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10-0086 (SOL)4 P.O. BOX 1504 ^' VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 771-7153 BUILDING PERMIT Date: 2/11/10 Appljcation Number: 10`00.0.8.6-...1 Owner: Property Address: 53405 EISENHOWER DR SLATER NATHANIEL E APN: 774-085-021-9 -000000- 53405 EISENHOWER DRIVE Application description: SOLAR LA QUINTA, CA 92253 Property Zoning: COVE RESIDENTIAL Application valuation: 112000 a Contractor:Applicant: Architect or Engineer: SOLAR SERVICE CENFEg - 2010 ri 72227 ADELAIDTHOUSAND PALMS, C LA QUINTA (888) 760-7652 Lic. No.: 933775 NN ANC El 5PT ------------------------------------------------------------------------------------------------= LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: C10 License No.: 933775 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date: 211%40 Contractor: 1jnw,w, 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 OWNER -BUILDER DECLARATION I hereby I from the Contractor's State License Law for insurance carrier and policy number are: Carrier EXEMPT Policy EXEMPT affirm under penalty of perjury that am exempt the Number following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to -1-certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if 1 should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or - 3700 of the Labor Code, I shall forthwith comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 byy 4plicant: any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Date: 21)"Ii, �l.•� 1 _ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and V. the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 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: LQPERAIIT 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 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. 2 Date: I er� ! d8ignature (Applicant or Agent): Application Number . . . 10-00000086 Permit SOLAR PERMIT Additional desc . Permit Fee . . . . 25.50 Plan Check Fee 6.38 Issue Date . . . . Valuation 112000 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 11.2 KW (9.6 KW-AC)PHOTOVOLTAIC SYSTEM. 2-5200 WATT INVERTERS W/ 8 STRINGS OF 8 -17S -WATT MODULES. 2007 CODES 2008 ENERGY. -----------------------------------=----------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) ----------- 5.00 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 5.00 .00 .00 5.00 Grand Total 82:51 .00 .00 82.51 LQPERN9IT t Bin # City Of is Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # I^ Project Address: 5--, �5 \52nh f G\Yl Owner's Name: ����� S��(2- A. P. Number: Address: 5 4A Legal Description: City, ST, Zip: L (� 2253 Contractor:�c7�G }�L telephone: Address: X22-2? Fdk�-Akd Project Descr iption: 1r1 ` -Y� iJ \}titc. City, ST, Zip: 96i\ 5 (Pr gZ2�(o $ Telephone: � �tC� -COS .Z ,.,:•>:;.,;.;.;.»>:<•>,.;:.;:.;.::.;:.:;:.;:::»::>::>::»:>: 'c':'' State Lic. # : jags City Lic. #: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: ti�Oi:CJji :ii�:;CC:!;: 'ij;if!ji:Ci:4in�: v:':'.v'?':Y: ««:::;.:<:::,:;:s;:><> <.>:::>:<:.>:•>•»:.> ::: Construction Type: Occupancy: State Lic. #: :•i$•i: o:4ii\J: $:y{4':'+f. i?i:i�'$:4i:?:i t:f`:':viii:`iiii Project type (circle one): New �-t? Alter Repair Demo Name of Contact Person:� Sq.Ft.: b0 # Stoe # Units: Telephone # of Contact Person: (-: Estimated Value of Project: 112, 00C) APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'•d PERMIT FEES Plan Sets JL Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for c!' n Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked u Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2". Review, ready for correction sue II Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees T/!