOLTAIC ARRAY. DISCONNECTION OF NEUTRAL OR GROUNDED CONDUCTORS MAY RESULT IN OVERVOLTAGE ON ARRAY OR INVERTER NEC 690.31(1) A WARNING ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED CEC 690.35(F) AWARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERWNALS 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 WV4 AC VOLTAGE • I lusti!11. PHOTOVOLTAIC TOVOLTAIC SYSTEM DC DISCONNECT )C DISCONNECT G CURRENT 09 il_I .8. 1 CEC 690.53 A WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION NEC 690,17(E) A WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL NEC 110.27(C) A WARNING ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED NEC 690.35(F) WARNING; T111S EQUIPNIENT 1-BI) BY AIULT11ILE SOURCES. TOTAL RATINU OF AIIJ. OVFRCURRENT DEVICES, EXCLUDING HALL\ SUPPLY OVERCURRENT DEVICE. SHALL NOT EXCEED A,%IrACTIY OF BUSBAR. WARNING: PHOTOVOLTAIC POWER SOURCE .'i 0 TY OF LA QU I NTA BUI LDI NG DI VI SI ON APPROVED FOR CON STRUCTI ON BY: A. 6,ti, ,DATE: 04/25/2018 U wc 7 L Ld > r ado C`') 00 1 Lo M 2 J M 0o rn C F=— U Lin N o Lrj .-. Lo 5 0 0 Q ) z--0 co v LLL. (L LL- U W U W Z w ��Z � V UA C) Y � U I-- LL- U U w ¢Q w U � dZ Lu Lo E5 N Cy w CL � L0 DATE: 2/26/18 SCALE:NTS PROJECT ENG1 ER: CEC 705.12 (DX2X3XC) PV-3.1