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10-0163 (SOL)T4ht 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) 777-7153 BUILDING PERMIT Date: 4/28/10 Application Number: /10-00000163 Owner: Property Address: 57840 BLACK DIAMOND FRANCO DEANNE APN:. 762-370-025- - - 57840 BLACK DIAMOND Application description: SOLAR LA QUINTA, CA 92253- Property 2253Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 100800 PR q!� : . --- - - - — - - - -- - - - - - -Contractor: f 2 9 2010 Applicant: Architect or Engineer: SOLAR SERVICE CENTER 72227 ADELAID CITY OF LA QUINTA THOUSAND PALMS, CA 9 FIM` , E ��¢� (888)760-7652 (,01ZA�C(Z Lic- No.: 933775 -------------------------------------------------- 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 XDate: 4412Ab 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 (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 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.). (_ 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: LQPERMIT ----------------------------------------------- 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. 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, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I lshall forthwith comply with those provisions. xpate: Z -I Io Applicant: - v u 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 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. Ate: -1 1CAZ ty I0 Signature (Applicant or Agent): (� i� Application Number . . . . 10-00000163 Permit . . . SOLAR PERMIT_ Additional desc . Permit Fee . . . . 25.50 Plan Check Fee 6:38 Issue Date _ . . . Valuation . . . . 100800 Expiration Date 10/25/10 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 . . . . 26.00 Plan Check Fee 6.50 - Issue Date . . . . Valuation . . . . 0 Expiration Date 10/25/10 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 EA ELEC MISC '11.00 --------------------------------------------------------------------. Special Notes and Comments 9.3kW SOLAR ARRAY - (62) 175 WATT PANELS W/ (2) 5200W INVERTER [853SF] 2007 CALIFORNIA ELECTRICAL CODE. April 28, 2010 3:12:35 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . BLDG STDS ADMIN (SB1473)- 5.00 Fee summary Charged Paid Credited Due - - -- - --- ---------- ---------- Permit Fee Total 51.50 .00' .00 51.50 Plan Check Total 12.88 .00 .00 12.88 - Other Fee Total 5.00 .00 .00 5.00 Grand Total 69.38 .00 :00 69.38 LQPERAIIT March 2, 2010 Deanne Franco 57-840 Black Diamond La Quinta, CA 92253 Re: Architectural Application Approval Dear Ms Franco: On March 1,'2010 the Architectural Committee reviewed your plans for the installation of solar panels on your roof. I am pleased to inform you that your request was approved with the following conditions: o Receipt of the Adjacent Neighbor Form Enclosed is Exhibit C — the Compliance Review Request form. Please complete that form after the work is completed and return it by mail or fax to the address below so the completed project can be inspected and your deposit returned to you. If you have any questions, please contact Joe Gibbs, Operations Manager at 760-776-5100 Ext. 345. Sincerely, For the Architectural Committee P.GA WEST Fairways Association JerAMcDonald, PCAM cc: Lot File Architectural Committee Liliana Figueroa, Solar Service Center solarservicecenter.com Post Office Box 1690 - La Quinta, California 92247 - Phone (760) 776-5100 - Fax (760) 776-5111 T4t!t 4.fw4" P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT