Loading...
10-0106 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 10-00000106 Property Address: 78215 CLOUD VIEW WY APN: 770-032-014-53 -28019 Application description: SOLAR Property Zoning: MEDIUM DENSITY RES Application valuation: 73000 Applicant: Tityl 4 4 Q" Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- 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. License Class: C10 License No.: 933775 Date: ',Zk!JJV0 Contractor: 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 ISec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ I 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: LQPERA11T VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/18/10 Owner: VELASQUEZ JAMIE 78215 CLOUD VIEW WA LA QUINTA, CA 92253 FEB `u f0� Contractor: SOLAR SERVICE CEN R fi? 72227 ADELAID F?:;';;,,;..� 'filNTA THOUSAND PALMS, CA 92276 (888)760-7652 Lic. No.: 933775 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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 the Labor Code, I shall (forthwith comply with those provisions. 1 Date: 2,1' to Applicant: /,^—_= Utnca I Jill y"'C Ve�G��`rif� 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 s6t forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. p Date: 21� 10 Signature (Applicant or Agent): /�� Y__ l.1`!�1c1G C't A tr'^L Application Number . . . . . 10-00000106 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee . . . . 26.00 Plan Check Fee 6.50 Issue Date Valuation . . . . 0 Expiration Date 8/17/10 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 ---------------------------------------------------------------------------- EA ELEC MISC 11.00 Permit . . . SOLAR PERMIT Additional desc . Permit Fee . . . . 19.50 Plan Check Fee 4.88 Issue Date . . . . Valuation . . . . 73000 Expiration Date 8/17/10 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA SOLAR COLLECTOR < 1000 4.50 ----------------------- ---------------------------------------------------- Special Notes and Comments 7.3kW SOLAR ARRAY - (42) 175 WATT PANELS W/ (2) 3500W INVERTER (580SF] 2007 CALIFORNIA ELECTRICAL CODE. ------------------------------------------7--------------------------------- Other Fees . . . . . . . . BLDG STDS ADMIN (SB1473) 6.00 Fee summary Charged Paid Credited Due --------------------------- Permit Fee Total -------------------- 45.50 .00 ---------- .00 45.50 Plan Check Total 11.38 .00 .00 11.38 Other Fee Total 6.00 .00 .00 Grand Total 62.88 .00 .00 62.88 LQPERAI IT / � O RDA TWO PVP 3500 INVERTER (1 EA.) TO \ BE FIELD LOCATED IN ACCORDANCE WITH OWNER PREFERENCE SOLAR SUBPANEL EXSISTING 200 -AMP ELECTRICAL PANEL NEW UTILITY LOCKABLE AC DISCONNECT ADJACENT TO MAIN ELECTRICAL PANEL INITIAL 1 �D0000 \ 0002 00 \ DDO , O i i i \ SOLAR DESCRIPTION LOCATIONS FOR SOLAR ELECTRIC ARRAY 42 GRAPE SOLAR 175-VATT SOLAR PANELS ARE SHOWN. 