►� . TWO PVP5200 INVERTER (2EA.) TO BE FIELD LOCATED IN ACCORDANCE WITH OWNER PREFERENCE E10 ----"ILLIJ►ctu ULBRIS CONTAINER IS REQUIRED ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY. FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER DUMPED AT THE EXPENSE OF THE 0 CONTRACTOR." DESCRIPTION INITIAL RELEASE SOLAR SUBPANEL EXISTING 200 -AMP ELECTRICAL PANEL NEW UTILITY LOCKABLE AC DISCONNECT ADJACENT TO MAIN ELECTRICAL PANEL JB= JUNCTION BOX a/i�l2��a OF LA QUI NTA PROPERTY LINECITY F- — — — — — — — — — — — — -- ------ BUILDING & SAFETY DEPT. ccAPPROVED O DRIVEWAY FOR CONSTRU;;L L O w I zl I ---------I w DATE ti ?-0 BY o aaaoa000000 I w 6D_DPp al 000000aoaaaaaom000000 I FS83- ILOCATIONS ©� ®0 ®®®©©©� ;• . ©� ©� FOR SOLAR ELECTRIC ARRAY 64 GRAPE SOLAR 175-VATT SOLAR PANELS : ` I 00 ARE SHOWN, 11.2 KW -DC SYSTEM RATING ( 9.6 KW -AC) k. _ �_ _ _ _ _ _ _ _ PROPERTY LINE s ,- .' 1+. ^j ROOF IS A SINGLE STORY ROOF VITH A SLOPED COMPOSITION SHINGLE SURFACE ROOF MOUNTING RACKS FOR SOLAR MODULES ARE PROFESSIONAL E,C ONS TMON SOLAR PRODUCTS 'ROOF-TRAC' RACKS MOUNTED TR +• 1� ��,,JJ�11�� jv U�� HOUM A RE -INSPECTION FEE QE $30/,..,.Oetoberist-April 30 FLUSH WITH ROOF SEE ATTACHED SHEETS FOR MOUNTING RACK ENGINEERING DETAILS. WILL BE CHARGED IF THE APPR<y11Ep °nday I FrJ.iday: 7:00 a.m. to 5:30 p.m. PLANS AND 106 CARD ARE Ng -off, "-,A Saturday: `' ``� $:00. a.m. to 5:00 p.m. .,l- , Sunday, None THE SITE FOR A SCHEDULE ,',_ Government Code Holidays: None ''`v • • INSPECTION, / �� �. ! m4y,1M - Seg Nmber 30th NO EXCEPTIONS! SOLAR SOLAR INSTALLATION r� /� mondaV°- Friday: 6:00 a.M. to / :00 p,m. "'-8:00 SERVICE CENTER Saturday: a.m. to 5:00 p.m. APPROVALS DRAWN DATE (.MARTINEZ 01-15-10 PROPOSAL SITE PLAN Sunday: None SIGNATURE Government Code Holidays: None CHECKED L.FIGUEROA 0I -I5 -I0 MONICA SLATER RESIDENCE SIGNATURE 53405 EISENHOWER DRIVE REV. LA QUINTA, CA 92253 OWANG NO. O9—OOO . ., SCALE 1"=20- 1 ISNEEf 1 Of 1 a/i�l2��a 11,200 WATT DC (9,609 WATT AC) SOLAR ELECTRIC ARRAY 64 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 Voc-W3.6 VDC PER STRING UTILITY BIDIRECTION METER 2 INVERTERS WITH 4 NPBox 1 STRINGS OF 8 ICTION BOX 2 A L— — —1-j ROD GROU I 200A MAIN I 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 NO. 10 1 THWN 3/4 SUBPANEL TO AC DISCONNECT 125 11.25 131.25 NO. 10 THWN 374 AC DISCONNECT TO MAIN PANVI I -2c; 11 9-9; 1 -il 9r 3 4 CONTINUOUS GROUND FROM MODULES THROUGH INVERTERS TO SUBPANEL N0. 8 BARE AT MODULES N0. 8 STRANDED FROM J8 TO INVERTERS p�ON oN NIP FSR G 1 ( BREAKER 1 60 AMP, 250 VAC I © I UTILITY LOCKABLE I I FUSED DISCONNECT (1 EA) PV M j 60A 1 tm/za I I ML 1 1 60A 1 L -------- 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, CMC, CPC, AND 2008 CEC. NEW SOLAR SUBPANEL 100 A _240/140 VAC 30+ �PaIF I 1 TWO PV POWERED 5200 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 SEPARATE DC GROUNDING ROD ELECTRODE I E705fING INN LOAD UTILITY GRID I L----_ 120/240 INPUT ML 1 1 60A 1 L -------- 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, CMC, CPC, AND 2008 CEC. NEW SOLAR SUBPANEL 100 A _240/140 VAC 30+ �PaIF I 1 TWO PV POWERED 5200 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 SEPARATE DC GROUNDING ROD ELECTRODE n 11.75 4 8..0 0 TAPERED TJI PLYWOOD TRUSSES @ 24" O.C. 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I �i i Y COY= LA C����TA BUILDING & SAFETY DEPT. ®VE® ��P� SOLAR FOR TE CONSTRUCTION APPROVALS DRAWN L.FIGUEROA 1 S By !