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10-0088 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO. LA QUINTA, CALIFORNIA 92253 +Application Number: 10-00000088!. Property Address -" 79930 -HORSESHOE RD APN: 649-071-025-25 -2180 - Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: - 84000 Applicant: �i6�c?o�2 C&hf 4 4 " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: ��P ------------------ 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 Professionals Code, and my License is in full force and effect. Xicense Class: C10 License No.: 933775 Date: Z 11,1 O Contractor: A,tG1-G 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).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPER IIT Owner: SLATER MICH 79930 HORSE LA QUINTA, VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/11/10 Contractor: SOLAR SERVICE 72227 ADELAID THOUSAND PALMS, (888)760-7652 Lic. No.: 933775 53 F�8 0 lu ?�JO CA . ------------------ 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 work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT _ I certify that, in the performance of the work for which this permit is issued, 1 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 a Labor Code, I shall forthwith comply with those provisions. Date: ZI��I� Applicant: ` Axl_ t—,. 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 Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city a��ure and state laws relating to building construction, and hereby authorize representatives bf this the above-mentioned property for inspection purposes. Date: (Applicant or Agent): Application Number 10=00000088 Permit SOLAR PERMIT Additional desc Permit Fee . . . . 25.50 Plan Check Fee 6.38 Issue Date Valuation . . . . 84000 Expiration Date 8/10/10 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA SOLAR COLLECTOR < 1000 ` 4.50 2.00 3.0000 EA SOLAR EQUIP MISCELLANEOUS ---------------------------------------------------------------------------- 6.00 -- Permit ELEC-MISCELLANEOUS Additional desc . Permit Fee 36.50 Plan Check Fee 9.13 Issue Date Valuation . . . . 0 Expiration Date 8/10/10 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 3.00 1.00 18.5000 EA ELEC SVC <=600V/<=200A 18.50 ---------------------------------------------------------------------------- Special Notes and Comments 8.4 KW (7.2 KW-AC)PHOTOVOLTAIC SYSTEM. 1-5200 WATT & 1-3500 watt INVERTERS W/ 6 STRINGS OF 8-175 WATT MODULES. 2007 CODES 2008 ENERGY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 4.00 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 62.00 .00 .00 62.00 Plan Check Total 15.51 .00 .00 15.51 Other Fee Total 4.00 .00 .00 4.00 Grand Total 81.51 .00 .00 81.51 LQPERAIIT Z 0 a w N 0 *1, k W Q C z J J WW Z Z -M Q a a D J D Q cr K a ~ J U O W H W a S Q I N Z N W W QCl- C3 z Zuj o[] � O O � Q d LLI o 0u-) N tn LJ X Orn > : } m �Q®,_ Q S S cLL Z 0 ® (.5 Z Li <L 3 V0.0 v a LL, Li as Z O U E5 m L W a 4. W ct:C3 O Iialy 0 J W p w Qm��� Z �9 OC) O p U= p W U W J�U�Y W C/7 O 4.. o Q ay��Mp O� C-.') at= Z c 3' =16M. Wim! S Q XXW le _ L C/7 LtJ Q N �J�N F— Cn �y i 8,400 WATT DC (7,194 WATT AC) AMPS SOLAR ELECTRIC ARRAY REQ. AMPS 48 GRAPE SOLAR 175—WATT MODULES WIRE TYPE MODEL NO. CS—S-175—DJ MODULE TO MODULE INDIVIDUAL MODULE RATING: 1.56 PTC=156.4 WATTS NO. Voc=44.2 VDC USE -2 Isc=5.25 