7.3 KW -DC SYSTEM RATING (6.3 KW -AC) ROOF IS A SINGLE STORY ROOF WITH A SLOPED CONCRETE TILE SURFACE ROOF MOUNTING RACKS FOR SOLAR MODULES ARE PROFESSIONAL SOLAR PRODUCTS 'ROOF-TRAC' RACKS MOUNTED FLUSH WITH ROOF SEE ATTACHED SHEETS FOR MOUNTING CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY_____,_.,_ SERVICE CENTER APPROVALS DATE DRAWN L.FIGUEROA 02-03-10 SIGNATURE CHECKED SMILLIAMS 02-03-10 SIGNATURE REV. DRAWING NO. n n n n n SOLAR INSTALLATION PROPOSAL SITE PLAN JAIME VELASQUEZ RESIDENCE 78215 CLOUD VIEW WAY LA QUINTA, CA 92253 SGAIE 1'=20' SHED 1 / \ p � O RDA TWO PVP 3500 INVERTER (1 EA.) TO \ BE FIELD LOCATED IN ACCORDANCE WITH OWNER PREFERENCE SOLAR SUBPANEL EXSISTING 200 -AMP ELECTRICAL PANEL NEW UTILITY LOCKABLE AC DISCONNECT ADJACENT TO MAIN ELECTRICAL PANEL INITIAL 1 �D0000 \ 0002 00 \ DDO , O i i i \ SOLAR DESCRIPTION LOCATIONS FOR SOLAR ELECTRIC ARRAY 42 GRAPE SOLAR 175-VATT SOLAR PANELS ARE SHOWN. 7.3 KW -DC SYSTEM RATING (6.3 KW -AC) ROOF IS A SINGLE STORY ROOF WITH A SLOPED CONCRETE TILE SURFACE ROOF MOUNTING RACKS FOR SOLAR MODULES ARE PROFESSIONAL SOLAR PRODUCTS 'ROOF-TRAC' RACKS MOUNTED FLUSH WITH ROOF SEE ATTACHED SHEETS FOR MOUNTING CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY_____,_.,_ SERVICE CENTER APPROVALS DATE DRAWN L.FIGUEROA 02-03-10 SIGNATURE CHECKED SMILLIAMS 02-03-10 SIGNATURE REV. DRAWING NO. n n n n n SOLAR INSTALLATION PROPOSAL SITE PLAN JAIME VELASQUEZ RESIDENCE 78215 CLOUD VIEW WAY LA QUINTA, CA 92253 SGAIE 1'=20' SHED 1 FastJacke 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 IAssembly side view I Approx 20" max 1---1overhang 5/16" Stainless Steel Hex bolt and slit lock washer Aluminum ProSolar Inter -Module Clamp Aluminum ProSolar I I Channel Nut t t Aluminum ProSolar I I Roof Trac® Support Rail I I 3/8" Stainless Steel Hex Bolts and Flat Washers I I Aluminum ProSolar FastJack® 2X Bracket I (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 FastJack® , TIIeTrac®, and FoamJack®) can be Interchanged with this system. Professional Solar Products RoofTrac® Patently 6,360,491 Photovoltaic mounting system 48" —1 Module Area = 18 ftz each Total module (45 lb/ea.) and rail (10 Ib/ea.) weight: 310 lbs Number of attachments: 9 ea Weight / attachment point: 35 lbs Area: 108 ftz Distributed weight: 2.9 Ib/ ft2 RoofTrac® Solar Modules Static load test Page 3 of 3 PSP: RT Module Area = 18 fl? each Total module (45 lbs ea.) ApFEt38Ip 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 1 ���cK-z:-ff-Tarzy'-1"-T:-.A= � Top Load Deflection: 0.469" 2,984 lbs / 55 psf C RE LLA T Aluminum ProSolar Inter -Module Clamp Li Ll Aluminum ProSolar Up lift Deflection: 0.313" Channel Nut Aluminum ProSolar ApFEt38Ip Roof Trac® Support Rail ? P�CHAgO 3/8" Stainless Steel Hexv,� Bolt and Flat Washer vi°' _0 NO. 4411 Aluminum ProSolar patented p(p 12131/11 FastJack® Roof Attachment' 5/16" Stainless Steel Lag Bolt and Flat Washer `Lab tested structural attachments manufactured by Professional Solar Products RoofTraco (including Fast)ack®, TileTrac®, and FoamJackO) can be interchanged with this system. Solar Modules Professional solar Products RoofrracO Patent# 6,360,491 Static load test Photovoltaic mounting system Page 2 of 3 PSP: RT i/UNC 0 & ASSOCIATES Structural Engineers CLIENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805-486h700 Subject: Static load test results for the following: Mountin S tem g Maximum Frame Maximum Frame load Equivalent Wind Speed Length* On.) Width' On.) (lbs/ft2) (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 RoofTrac® support rails using an assembly of 5/16" Stainless Steel (SS) bolts, SS lock washers and proprietary aluminum clamps and inserts. The RoofTrac® 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: The