RESIDENTIAL PLAN CHECK CORRECTION LIST (SOLAR) DATE: MARCH 12, 2010 STATUS: FIRST REVIEW PLAN CHECKED BY: AJ ORTEG TELEPHONE NUMBER: (760) 777-7018 (760) 777-7012 FAX (760) 777-7011 ADDRESS: 57-840 BLACK DIAMOND DESCRIPTION: PV SOLAR SYSTEM APPLICANT: SOLAR SERVICE CENTER PLAN CHECK #: 10-0163 This submittal has been checked for compliance with the 2007 California Building, Electrical, Mechanical, and Plumbing Codes, 2008 California Energy Code, and the City of La Quinta Municipal Code. APPLICANT: BUILDING DEPARTMENT STAFF: The following items are being returned to you for DO NOT accept any resubmittal unless ALL of the correction: - following items are included: 1- NON-STRUCT. (REDLINED) PLAN ,j- NON-STRUCT. (REDLINED) PLAN 2- UNMARKED PLAN SET 1- CORRECTION LIST w/responses 1- CORRECTION LIST 2- REVISED PLAN SETS 1- ASSESSORS SITE/FLOOR PLAN RE 201Q Bys INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Residential Plan Check Correction List (SOLAR) Page 1 of 2 City of La Quinta SECTION A - GENERAL 1) All construction shall comply with the 2007 California Building, Electrical, Mechanical, and Plumbing Codes, 2008 California Energy Code and the City of La Quinta Municipal Code. Remove notes referencing other Codes. 2) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536. Resubmittals will not be accepted with signatures missing. SECTION B — SOLAR I. General 1) Specify on plan the wiring method proposed for panel to panel connections. (CBC Appendix Chapter 1, §106.1.1) Unable to verify t e pro Posed- Amperage or Volta e o the t m. j Cr Solo 4' kr �h,ak,.c, S� � 2) Reconcile noted information shown on single line diagram. See 1' review redlined pl n II. Circuit Requirements r- 1) In a do photovoltaic source circuit or output circuit, the maximum photovoltaic system voltage for that circuit shall be calculated as the sum of the rated open -circuit voltage of the series -connected photovoltaic modules corrected for the lowest expected ambient temperature. (CEC §690.7) he s�-3�)V ci on !a is is n e' w as c rec d f T le 0. 31 � 2) Ampacity and Overcurrent device ratings shall be sized to carry not less than 125% of the maximum currents as calculated in 690.8(A). (CEC §690.8(B)1) The size of conductor specified &6i'not look to be size accordingly. Please provid -alc latio to j r lecte co cto . 5-rt- 0;-,C- kr,.e- ' �. � 1tAt . e�• Gldcw�► VI. Marking, Connection to Other Sources, Storage atterres and y terns Over 600 Volts Sec wee l� e 1) Provide schedule with the location of all required markings and labels for the proposed photovoltaic system. (CEC §690 VI.Marking). Information has not been rovidedd orshnow.D on vian. S,A-c. Isftiki low 2) The output of a photovoltaic power source shall be connected as specified in b90.64(A) or 690.64(B). Load side connections may not exceed 120 percent of the rating of the busbar or conductor see me (, -o_ SECTION K - MISCELLANEOUS COMMENTS ol' 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 2 of 2 Twit 4 4a" P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT RESIDENTIAL PLAN CHECK CORRECTION LIST (SOLAR) DATE: MARCH 26, 2010 (760) 777-7012 FAX (760) 777-7011 ADDRESS: 57-840 BLACK DIAMOND STATUS: SECOND REVIEW DESCRIPTION: PV SOLAR SYSTEM PLAN CHECKED BY: AJ ORTEG A APPLICANT: SOLAR SERVICE CENTER TELEPHONE NUMBER: (760) 777-7019 PLAN CHECK #: 10-0163 This submittal has been checked for compliance with the 2007 California Building, Electrical, Mechanical, and Plumbing Codes, 