_� CHECKED &WILLIAMS GATE _--- T S REV. PROFESSIONAL SOLAR PRODUCTS ALUMINUM SUPPORT RAILS, ATTACHED TO FASTJACK STANCHION PROFESSIONAL FASTJACK STANCHI❑N, ATTACHED TO TRUSSES USING 9(6" X 3-- LAG "LAG SCREW ROOF IS SINGLE STORY WITH A C❑MP❑SITI❑N SHINGLE 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 DESCRIPTION INITIAL RELEASE ROOF DRAINAGE SHALL NOT BE OBSTRUCTED BY PANELS/SUPPORTS. A MINIMUM OF 4 INCH CLEARANCE BETWEEN ROOF AND PANELS. SEE DRAWING 005 FOR ENLARGED DETAIL p OF LA Q U I iN TA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION 15• i DACE BY SOLAR SOLAR INSTALLATION SERVICE CENTER APPROVALS DATE DRAWN L.FIGUEROA 01-15-10 CONNECTION DETAIL SIGNATURE MONICA SLATER CHECKED B.WILLIAMS 01-15-10 SIGNATURE 53405 EISENHOWER DRIVE REV. LA QUINTA, CA 92253 DRAWING NO. 004 O4 SCALE N/A SHEET 1 01 PANEL CLIP CHANNEL NUT 'FASTJACK' STANCHION W/FLASHING POLY -URETHANE ROOFING SEALANT AT HOLE IN TILE 5/16' SS BOLT �- EXTRUDED ALUMINUM SUPPORT RAIL COMPOSITON SHINGLE --_ /- 3/8' SS ALL -THREAD 5/16' X 3' S SCREW MASTIC R FING SEA T UNDER ICKMOUNT' STANCHI13 F �) jam% CITY Ur L_t'A TA BUILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION DATE BY ROOF DRAINAGE SHALL NOT BE BY PANELS/SUPPORTS, got- N" ANOBSTRUCTED v A MINIMUM OF 4 BETWEEN ROOF INCH CLEARANCE AND PANELS, �- EXTRUDED ALUMINUM SUPPORT RAIL COMPOSITON SHINGLE --_ /- 3/8' SS ALL -THREAD 5/16' X 3' S SCREW MASTIC R FING SEA T UNDER ICKMOUNT' STANCHI13 F �) jam% CITY Ur L_t'A TA BUILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION DATE BY 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 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 Grape Solar 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 CIiY Os^LA UiNTA BUILDING & SAFETY DEPT APPROVE® FOR CONSTRUCTION DATE BY Note: total watts -AC of system cannot.exceed the total nameplate watt rating of the inverters TOTAL DC WATTS 11,200 watts -DC TOTAL AC WATTS 9,609 watts -AC 2/5/2010 SYSTEM WATT RATINGS SLATER.As 11.2 kW -DC 9.6 kW -AC WEIGHT LOADING ANALYSIS Solar Electric Installation For Monica Slater, 53405 Eisenhower Drive, La Quinta, CA 92253 Contractor: Solar Service Center January 15, 2010 Roof Information Roof is a single story roof with a sloped composition shingle surface and standard wood framing Wood trusses twenty four inches on center Solar panel stanchions are spaced 4' on center for flat roof area. Anal SIS OT aeaa loaa Wel nt aaaea t0 root DV Installation OT Solar arra 34.17 pounds / I Crape Solar 175 - solar module weight No. of solar modules 64 T. Total weight of modules 2,187 pounds Weight of each Professional Solar Products "Roof Trac" 18 pounds No. of rack sets 16.0 . O ~ Total weight of rack sets 288 pounds �v U Total g3co �® J IDOdO weight of solar array 2,475 pounds k -.:m Z Height of each module Width of each module 5.2 feet 2.7 feet O Area U m of one module 13.8 square feet Area of entire solar array 883.3 square feet >w , aQ Weight of solar array per unit area of roof I 2.8 pounds/square foot No. of stanchions connected to rafters with lag screws 1 74 Weight loading per stanchion i 33.7 pounds/connection See attached sheets for engineering information on the Professioal Solar Products "Roof -Trac" racks. 