maximum top load deflection was recorded at 0.469", with no permanent deformation. The maximum uplift deflection was recorded at 0.313", with no permanent deformation. This document certifies the RoofTrac® mounting system used with modules, as specified above, withstands a 55 Ib/ft2 static pressure load, equivalent to a wind speed of approximately 135 mph'*. The mounting system performed as expected. Sincerely, James R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided Independent observation for load testing as described in this report The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described in this engineering report To assist the building inspector in verifying the authenticity of this proprietary mounting system, a permanent adhesion, silver reflective 'RoofTracm' label, as shown to the right, is placed on at least one of the main support rails or permanently stamped with 'Professional Soler 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 Fast)ack* , TileTraO, and FoamJacks) can be interchanged with this system. *Modules measuring within stated specifications and tested to 1.11.1703, 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 30 Ib/ft2 based on 1.6 safety factor 31324 VIA COLINAS STE 101 WESTLAKE VILLAGE, CA 91362 Page 1 of 3 PSP: RT D I M E N S 1 0 N S PVP 1100 to PVP3500 8or10-v1Ew PVP4600, PVP4800, PVP5200 1 ® Continuous Output Power (watts) 1100 2000 2500 2800 3000 3500 4600 4800 \ Weighted CEC Efficiency (%) 90.5 92 94.5 92 93.5 95.5 112 K.O. 96 96 Maximum DC Input Voltage (VOC) 500 500 500 500 500 500 500 500 500 DC Voltage Operating Range(V) 115-450 1/2.3/1" K.O. 140-450 180-450 170-450 200-450 205-450 200-450 U DC Minimum Start Voltage 130 130 155 195 185 215 ORAWAGE PORT 215 255 DC Isc Maximum Current (A) 26 26 26 f 26 26 7/8- 48 , DC Imp Nominal Current (A) 10 18 20 18 18 18 25 26 25 3' 10 9 11 13 13 15 23 21 23 AC Nominal Voltage (V) 4318" 31/8" 240 240 ® 240 240 i 4„iwr4 240 7314'— 41/7 105.6-132.5 211-264 211-264 183-229 211-264 211-264 ��o gp]fOM VIEW n v..r.a 'pmt r Tf us lore AC Frequency Range (Hz) 59.3-60.5 ELECTRI CAL SPECI FICATIO N S 59.3-60.5 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 M 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 EC HAN ICAL SPECI FICATIONS ■ T]41 DL PTP 1100 PTP2000 P • : � � ,�/3.�I�I�>• Inverter with Factory -Integrated AC and DC PV System Disconnect NEMA 3R Steel Enclosure Wall Mounted with Bracket Included Weight (lbs) Inverter with Disconnect Dimensions 55 65 70 30 3/8" H 30 3/8" H 30 3/8" H x 15 5/8" W x 15 5/8" W x 15 5/8" W x 8 1/4" D x 8 1/4" D x 8 1/4" D 80 30 3/8" H x 15 5/8" W x 81 /4" D 80 85 135 135 135 30 3/8" H 30 3/8" H 35" H 35" H 35" H x155/8"W x155/8"W x181/8"W x181/8"W X181/8"W x 8 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, IEEE 1547 Compliant, FCC Class A & B 02009 PV Powered ff�PoWeredTM Example of Side-by-side Flush Mounting on 16" Intervals PO Box 7348 Bend OR 97708 1-541-312-3832 WWW.PVPOWERED.COM ©2009 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. FEATURES Industry -Leading Reliability • Endurance tested to 20 year operating life • Lowest part counts and fewest interconnects eliminate common failure points • 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 • RMA program includes $400 purchase credit