2008 California Energy Code, and the City of La Quinta Municipal Code. , APPLICANT: BUILDING DEPARTMENT STAFF: The following items are being returned to you for DO NOT accept any resubmittal unless ALL of the correction: following items are included: 1- NON-STRUCT. (REDLINED) PLAN 1- NON-STRUCT. (REDLINED) PLAN 3- UNMARKED PLAN SET 1- CORRECTION LIST w/responses 1- CORRECTION LIST 2- REVISED PLAN SETS 1- ASSESSORS SITE/FLOOR PLAN 4Ax.49- n na � � 7f11f! BY: INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Residential Plan Check Correction List (SOLAR) Page 1 of 2 City of La Quinta SECTION A - GENERAL 1) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536. Resubmittals will not be accepted with signatures missing. SECTION B — SOLAR I. General 1) Specify on plan the wiring method proposed for panel to panel connections. (CBC Appendix Chapter 1, § 106.1.1) Unable to verify the proposed Amperage or Voltage of the system. See 2"d Review Green Lines. II. Circuit Requirements 1) In a do photovoltaic source circuit or output circuit, the maximum photovoltaic system voltage for that circuit shall be calculated as the sum of the rated open -circuit voltage of the series -connected photovoltaic modules corrected for the lowest expected ambient temperature. (CEC §690.7) The size of conductor specified on plan is not being shown as corrected per factors in Table 690.7. (31 to 14 —1.13) See 2"d Review Green Lines. 2) Ampacity and Overcurrent device ratings shall be sized to Garry not less than 125% of the maximum currents as calculated in 690.8(A). (CEC §690.8(B)1) The size of conductor spect fled does not look to be sized accordingly. Please provide calculation tojustify selected conductor. Calculation not provided at 2"d submittal. Please provide additional information and responses as necessary. VI. Marking, Connection to Other Sources, Storage Batteries and Systems Over 600 Volts �) Provide schedule with the location of all required markings and labels for t'he 'ropdsed'phofio�dltaic system. (CEC §690 VI.Marking). Information has.not been provided or shown. orrpiin. Label information not being shown on plan. Please diagram label requirements on plan.. SECTION K - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. Please provide responses to each item identified on redlined plan and in this correction list. k�2) Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 2 of 2 L T Y ,cj& v MAR 17 2010 cd� EXSISTING 200 -AMP ELECTRICAL PANEL NEW UTILITY LOCKABLE AC DISCONNECT ADJACENT TO MAIN ELECTRICAL PANEL ��P= LINE LOCATIONS FOR SOLAR ELECTRIC ARRAY 62 GRAPE SOLAR 175 -WATT SOLAR PANELS ARE SHOWN. 10.8 KW -OC SYSTEM RATING (9.3 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 RACK ENGINEERING DETAILS. TWO PVP 5200 INVERTER Q EA.) TO BE FIELD LOCATED IN ACCORDANCE WITH OWNER PREFERENCE r • 1 Y ► iIL A INITIAL RELEASE OVERHEAD DESCRIPTION CITY OF LA QUINTA BUILDING & SAFETY DEP' APPROVED FOR CONSTRUCTION DATE fy- WEST ELEVATION SOUTH ELEVATION SOLAR SERVICE CENTER APPROVALS DATE DRAWN L.FIGUEROA 02-01-10 Ne SIGNATURE 6HECIkEb' B.WILUAMS 02-01-12 SIGNATURE REV. DRAWING NO. 001 SOLAR INSTALLATION ELEVATIONS DEANNE FRANCO RESIDENCE 57840 BLACK DIAMOND LA QUINTA, CA 92253 sc-lu 1"=20' 1 10,850 WATT DC (9,304 WATT AC) SOLAR ELECTRIC ARRAY 62 SUNGEN 175—WATT MODULES MODEL NO. SGM-175D INDIVIDUAL MODULE RATING: PTC=156.4 WATTS Voc=44.2 VDC Isc=5.25 AMPS Voc=399 VDC PER STRING Voc=ass VDC PER STRING UTILITY METER JUNCTION BOX 1 INVERTER WITH 4 F_ ©71 STRINGS OF 8 I I I INVERTER WITH 3 J STRINGS OF 10 I NOTE: 200 AMP D7OSTING CNANGED OUT TO 175 AMP PER NEC 690.64 WIRE AND CONDUIT SCHEDULE CONTINUOUS 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 1 8.19 NO. 10 THWN 3 4 INVERTERS TO SUBPANEL 26 1.25 32.5 NO. 10 THWN 3/4 SUBPANEL TO AC DISCONNECT 6 1. 