2/5/2010 WEIGHT LOAD SLATER.xIs V 0 N C 0 & A S S O C I A T E S Structural Engineers CLIENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 8054864700 Subject: Static load test results for the following: Mounting System Maximum Frame Maximum Frame Load Equivalent Wind Speed Length* On.) Width (In.) (lbs/ft) (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 RoofTracs support rail was attached to the PSP RoofTrac® 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 The maximum uplift deflection was recorded at 0.313", with no permanent de - This document certifies the RoofTrac® mounting system used with modules, as pressure load, equivalent to a wind speed of approximately 135 mph'*. The m Sincerely, James R. Vinci, S.E. ANG & 0 r X64 ® tic sterg� aS�,�(pl e OR CONS t �" This engineering report verifies that Vinci & Associates has provided independent observation for load testingtasl cribed 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 'Profesalonal 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 Fasuack3 , TileTracO, and FoamJackm) 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 the2006(IBC)/2007(CBC) *** Module tested: 64.6' x 39.1' x 1.8" (shrp) ****Est. snow load rating of 30 lb/ft2 based on 1.6 safety factor RoofTo& 31324 VIA COLINAS STE 101 • WESTLAKE VILLAGE, CA 91362 ' l* Page 1 of 3 PSP: RT 48" Module Area = 18 ftp each —�� XO -ft. I— 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 r I In: 5/16" Stainless Steel Hex bolt 5/16" Stainless Steel Lock Washer Aluminum ProSolar Inter -Module Clamp Aluminum ProSolar r"� .Channel Nut i Aluminum ProSolar Roof Trac® Support Rail I 3/8" Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented FastJack® Roof Attachment* 5/16" Stainless Steel Lag Bolt and Flat Washer 2,984 lbs / 55 psf 1- R E LLA 1 Top Load Deflection: 0.469" 2ttl Up lift Deflection: 0.313" 'Lab tested structural attachments manufactured by Professional Solar Products RoofTraco (including FasUackv, , TileTrac®, and FoamJack®) can be interchanged with this system. Solar Modules Professional solar ProductsRoofrrac® Patent#6,360,491 Static load test Photovoltaic mounting system Page 2 of 3 PSP: RT FastJacko 2X bracket, only to be used between two rows of modules to maintain approx. 48"upper to lower RoofTrac® support rail spacing FastJack® 2X bracket I Assembly side view I Approx 20" max �) overhang 5/16" Stainless Steel Hex bolt and slit lock washer Aluminum ProSolar Inter -Module Clamp Aluminum ProSolar I I Channel Nut r t Aluminum ProSolar I I Roof Trac® Support Rail 48" 0 Module Area = 18 fe each Total module (45 lb/ea.) and rail 00 Ib/ea.) weight: 310 lbs Number of attachment : 9 ea Weight / attachrXi�r*' of t: Area: 35 lbs \)N �QI I. Distributed wot4Q 108 2.9 ft' Ib/ fe '\T� o�'° 3/8" Stainless Steel�� '(� Hex Bolts and Flat \ Q 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 FastJackv , TileTracID, and FoamJack®) can be interchanged with this system. Professional Solar Products RoofTrac® Patent# 6,360,491 Photovoltaic mounting system � GoNs RoofTrae Solar Modules Static load test I No. 4411 p( .12191111 Page 3 of 3 PSP: RT MODEL: CS -S -175 -DJ (CEC Listing: Chanqzhou Nesl Solartech Co.LTD DJ -175D' High Efficiency Monocrystalline Photovoltaic Module Gra Pe Solar TM u C ®� us 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 system . -Other industrial and commercial applications." Warranty •10 year limited product warrant du'm%Ys rjnrorkman •25 years limited power w rr yy er o �J •>_90% power out�t�ass A n ' g la n power -Refer to warranty ce'r4fiigW6 iwar conditions. Certifications •UL1703 ISO 9000:20 0 V -CE TUV IEC61215 IE 61730 Mechanical Specifica 'o ristic 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 >ut assurance for 25 years. 