or $150 service reimbursement • Optional performance monitoring available MODEL: CS -S -175 -DJ CEC Listing: Chan zhou Nesl Solartech Co.LTD DJ -175D Electrical Specifications (STC* = 25 °C, 1000W/m2 irradiance and AM=1.5) 'Standard Test Conditions Physical Specifications mm (in.) C0 Other Performance Data .9 CS -R-1 Mai Max System Voltage 600 V Max Peak Power Pmax 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 Voc 44.2 V Short Circuit Current Ise 5.25 A Temperature Coefficient of Von -0.150 V / °C -0.34% /°C Temperature Coefficient of Isc 4.72x10-3 A / °C (0.09%/'C Temperature Coefficient of Pmax -0.647 W / °C (-0.37% /°C 'Standard Test Conditions Physical Specifications mm (in.) C0 Other Performance Data .9 Power Tolerance Operating Temperature Max Series Fuse Rating NOCT 0%/+3% -40°C to+85°C 10A 480C+/ -20C 90'J .o :a �a 7 9 9a5 9 M1 Power Tolerance Operating Temperature Max Series Fuse Rating NOCT 0%/+3% -40°C to+85°C 10A 480C+/ -20C 'Normal Operating Cell Temperature www.GrapeSolar.com For 24/7 service or support call 1-877-264-1014 rape So arTm Clean Power. Today. 4723 Pacific Ave. Eugene, Oregon 97402 USA Tel: 541.349.9000 Fax: 541.343.9000 Grape Solar reserves the rights to modify these specifications without notice. Rev.02-1 • 1009 rape So (aPTM 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 MODEL: CS -S -175 -DJ High Efficiency Monocrystalline Photovoltaic Module •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. Certifications •UL1703 ISO 9000:2000 TV V CE -CE TUV IEC61215 IEC61730 Mechanical Specifications Cell Size Module Dimension (L x W x T) No. of Cells Weight Cable Length Type of Connector Junction Box No. of Holes in Frame 125mm x 125mm (4.93" x 4.93") 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 (+) and negative (-) MC IV I P65 4 draining holes, 4 installation holes, 2 ground line holes, 16 air outlet holes Rev.02-1 • 1009 WEIGHT LOADING ANALYSIS Solar Electric Installation For Velasquez residence, 78215 Cloud View Way, La Quinta, CA 92253 Contractor: Solar Service Center January 8, 2010 Roof Information Roof is sloped concrete tile with standard wood framing Wood trusses twenty four inches on center Solar panel stanchions are spaced 4' on center for sloped roof area. Grape Solar 175 - solar module weight No. of solar modules Total weight of modules Weight of each Professional Solar Products "Roof Trac" No. of rack sets Total weight of rack sets Total weight of solar array Height of each module Width of each module Area of one module Area of entire solar array Weight of solar array per unit area of roof No. of stanchions connected to rafters with lag screws Weight loading per stanchion pounds pounds pounds pounds pounds feet feet square feet square feet pounds/square foot pounds/connection Q CL Z Zwn®O fit}- LIJ U Ow>� m J U) ® N LL cZSMMZ OZCLU %;kOw U m L` Q 0 See attached sheets for engineering information on the Professioal Solar Products "Roof -Trac" racks. 