AMPS MODULE TO ARRAY J—BOX 1 INVERTER WITH 4 JUNCTION BOX 1 STRINGS OF 8 F ©� Voc=353.6 VDC USE -2 PER STRING I I I 1 INVERTER WITH I I 2 IJUNCTION IBOX 2 �I ,STRINGS OF 8 I Vac=353.6 VDC THWN PER STRING Ir_iI__i__rn L WIRE AND CONDUIT SCHEDULE AMPS MULTI— PLIER REQ. AMPS WIRE GAUGE WIRE TYPE CONDUIT SIZE MODULE TO MODULE 5.25 1.56 8.19 NO. 10 USE -2 N/A MODULE TO ARRAY J—BOX 5.25 1.56 8.19 NO. 10 USE -2 N/A ARRAY J—BOX TO INV J—BOX 5.25 1.56 8.19 NO. 10 THWN 3 4 INV J—BOX TO INVERTERS 5.25 1.56 8.19 NO. 10 THWN 3 4 INVERTERS TO SUBPANEL 25 1.25 31.25 N0. 10 THWN 3 4 SUBPANEL TO AC DISCONNECT 25 1. 5 31. 5 N0. 10 THWN 3 4 DISCONNECT TO AIN P 9,11.25 1 31,251 NO, 10 1 THWN 3 4 CONTINUOUS GROUND FROM MODULES THROUGH INVERTERS TO SUBPANEL NO. 8 BARE AT MODULES NO. 8 STRANDED FROM JB TO INVERTERS JJROD GROUND B(JILDING Q S'► li ,g Pp� AFE� DEPT Fp ®VEp 1200A MAIN I ( BREAKER I UTILITY METER w ORass I I 12O 210 I 40A I I M I MAI I I LOAD �- �� I ODfiETt I UTILITY GRID L--------- 120/240 INPUT = R CONSTRUCTION ' L-- rE NEW SOIR SUBPANEL 60 AMP, 250 _e._� eY UTILITY LOCKABLE FUSED DISCONNECT (1 EA) I I J. 1 4 40A NOTES: J . EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. L PROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING—ELECTRIC SHOCK HAZARD— DO NOT TOUCH TERMINALS—TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION". ® LABEL BREAKER "SOLAR ELECTRIC POWER SOURCE" PER NEC 705-10, AND "BREAKERS ARE BACKFED" PER NEC690-64(b)5. ® LABEL FOR SOLAR SUBPANEL SHOWN AS 'SOLAR SUBPANEL' 5. PROJECT SHALL COMPLY WITH 2007 CBC, CMC, CPC, AND 2008 CEC. 100 A 40/140 VAC 71—N, I 20A 2t -`POLE I I JDA 2-_P0LP I L — — — — — J I L - PV POWERED PVP5200 GRID—TIE INVERTER (1 EA.) INPUT: 240 TO 450 VDC OUTPUT: 5200 WATTS MAX OUTPUT EFFICIENCY: 96% 240 VAC. 25 AMPS MAX INTEGRATED GFCI AND DC/AC DISCONNECTS PV POWERED PVP3500 GRID—TIE INVERTER (1 EA.) INPUT: 200 TO 450 VDC OUTPUT: 3500 WATTS MAX OUTPUT EFFICIENCY: 95.5% 240 VAC, 18 AMPS MAX INTEGRATED GFCI AND DC/AC DISCONNECTS SEPARATE DC GROUNDING ROD ELECTRODE S❑LAR F) n K ri n 1 0 TRUSSES THAT WILL nrr-rTi- i Ar- c,rrM F -WS EDILDIING & SAFETY DEPT APPROVE® i FOR CONSTRUCTION 48.0 0148.0 0148.0 0148.0 0148.0 0148.0 NOTE: LARGE SCREWS SHALL BE A MINIMUM 6" AWAY FROM NAILING PLATES, o' 6' 12' 'R❑FESSI❑NAL SOLAR PRODUCTS ALUMINUM SUPPORT RAILS, ATTACHED TO "FASTJACK" 3TANCHI❑NS PROFESSIONAL SOLAR PRODUCTS °FASTJACK° MOUNTING STANCHI❑N, ROOF IS SINGLE STORY WITH A TAR ROCK SURFACE ROOF MOUNTING RACKS FOR SOLAR MODULES ARE MOUNTED ON 'FASTJACK' SOLAR STANCHIONS WITH INTEGRATED FLASHING, FLUSH WITH ROOF SEE ATTACHED SHEETS FOR MOUNTING RACK ENGINEERING DETAILS SEE DRAWING 005 FOR ENLARGED DETAIL ROOF DRAINAGE SHALL NOT BE OBSTRUCTED BY PANELS/SUPPORTS, A MINIMUM OF 4 INCH CLEARANCE BETWEEN ROOF AND PANELS. o -+ ®U' D 03 c <rn�' , o O.CDzm -o --� SEE DRAWING 005 FOR ENLARGED DETAIL ROOF DRAINAGE SHALL NOT BE OBSTRUCTED BY PANELS/SUPPORTS, A MINIMUM OF 4 INCH CLEARANCE BETWEEN ROOF AND PANELS. 