125mm x 125mm (4.93" x 4.93") C E 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 IP65 4 draining holes, 4 installation holes, 2 ground line holes,16 air outlet holes Rev.02-1 • 1009 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.) Other Performance Data Irl I Operating Temperature 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 Voo 44.2 V Short Circuit Current 15c 5.25 A Temperature Coefficient of Voc -0.150 V / °C -0.34% /°C Tem erature Coefficient of 150 4.72x10-3 A/ °C 0.09% / °C Temperature Coefficient of Pmax -0.647 W / °C (-0.37% PC) 'Standard Test Conditions Physical Specifications mm (in.) Other Performance Data Irl I Power Tolerance Operating Temperature Max Series Fuse Rating NOCT* 0%/+3% �o 10A 480C+/ -20C .o g .5 38 s53 Power Tolerance Operating Temperature Max Series Fuse Rating NOCT* 0%/+3% -40°C to+85°C 10A 480C+/ -20C "Normal Operating Cell Temperature TM www.GrapeSolar.com G ra Pe Sol'cr For 24/7 service or support call Clean Power. Today. 1-877-264-1014 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 PUPOWeredIrM 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 -s' unting, eliminating the need for extra equipment and resulting in a cleaner, less ex mIlatio insn. 0. PV Powered's string inverters are backed bythe ldKr\j�'s e nation wide ten year warranty Y ' and equipment replacement program. Opti ar monitori is available which includes low cost, secure web based ac esslnve�t�c 3taVnd perfor ance history. �� o� K - FEATURES 16.00 Industry -Leading Reliability mer • Endurance tested to 20 year, perai(�I' :r 0 0 • Lowest part counts and fewest 'n onnects 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 i • 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 Example of Side-by-side Flush • Factory integrated inverter and PV System Disconnect eliminates the need for extra equipment Mounting on 16' Intervals • Interconnections reduced from 12 to 4 points, saving installation time and material costs • Field -configurable inverter grounding schema with simple jumper selection Him 20720 Brinson Boulevard • Optimally placed knockouts for a variety of conduit routing options NI rWend products PO Box 7348 are designed and Bend, OR 97708 are Support manufactured in the U.S., • No special purchase requirements to get the best technical support in the industry are fully compliant with tho-BuyAmedcan Act, and 1-541-312-3832 • Live technical phone support qualify for projects funded WWW.PVPOWERED.COM by the federal stimulus • Optional performance monitoring available package. 02009 PV Powered - l A AYACK6.A ri10 D I M E N S 1 0 N S PVP1100 to PVP3500 BOTTOM VIEW PVP4600, PVP4800, PVP5200 O. PORI 1R'K.O. 1/7.3/4' K.O. DRAINAGE PORT I' 3• 3/4 41/7 �L BOTTOM VIEW E L E C T R I C A L S P E C I F I C AT 1 0 N S Continudus.Output Power (watts) Weighted CEC Efficiency (%) Maximum DC Input Voltage (VOC) DC Voltage Operating Range (V) DC Minimum Start Voltage DC Isc Maximum Current (A) DC Imp Nominal Current (A) °AC Maximum Continuous Current (Amps) AC Nominal Voltage (V) 'AC Output Voltage Range (V) AC Frequency Range (Hz) 1100 2000 2500 2800 3000 3500 4600 4800 5200 90.5 92 94.5 92 93.5 95.5 95.5 96 96 500 500 500 500 500 500 500 500 500 115-450 115-450 ? 140-450 180-450 170-450 200-450 205-450 200-450 240-450 130 `•. 130. 155 195 185 215 220 215 255 26 26. ` ,. ,' 26 26 26 26 48 48 48 10 18 20 18 18 18 25 26 25 10 9 11 13 13 15 23 21 23 120 240 240 208 240 240 208 240 240 105.6-132.5 211-264 211-264 183-229 211-264 211-264 183-229 211-264 211-264 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 A T 1 0 N S 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 3R Steel Enclosure, Wall Mount Bracket Included Temperature -25°C to 40°C Weight (lbs) 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 15 518" 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 x 8 114" 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