2/15/2010 cloud view- weight load 06 No. of DC and AC modules, DC and AC rating Inverter watts of inverters of module efficiency system DC and AC kW of system Grape solar 175 21 175 3,675 watts -DC 3.7 kW -DC 156.4 95.5% 3,137 watts -AC 3.1 kW -AC Inverter nameplate Inverter efficiency PVP 3500 1 3500 95.5% 240vac PVP 3500 0 3500 95.5% 208vac Grape solar 175 21 175 3,675 watts -DC 3.7 kW -DC 156.4 95.5% 3,137 watts -AC 3.1 kW -AC Inverter nameplate Inverter efficiency, PVP 3500 1 3500 95.5% 240vac PVP 3500 0 3500 95.5% ' 208vac Note: total watts -AC of system cannot exceed the total nameplate watt rating of the inverters TOTAL DC WATTS 7,350 watts -DC TOTAL AC WATTS 6,273 watts -AC 2/15/2010 cloud view- System watt ratings CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPPO'VED FOR CONSTRUCTION DATE BY 7.4 kW -DC 6.3 kW -AC 5/16' SS BOLT CHANNEL NUT POLY -URETHANE ROOFING SEALANT AT HOLE IN TILE 'TILE-TRAC' STANCHI❑N PLYWOOD R❑❑FING PAPER 5/16' X 3' SS LAG SCREW SOLAR PANEL EXTRUDED ALUMINUM SUPP❑RT RAIL 3/8' SS ALL -THREAD CONCRETE TILE TOP CHORD OF WOOD ROOF TRUSS R❑❑F DRAINAGE SHALL N❑T BE OBSTRUCTED BY PANELS/SUPPORTS. A MINIMUM ❑F 4 INCH CLEARANCE BETWEEN ROOF AND PANELS. 4" MASTIC R❑❑FING SEALANT UNDER TILE-TRAC CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY 7,350 WATT DC (6,273 WATT AC) SOLAR ELECTRIC ARRAY 42 GRAPE SOLAR 175 -WATT MODULES MODEL NO. CS -S -175 -DJ INDIVIDUAL MODULE RATING: PTC =156.4 WATTS Voc=44.2 VDC Isc=5.25 AMPS INVERTER WITH 3 JUNCTION BOX 1 Voc=309.4 VDCSTRINGS PER STRING INVERTER WITH 3 Voc=309.4 VDC rT iTil—i1STRINGS OF 7 PER STRING r— ---I I 200A MAIN I I ( BREAKER I UTILITY i 0 METER I I I r I L 40A I I I I Damm I I Law f CENTER UTILITY GRID L_______�� 120/240 INPUT = 2 JJROD GROUND 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 lj8 1.25 22.5 N0. 10 THWN 3 4 SUBPANEL TO AC DISCONNECT IAC 18 1. 5 2.5 N0. 10 1 THWN 3/4 DISCONNECT TO AIN PANFL 118 11.25 122.5 1 NO, 10 1 THWN 1 .3/4 CONTINUOUS GROUND FROM MODULES THROUGH INVERTERS TO SUBPANEL NO. 8 BARE AT MODULES NO. 8 STRANDED FROM JB TO INVERTERS CITY O LA QUINTA SAFETY DEPT. APROVED FOR O STRUCTION DC AC AC L _ I L _ NEW SOLAR SUBPANEL 60 AMP, 250 VAC 100 A UTILITY LOCKABLE 240/140 VAC FUSED DISCONNECT (1 EA) I ® I PV METER I I I 2a r El I I I M :OLE I I I I 1- 40A L—_—_—J NOTES: EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. 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, CEC, CMC, CPC, AND 2008 CEC. PV POWERED 3500 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 OC/AC DISCONNECTS SEPARATE DC GROUNDING ROD ELECTRODE 0 4 [- -4 7 TAPERED TJI PLYWOOD TRUSSES @ 24" ❑.C� CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION -____- BY PR❑FESSI❑NAL SOLAR• PRODUCTS ALUMINUM SUPPORT RAILS, ATTACHED TO TILE TRACK STANCHIOS PROFESSIONAL TILE TRACK SOLAR STANCHIOS, ATTACHED TO TRUSSES USING 9(6" X 3" LAG SCREW Bin # City ofla Quinta Building 8T Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: C3 21S C �CtJa wci Owner's Name: l A. P. Number: Address: a 21 S CIq)Gk vl �J v Legal Description: City, ST, Zip: (_G S c p, 012Z]3 Contractor: SO a( vl -ttr Telephone: Address: A&,,d S -i Project Description: ` k City, ST, Zip: T -, Telephone: ) `1C-0 _ =K,o2 State Lic. # : City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: �G Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 2:�)p Estimated Value of Project: a 000 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING---- PERMIT FEES Plan Sets Plan Check submitted /iiia Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up I S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees -1,W014la • pow To I&"