5/16' SS BOLT PANEL CLIP woo ROOF DRAINAGE SHALL NOT BE OBSTRUCTED BY PANELS/SUPPORTS. A MINIMUM OF 4 INCH CLEARANCE BETWEEN ROOF AND PANELS. / EXTRUDED ALUMINUM SUPPORT RAIL OD TAR ROCK C e! m _n — 3/8' SS ALL-THREAD`I ®! CHANNEL NUTO Qo n / 0 C/) ® 5> W � T 'FASTJACK' STANCHION < C < m W/FLASHING (7 ��-y 5/16' X 3' S SCREW C) 1� � C POLY -URETHANE ROOFING SEALANT AT 000 O ® Z HOLE IN TILE P�,V`N / Z m __j7 D MASTIC R FING SEA T UNDER ' ICKMOUNT' STANCHIO RD I WEIGHT LOADING ANALYSIS Solar Electric Installation' For Michael Slater Residence, 79930 Horseshoe road, La Quinta CA 92253 Contractor: Solar Service Center . January 15, 2010 Roof Information Roof is sloped composition shingle with standard wood framing Wood trusses sixteen inches on center Solar panel stanchions are spaced 6' on center for flat roof area. Changzhou 175 - solar module weight 34.17 pounds No. of solar modules 48 Total weight of modules 1,640 pounds Weight of each Professional Solar Products "Roof Trac" 18 pounds No. of rack sets 12.0 Total weight of rack sets 216 pounds Total weight of solar array 1,856 pounds Height of each module 5.2 feet Width of each module 2.7 feet Area of one module 13.8 square feet Area of entire solar array 662.5 square feet Weight of solar array per unit area of roof 2.8 pounds/square foot No. of stanchions connected to rafters with lag screws 56 Weight loading per stanchion 32.9 pounds/connection See attached sheets for engineering information on the Professioal Solar Products "Roof -Trac" racks U U I IV IFA BUILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION DATE 2/8/2010 horseshoe- weight load BY No. of DC and AC DC and AC modules, DC and AC rating Inverter watts of kW of inverters of module efficiency, system system Chanqzhou 175 32 175 5,600 watts -DC 5.6 kW -DC 156.4 96.0% 4,805 watts -AC 4.8 kW -AC Inverter nameplate Inverter efficiency PVP 5200 1 5200 96.0% 240vac PVP 5200 0 5200 96.0% 208vac Chanqzhou 175 16 175 2,800 watts -DC 2.8 kW -DC 156.4 95.5% 2,390 watts -AC 2.4 kW -AC Inverter nameplate Inverter efficiency PVP 3500 1 3500 95.5% 240vac PVP 3500 0 3500 95.5% 208vac 90 NP 3 C Note -PtaAG of system cannot exceed the total nameplate watt rating of the inverters c. 0 O' Z® TOTAL DC WATTS 8,400 watts -DC TOTAL AC WATTS 7,194 watts -AC 2/8/2010 horseshoe- System watt ratings 8.4 kW -DC 7.2 MAC BILL OF MATERIALS Solar Photovoltaic System Installation For Michael Slater 79930 Horseshoe rd, La Quinta CA 92253 No. Description Vendor Prt No. Quantity 1 175 -watt solar modules WECS CS -S -175 -DJ 48 2 5200 -watt inverter WECS PVP5200 1 3 3500 -watt inverter WECS PVP3500 1 4 AC 125 Amp/250 VAC 6/12 3R Solar Subpanel WECS 1 5 AC Fused general duty Disconnect Switch 100A, 250 VAC WECS 1 6 30A, AC breaker WECS 1 7 20A, AC breaker WECS 1 8 60A, 250V fuse, 20 000 AIR WECS 1 9 136 Roof -Trac Solar mounting racks stem WECS R-136 28 FSR CO�S�� pNjE 2/8/2010 horseshoe - BOM CcGrapeSoarTm Clean Power. Today. Overview -High cell efficiency with quality silicon material for long term output stability and reliability. •Rigorous quality control to meet highest international standards. •High transmittance, low iron tempered glass with enhanced stiffness and impact resistance. -Unique frame design with high mechanical strength for easy installation. -Advanced encapsulation material with multilayer sheet lamination to provide long -life and enhanced cell performance. -Outstanding electrical performance under high temperature and low irradiance conditions. •72 monocrystalline high -efficiency solar cells (approx. 