5 32.5 1 NO. 6 1 THWN 374 AC DISCONNECT TO MAIN PANEL 26 11-25 1 32,-1 1 NO- A 1 4 374 - CONTINUOUS GROUND FROM MODULES THROUGH 2 INVERTERS TO SUBPANEL N0. 10 BARE AT MODULES N0. 10 STRANDED FROM JB TO INVERTERS ROD GROUND CITY OF LA QUINTA APPROVED FOR CONSTRUCTION r--1------ Q DATE I 175A MAIN I I ( BREAKER 1 60 AMP, 250 VAC 1 © I UTILITY LOCKABLE FUSED DISCONNECT I I (1 EA) I I I IPV METERr-------� I 60A 1 ��120/240I I� I IMAM = NG I I 60A /\ I I -------- j UTILITY GRID L_--____-� 120/240 INPUT = I + 1I TWO PV POWERED PVP4800 I f { I GRID—TIE INVERTER (1 EA.) DC INPUT: 200 TO 450 VDC OUTPUT: 4800 WATTS MAX — — OUTPUT EFFICIENCY: 96.0% I AC 240 VAC, 26 AMPS MAX I INTEGRATED GFCI AND DC I L DC/AC DISCONNECTS __f__ T�C09ft�CorTaRE� + AC 125 A I 240/140 VAC-- I I I I I 30A nLE I I I 3M,2—POLE I I 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. 4. PROJECT SHALL COMPLY WITH 2007 CBC, CMC, CPC, AND 2008 CEC. SEPARATE DC GROUNDING ROD ELECTRODE COW 6 0 0 0 0 t^r 1j+Pacrcua Sustainable Ener 6ectricCorpar•s �EDI$OIV; Incentive Calculator - Current Standard PV Save as a PDF Notes: 1. PTCadl: The adjusted PTC rating is calculated based on the installation method and panel specifications. See the User Guide Appendix A for details on the adjusted PTC calculation. 2. Design Correction: This is the ratio of the summer output of the proposed system (e) and the summer output of the summer optimal system at the proposed location (Q. 3. Geographic Correction: This is the ratio of the annual output of the summer optimal south facing system at the proposed location (c) and the annual output of the summer optimal south facing system at the reference local on (d). 4. Installation Correction: This is the ratio of the adjusted PTC rating and the unadjusted PTC rating. S. Design Factor: This is the product of the Design Correction, Geographic Correction, and Installation Correction. B. CSI Rating: This is the product of the Design Factor and the CEC-AC Rating. 7. Incentive: This is the total incentive for the proposed system. It is the product of the CSI Rating and the Incentive Rate. Please be aware that the final CSI incentive rate that is reserved for you will be determined by your CSI Program Administretor at the time your rese rvation request (RR) application is approved, and may be lower than the current incentive rate shown in the CSI Statewide Trigger Point Tracker. Please note that final incentive amounts are subject to change based upon the configuration of the as -built system. (Perthe CSI Handbook, no projects or applications are reserved CSI funding until all required information has been submitted and approved in writing by the Program Administrator.) 