17%). Applications -Any large or small on -grid /off -grid solar power stations. -Commercial/industrial building roof -top systems. -Residential roof -top systems. -Any commercial/industrial ground mount systems. -Other industrial and commercial applications. Warranty •10 year limited product warranty on materials and workmanship. •25 years limited power warranty on power output. •>_90% power output assurance for 10 years and >_80% power output assurance for 25 years. -Refer to warranty certificate for detailed warranty conditions. MODEL: CS -S -175 -DJ High Efficiency Monocrystalline Photovoltaic Module Certifications •UL1703 ISO 9000:2000 -CE TUV IEC61215 IEC61730 Mechanical Specifications C EC iso Cell Size 125mm x 125mm (4.93" x 4.93") I Module Dimension (L x W x T) No. of Cells Weight Cable Length Type of Connector Junction Box No. of Holes in Frame 1581 mm x 809mm x 40mm (62.3" x 31.9" x 1.6") 6x12=72 15.5 kg (34.2 lbs) 900mm (35.5") for positive (+)..a ..r_-eg@t aW� a A Mc Iv G, I P65 4 draining holes, 4 nstallati�S `® 2 ground line holes, 16 air outlet haJast. pA�E' 81 -1009 MODEL: CS -S -175 -DJ CEC Listing: Chan zhou Nesl Solartech Co.LTD DJ -175C Electrical Specifications (STC* = 25 °C, 1000W/m2 irradiance and AM= 1.5) 'Standard Test Conditions Physical Specifications mm (in.) Other Performance Data A —2 Operating Temperature Max System Voltage 600 V Max Peak Power Pm- 175 W 0% / + 3% CEC Listed PTC Power 156.4 W Maximum Power Point Voltage Vmpp 35.8 V Maximum Power Point Current Impp 4.89 A Open Circuit Voltage Vcc 44.2 V Short Circuit Current Isc 5.25 A Temperature Coefficient of Voc -0.150 V / °C -0.34% PC Terl"IlDerature Coefficient of Isc 4.72x10 A / °C 0.09% / °C Temperature Coefficient of Pmax -0.647 W / °C 437% /°C) 'Standard Test Conditions Physical Specifications mm (in.) Other Performance Data A —2 Power Tolerance Operating Temperature 900 NOCT" 0%/+3% ,a 7- H 9a gMI 10A 48°C+/ -2°C Power Tolerance Operating Temperature Max Series Fuse Rating NOCT" 0%/+3% -40°C to+85°C 10A 48°C+/ -2°C 'Normal Operating Cell Temperature www.GrapeSolar.com For 24/7 service or support call 1-877-264-1014 Grape Solar reserves the rights to modify these specifications without notice. rape So arTm Clean Power. Today. 4723 Pacific Ave. Eugene, Oregon 97402 USA Tel: 541.349.9000 Fax: 541.343.9000 Rev.02-1 • 1009 PUPOWeredIrM Example of Side-by-side Flush Mounting on 16" Intervals SIM 20720 Brinson Boulevard All PV Powered products PO Box 7348 are designed and Bend, OR 97708 manufactured in the U.S., are fully compliant with the Buy American Act, and 1-541-312-3832 qualify for projects funded WWW.PVPOWERED.COM by the federal stimulus package. 02009 PV Powered Proven Reliability - Now With an Integrated AC and DC PV System Disconnect listed to the UL 98 Standard PV Powered, Inc. continues to deliver industry-leading reliability and technical innovations that lower the total cost of PV systems installation. PV Powered is now the only manufacturer of a residential inverter -integrated AC/DC PV System Disconnect that is listed to the UL 98 Standard. The UL 98 Standard, called "Enclosed and Dead -front Switches," ensures the integrated PV Powered disconnect meets all installation and inspection requirements of a PV System Disconnect. Housed within an NEC Compliant wire raceway, PV Powered's innovative disconnect consists of one enclosure with generous working room for