8. As o46420108, the CSI-EPBB calculator performs rounding as follows: o Estimated kVA production is rounded to the kWh o CEC.AC rating is rounded to the watt o CSI rating is rounded to the watt o Design factor is rounded to 5 significant digits o Incentive is rounded to the dollar E-mail CSI-EPBB@aesc-inc.com with questions or comments. Proposed Reference Site Specifications: Project Name black diamond iiPCode —{> 92260 92867 City, — Palm Desert Orange utility — , SCE Customer Type Residential Incentive Type EPBB PV System Specifications: PV Module Grape Solar.C.S-S-175-DJ 175.OW STC, 156.4W PTC, 159.3W PTCadjt Number of Modules 32 Mounting Method >6" average standoff OC Rating (kW STC) 5.6000 OC Rating (kW PTC) 5.0048 Inverter PV Powered:PVP5200 Number of Inverters 1 Inverter Efficiency (%) 96.00% Shading Minimal Shading Minimal Shading Array Tilt (degrees) 18 Array Azimuth (degrees) 192 True North Oa Optimal Tilt (proposed azimuth) 18 Optimal Tilt (facing South) 19 17 Results Annual kWh 9,134 (a) at optimal tilt 9,142 (b) facing south at optimal tilt 9,186 (c) 8,562 (d) Summer Months May -October May -October Summer kWh 5,134 (e) at optimal fill 5.134(f) facing south at optimal tilt 5,148 (g) 4,946 (h) CEC-AC Rating 4.805 kW Design Correcdon2 100.000% , Geographic Correction3 100.000% Installation Conection4 100.000% Design Factors 100.000% CSI Ratings 4.805 kW Incentive Rate $1.90/Watt Inoentive7 $9,130 Report Generated on 3/172010 9:08:01 AM The CSI-EPBB calculator is a tool available to the public and participants of the CSI program, whose sole purpose is to determine the EPBB Design Factor and calculate an appropriate incentive level based on a reasonable expectation of performance for an individual system. The results of the calculator should not be interpreted as a guarantee of system performance. Actual performance of an installed PV system is based on numerous factors, and may differ with the results summarized in the CSI-EPBB calculator. For this reason, contractors, participating customers, and other interested parties should only utilize the calculator to determine an appropriate incentive when applying to the CSI incentive program. Additional uses for the calculator other than its intended purpose as stated above are not endorsed or encouraged. Notes: 1. PTCadl: The adjusted PTC rating is calculated based on the installation method and panel specifications. See the User Guide Appendix A for details on the adjusted PTC calculation. 2. Design Correction: This is the ratio of the summer output of the proposed system (e) and the summer output of the summer optimal system at the proposed location (Q. 3. Geographic Correction: This is the ratio of the annual output of the summer optimal south facing system at the proposed location (c) and the annual output of the summer optimal south facing system at the reference local on (d). 4. Installation Correction: This is the ratio of the adjusted PTC rating and the unadjusted PTC rating. S. Design Factor: This is the product of the Design Correction, Geographic Correction, and Installation Correction. B. CSI Rating: This is the product of the Design Factor and the CEC-AC Rating. 7. Incentive: This is the total incentive for the proposed system. It is the product of the CSI Rating and the Incentive Rate. Please be aware that the final CSI incentive rate that is reserved for you will be determined by your CSI Program Administretor at the time your rese rvation request (RR) application is approved, and may be lower than the current incentive rate shown in the CSI Statewide Trigger Point Tracker. Please note that final incentive amounts are subject to change based upon the configuration of the as -built system. (Perthe CSI Handbook, no projects or applications are reserved CSI funding until all required information has been submitted and approved in writing by the Program Administrator.) 8. As o46420108, the CSI-EPBB calculator performs rounding as follows: o Estimated kVA production is rounded to the kWh o CEC.AC rating is rounded to the watt o CSI rating is rounded to the watt o Design factor is rounded to 5 significant digits o Incentive is rounded to the dollar E-mail CSI-EPBB@aesc-inc.com with questions or comments. 1 ONE LINE EXPLANATION Deanne Franco 57840 Black Diamond La Quinta, Ca 92253 INVERTER NUMBER 1 Inverter with 4 strings of 8 1. Maximum system voltage: F= Z Zo®0 e >- U L m 2 J � ® LL Cb him U) Z 0(DM0 o cc O U m � c —Module (Voc)= 44.2 volts —Number of modules in series= 8 —Lowest temperature on record=15'F (coeff. of 1.13 from 690.7) Maximum system voltage= 44.2X8X1.13=399.56< 500 (from listing _Iabel) 2. Short—circuit current —Isc= 5.2 amps —Number of source circuits in parallel= 4 Short—circuit current= 5.2X4Xl.25= 26 amps= 26 amp(from listing label) 3. Conductor ampacity: —Isc= 5.2 amps Maximum PV source circuit current= 5.2X1.25= 6.5 amps Minimum source circuit conductor ampacity= 6.5X1.25= 8.19 amp Minimum photovoltaic output circuit conductor ampacity: —Minimum source circuit conductor ampacity= 8.19 amp —Number of source circuits in parallel= 4 Minimum photovoltaic output circuit conductor ampacity: 8.19X4= 32.8<48(from listing label) 4. Minimum inverter output circuit conductor ampacity: —Inverter continuous output rating= 4800 Watts —Minimum inverter voltage= 215 volts Maximum operating current= 4800 watts/215 Volts= 22.32 Amps> 21(from listing label) SOLAR SERVICE CENTER ONE LINE EXPLANATION Deanne Franco 57840 Black Diamond La Quinta, Ca 92253 INVERTER NUMBER 2 Inverter with 3 strings of 10 1. Maximum system voltage: CL z z ;no w>5 C) m ej W 0(.D(L0 0 U m L` c01 —Module (Voc)= 44.2 volts —Number of modules in series= 10 —Lowest temperature on record=l5°F (coeff. of 1.13 from 690.7) Maximum system voltage= 44.2X10X1.13=499.46< 500 (from listing label) 2. Short—circuit current —Isc= 5.2 amps —Number of source circuits in parallel= 3 Short—circuit current= 5.2X3X1.25= 19.5 amps<26 amp(from listing label) 3. Conductor ampacity: —Isc= 5.2 amps Maximum PV source circuit current= 5.2X1.25= 6.5 amps Minimum source circuit conductor ampacity= 6.5X1.25= 8.19 aml2 Minimum photovoltaic output circuit conductor ampacity: —Minimum source circuit conductor ampacity= 8.19 amp —Number of source circuits in parallel= 3 Minimum photovoltaic output circuit conductor ampacity: 8.19X3= 24.57<48(from listing label) 4. Minimum inverter output circuit conductor ampacity: —Inverter continuous output rating= 4800 Watts —Minimum inverter voltage= 215 volts Maximum operating current= 4800 watts/215 Volts= 22.32 Amps> 21(from listing label) TAPERED TJI PLYWOOD -4'- � TRUSSES @ 24" OC� 5/16' SS BOLT CHANNEL NUT POLY -URETHANE ROOFING-� SEALANT AT HOLE IN TILE \ 'TILE-TRAC' STANCHI❑N PLYWOOD ROOFING PAPER 5/16' X 3' SS LAG SCREW SOLAR PANEL EXTRUDED ALUMINUM SUPPORT RAIL 3/8' SS ALL -THREAD CONCRETE TILE TOP CHORD OF WOOD ROOF TRUSS ROOF DRAINAGE SHALL NOT BE OBSTRUCTED BY PANELS/SUPPORTS. A MINIMUM OF 4 INCH CLEARANCE BETWEEN ROOF AND PANELS. 4// MASTIC R❑❑FING SEALANT UNDER TILE-TRAC CITY OF LA QUINTA BUILDING & SAFETY DEPT. TROVE FOR CONSTRICTION DATE BY WEIGHT LOADING ANALYSIS Solar Electric Installation For Deanne Franco's Residence, 57840 Black Diamond, la Quinta, Ca 92253 Contractor: Solar Service Center April 14, 2010 Roof Information Roof is a single story roof with a sloped concrete tile and standard wood framing Wood trusses twenty four inches on center Solar panel stanchions are spaced 4' on center for flat roof area. Sungen 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 nds/square foot nds/connection See attached sheets for engineering information on the Professioal Solar Products "Roof -Trac" racks. 