installation. In addition to providing for a single point of connection from the utility service and PV array, the wire raceway's optimized knockout locations also provide options for side, bottom and back entry with minimized conduit bending. The wire raceway enables flush side-by-side mounting, eliminating the need for extra equipment and resulting in a cleaner, less expensive installation. PV Powered's string inverters are backed by the industry's first nation-wide ten year warranty and equipment replacement program. Optional performance monitoring is available which includes low cost, secure web -based access to inverter status and performance history. F ,iY Ur LAOUINTA UILDING & SAFETY DEPT. APPF� FEATURES Industry -Leading Reliabili • Endurance tested to • Lowest part counts a FOR CONSTRUCTION )erating life B� 7 -, N 11& �Is.YEARJ .. a 0 . • of • Field -proven technology with thousands of units installed nationwide Integrated AC and DC PV System Disconnect • Listed to UL 98 Standard for use with PV Powered UL 1741 Listed string inverters • Robust testing of switch mechanism to UL 98 Standard, called "Enclosed and Dead Front Switches" • Single AC/DC switch visible and lockable in the OFF position • NEC Compliant internal wire raceway enables flush side-by-side mounting • Direct -to -wall surface enclosure design allows for easy access and installation Easy Installation • Factory integrated inverter and PV System Disconnect eliminates the need for extra equipment • Interconnections reduced from 12 to 4 points, saving installation time and material costs • Field -configurable inverter grounding schema with simple jumper selection • Optimally placed knockouts for a variety of conduit routing options Installer -Focused Support • No special purchase requirements to get the best technical support in the industry • Live technical phone support • Optional performance monitoring available t55i600100�51sA_02 DIMENSIONS PVP1100 to PVP3500 BOTTOM VIEW 1/2' N.O. 1/2'. 3/4' K.O. DRAINAGE PORT PVP4600, PVP4800, PVP5200 BOIIOM VIEW ELECTRICAL 5 P E C 1 (CATIONS O. PORI wum ELECTRICAL 5 P E C 1 (CATIONS Inverter with Factory -Integrated AC and DC PV System Disconnect NEMA 313 Steel Enclosure, Wall Mount Bracket Included Temperature -25°C to 40°C Continuous Output Power (watts) 1100 2000 2500 2800 3000 3500 4600 4800 5200 Weighted CEC Efficiency (%) 90.5 92 94.5 92 93.5 95.5 95.5 96 96 Maximum DC Input Voltage (VOC) 500 500 500 500 500 500 500 500 500 DC Voltage Operating Range (V) 115-450 115-450 140-450 180-450 170-450 200-450 205-450 200-450 240-450 DC Minimum Start Voltage 130 130 155 195 185 215 220 215 255 DC Isc Maximum Current (A) 26 26 26 26 26 26 48 48 48 DC Imp Nominal Current (A) 10 18 20 18 18 18 25 26 25 AC Maximum Continuous Current (Amps) 10 9 11 13 13 15 23 21 23 AC Nominal Voltage (V) 120 240 240 208 240 240 208 240 240 AC Output Voltage Range (V) 105.6-132.5 211-264 211-264 183-229 211-264 211-264 183-229 211-264 211-264 AC Frequency Range (Hz) 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 M E C H A N I C A L S P E C I F I C AT 10 N S AGENCY APPROVALS UL 98 13th Edition, Enclosed and Dead -Front Switches, UL 1741 Nov 2005 Revision, CSA C22.2 107.1 2006 Revision, IEEE 1547 Compliant, FCC Class A & B 02009 PV Powered Inverter with Factory -Integrated AC