4/14/2010 WEIGHT LOAD-DEANNE FRANCO-LA QUINTA.xls m i No. of DC and AC DC and AC modules, DC and AC rating Inverter watts of kW of inverters of module efficiency system system Sun -gen -175 32 175 5,600 watts -DC 5.6 kW -DC 156.4 96.0% 4,800 watts -AC 4.8 kW -AC Inverter nomcplatc Inverter efficiency PVP4800 1 4800 96:0% 240vac PVP4800 0 4800 96.0% 208vac Surigen 975 $U 175 5,250 watts -DC 5.3 kW -DC 156A 96.0% 4;504 watts -AC. 4.5 kW -AC Inverter nameplate Inverter efficiency PVP4800 1 4800 96.0% 240vac PVP4800 0 4800 96.0% 208va6 Note: total watts -AC of system cannot exceed the total nameplate watt rating of the inverters TOTAL DC WATTS 10,850 watts -DC TOTAL AC WATTS 9,304 watts -AC 4/14/2010 SYSTEM WATT RATINGS-DEANNE FRANCO-LA QUINTA.As 10.9 kW -DC 9.3 kW -AC Monocrystalline Solar Modules SUNGEN SGM-D Series 160W/165W/170W/175W/180W Product Features ■ High conversion efficiency photovoltaic modules made of mono -crystalline silicon solar cells. ■ Integrated bypass diodes in the junction box reduce the power loss effect in a string caused by events such as shading. ■ Module is glass to back sheet laminated. ■ Water -protected connector system, easy for installation. Quality and Safety ■ Product warranty: Free from defects in material and workmanship for 5 years. ■ Power warranty: Maintain more than 90% of minimum rated power for 10 years. Maintain more than 80% minimum rated power for 25 years. ■ According to IEC 61215. ■ According to IEC 61730. m UVRheinla ■ According to UL 1703. Tnd ■ TUV, UL certified. Brief Information ■ 125mm x 125mm (4.92inches x 4.92inches) mono -crystalline solar cells. ■ 72 cells in series (6X12).. ■ 2,400N/m'(50psf) mechanical load-bearing capacity 245kg/m (50pounds/foot). ■ 1000VDC (IEC)/ 600 VDC (UL) maximum system voltage. Applications ■ On -grid PV Systems. ■ Off -grid PV Systems. ■ Residential Roof Top Systems. ■ Commercial Roof Top Systems. ■ Ground Installations. Please read our extensive installation guide -carefully prior to installing the photovoltaic modules. � Monocrystalline'Solar Modules SUNGEN SGM-D Series :160W/165W/170W/175W/180W 3.5 1*1 SUN �EN TRUE QCO-NOMY 1581 I 1581 Characteristics Max -power Voltage (Vmp) I 34.5V 35.4V I 35.OV I : 1 I 36.2V P ro p9 5 m A� Open -circuit Voltage(Voc) I 41.8V I 2ro ]W SB 44.2V I 44.2V Short-circuit Current (Isc) 1581 I 1581 Characteristics Max -power Voltage (Vmp) I 34.5V 35.4V I 35.OV I 35.8V I 36.2V Max -power Current (Imp) 4.64_A 4.66A 4.78A� 4.89A 4.97A Open -circuit Voltage(Voc) I 41.8V I 43.6V I 44.2V I 44.2V I 44.2V Short-circuit Current (Isc) 5.077 5.08A, 5.15A 5.25A 5.36A Max -power (Pm) I� 160W I 165W I 1.70W I 175W I 180W Module Efficiency(TI) 12.67% 12_.90% 13.41% 13.81% 14.16% Temperature Coefficient of Pm -0.37%/K Temperature Coefficient of Voc -0.34%/K Temperature Coefficient of Isc 0.09%/K NOCT _ 48°C+/ -2°C (118.4°F+/ -3.6°F) _ Operating Temperature -40°C—+850C (-40'F—+185°F) �I Maximum System Voltage IOOOVDC(IEC)/600VDC(UL) Specifications Cell 125mm x 125mm Dimension of Module 1581 mm x 809mm x 4Omm (4.92 inches x 4.92 inches) • (62.24 inches x 31.85 inches x 157 inches) Tolerance _ t3%o Weight 16kg (35.3lbs) No. of Cells I 72 (12 x 6) Standard Test Conditions: lrradiance1000W/m? Spectrum AM1.5 at 25°C, Voc or Isc can be customized. Characteristic Curves (SGM-180D) - 50 o40 0 30 20 110 0 0 In 10 9 8y 7_ 6` d 5 4 3 2 r 1 t 0 0 200 400 600 800 1000 Irradiance(WIn?) 140 E e 120 100 E 60 40 20 € 0 Z -50 Please note the graphs above will have a t3% tolerance. • ' ' SUNGEN International Ltd. December 2009.