and DC PV System Disconnect NEMA 313 Steel Enclosure, Wall Mount Bracket Included Temperature -25°C to 40°C Weight (Ibs) 55 65 70 80 80 85 135 135 135 Inverter with Disconnect Dimensions 30 3/8" H 30 3/8" H 30 3/8" H 30 3/8" H 30 3/8" H 30 3/8" H 35" H 35" H 35" H x 15 5/8" W x 15 5/8" W x 15 5/8" W x 15 5/8" W x 15 5/8" W x 15 5/8" W x 18 1/8" W x 18 1/8" W x 18 1/8" W x 8 1/4" D x 8 1/4" D x 8 1/4" D x 8 1/4" D x8 1/4" D x 8 1/4" D x 8 5/8" D x 8 5/8" D x 8 5/8" D AGENCY APPROVALS UL 98 13th Edition, Enclosed and Dead -Front Switches, UL 1741 Nov 2005 Revision, CSA C22.2 107.1 2006 Revision, IEEE 1547 Compliant, FCC Class A & B 02009 PV Powered @/0NIC0 $ ASSOCIATES Structural Engineers CLIENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805.486-4700 Subject: Static load test results for the following: MountingSystem Maximum Frame Length* On.) Maximum Frame Width* On.) Load (lbs/ft') Equivalent Wind Speed (mph)•• RoofTrac ® 65 40 55 135 TEST SETUP (as shown in attached drawing detail): Three modules, as specified above, were bolted to 136"x1.5"x1,5' Professional Solar Products (PSP) patented RoofTrace support rails using an assembly of 5/16" Stainless Steel (SS) bolts, SS lock washers and proprietary aluminum clamps and inserts. The RoofTrac9 support rail was attached to the PSP RoofTrace structural attachment device with a 3/8' SS nut and SS washer at six 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 48" on center. TEST PROCEDURE (as shown in attached drawing detail): The test set up was top loaded to 55 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 55 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: - n The maximum top load deflection was recorded at 0.469", with no permanent deformat �'i ; ; - , j u V � NTq The maximum uplift deflection was recorded at 0.313", with no permanent deformation. I HOLDING & SAFETY DEPT. This document certifies the Roofrrace mounting system used with modules, as specified above, with vac I #otic pressure load, equivalent to a wind speed of approximately 135 mph'*. The mounting system rrr d a t LJ Sincerely, James R. Vinci, S.E. FOR CONSTRUCTION DATE BY 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 I_ To assist the building inspector in verifying the authenticity of this proprietary mounting system, a permanent adhesion, silver reflective 'Roottracm" label, as shown to the right, is placed on at least one of the main support rails or permanently stamped with 'Professional Solar Prod. Pat #6,360,491' on the underside of rail. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. A 5/16" lag bolt requires a 3/16" pilot hole. 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 the roof structure may result In damage to equipment personal injury or property damage. 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 FastJack* , TileTracm, and Foamlackm) can be interchanged with this system. *Modules measuring 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 (135 mph for 5/12 roof pitch or less; 115 mph for greater than 5/12 roof pitch) and gust factor coefficient 'exposure C" as defined in the 2006(IBC) /2007(CBC) *** Module tested: 64.6" x 39.1' x 1.8' (shrp) ****Est snow load rating of 301b/ft2 based on 1.6 safety factor 31324 VIA COLINAS STH 101 " WESTLAKE VILLAGE, CA 91362 Page 1 of 3 PSP: RT Module Area = 18 ftp each Total module (45 lbs ea.) and rail (10 lbs ea.) weight: 155 lbs Number of attachments: 6 ea Weight / attachment point: 26 lbs Area: 54 ft2 Distributed weight: 2.9 Ib/ ft2 5/16" Stainless Steel Hex bolt 5/16" Stainless Steel Lock Washer 2,984 lbs / I 55 psf Top Load Deflection: 0.469" L'4lbs / psf C RE LLA T Aluminum ProSolar Inter -Module Clamp Ll Ll Aluminum ProSolar Channel Nut Up lift Deflection: 0.313" Aluminum ProSolar Roof Trac® Support Rail 3/8" Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented FastJack® Roof Attachment" 5/16" Stainless Steel Lag Bolt and Flat Washer 'Lab tested structural attachments manufactured by ProfessiAl Solar Products Roof 1 raco (including FasUack®, TIIeTrac®, and FoamJack®) can be interchanged with this system. Solar Modules Professional solar Products Roofrrac® Patent# 6,360,491 Static load test Photovoltaic mounting system Page 2 of 3 PSP: RT FastJack® 2X bracket only to be used between two rows of modules to maintain approx. 48"upper to lower RoofTrac@) support rail spacing FasLIack® 2X bracket Assembly side view Approx zu max overhang 5/16" Stainless Steel Hex bolt and slit lock washer Aluminum ProSolar Inter -Module Clamp Aluminum ProSolar I I Channel Nut cqrjj Aluminum ProSolar Roof Trac® Support Rail . I I 3/8" Stainless Steel Hex Bolts and Flat • �� Washers Aluminum ProSolar FastJack® 2X Bracket (only used between two rows of modules) Aluminum ProSolar Patented 2 pc FastJack® Roof Attachment 5/16" Stainless Steel Lag Bolt and Flat Washer 'Lab tested structural attachments manufactured by Professional Solar Products (including Fastlack®, TlleTracm, and FoamJackO) can be interchanged with this system. Professional Solar Products RoofTraco Patent# 6,360,491 Photovoltaic mounting system 48" -0 Module Area = 18 fe each Total module (45 Ib/ea.) and rail 00 Ib/ea.) weight: 310 lbs Number of attachments: 9 ea Weight / attachment point: 35 lbs Area: 108 ft Distributed weight: 2.9 Ib/ ft2 N0.4411 op 120" CITY 01" BUILDING & SAFETY DEPT. FOR CONSTRUCTION AnDfTrac® By ,jolar moaules Static load test Page 3 of 3 PSP: RT Bin # City of LQ Quinta Building 6T Safety Wslon P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: gGI O N , S� Owner's Name: M\ChCte1 A. P. Number: Address: -qcjci 3oHorSp,1�oe RpGiCj Legal Description: Contractor:SG �z SffZ�\(2 Address: -:;2,22a \G 6 City, ST, Zip: Lo `n Z 3 Telephone:) '( { Project Description: 1�S�c+l a on 1•t-a� City, ST, Zip: 'j-VajfA„Gt i� Telephone » :' ',r :•..^` X. State Lic. # : q �.a5 City Lic. #.- cArch., Arch.,Engr., Designer: Address: City., ST, Zip: Telephone: P ` `� ,`' { Construction Type: Occupancy: State Lic. #: f`�' '. ;� +`i r' '` Project type (circle one): New grn Alter Repair Demo Name of Contact Person: � Sq. Ft.: -2 #Stories: # Units: Telephone # of Contact Person: ) 1- =� 2--I- o Estimated Value of Project: 000 . APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrje@c@s Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Pians picked appy; Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2” Review, ready for correction ue Z' 11 Electrical Subcontactor List Called Contact Person 2 1 Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`" Review, ready for correctionshaue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees • tj