- SUNGEN reserves the rights to modify these specifications and warranties without notice. JI~ � rac Third Part' ° L ab Tested 1 740 lbs' T IeTt Patent #5,746,029 Value Pull°ut Tile Roof Structural Attachment WIN,. The patented TileTrac@ attachment allows for a structural roof rafter connection with optimal e1 attachment stud location adjustability. Design results in the best looking systems in the industry. Tile Trac ° for s -curve concrete tile (6" Tall Threaded Stud) Part # TT -18-T6 Tile Trac°for flat concrete the (4" Tall Threaded Stud) Benefits of the TileTrac° • Industry's most cost effective the • Aluminum and Stainless Steel components for attachment product corrosion resistance and strength • Minimal install labor and time • 1,740 lbs of 3rd party lab tested pullout strength •Over 12 years of industry •Water -tight seal lab tested for 7 days under 34 preferred design inches of water, zero leakage • Requires only one Stainless Steel • 10 sq. inches of base area evenly distributes roof lag bolt (included) load and provides sufficient sealant bonding area The TileTrac° Design Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the the (the crown) where water does not flow. Without TileTrac® - - --._..._._her With TileTrac® Water Flows High Point/ Su ort Rail in the Valley Crown pp of the Tile of the Tile (optimum) TileTrac0 assembly Rafterstructurally attached to the rafter Installation steps for both s -curve and flat concrete tile* STEP l: Select a tile in the area of the roof rafter. Step 4: Seal the initial the nail hole. Using a 3/16" drill bit and drill guide (FJ -Drill), drill pilot hole along the rafter center STEP 1: Remove the file by pushing and pulling. It is usually held in place by a small nail. Step 5: Insert the lag bolt and washer through the TileTraco and apply fresh room temperature sealant to the base. Step 1: After bolting the base to the roof, slide the upper carriage into the correct position under the crown of the file. For Flat tile, slide the upper carriage near the middle of the tile. Step 8: Replace the tile by lining up the snap Ines and mark the drill location accordingly. Step 10: Insert the threaded stud through the tile and Step 11: Unbind nuts and remove from stud. Apply UV rated tighten with 9/16" wrenches to engage stud with base. Bind sealant between stud base and tile and compress with a two 3/8" nuts (included) using 9/16" wrenches and tighten. 3/8" washer. Apply UV rated sealant around top of washer. *Not recommended for clay or slate tiles. STEP 3: Using an electronic stud finder (recommended), or other means, locate the rafter center. Mark a reference point on the the above. Step 6: Using a 1/2" socket, install the lag bolt until seated. Do not overtighten. The sealant should flow outward sealing any holes. Step 9: Using a 3/8" carbide drill bit and ROTARY HAMMER DRILL in hammer mode, drill through the tile. See online video at www.prosolar.com for details. Step 12: Fasten rail with lower and upper 3/8" nuts/washers as shown. ©Professional Solar Products, Inc. June 2008. TileTrac is a registered trademark and covered under Pat. #5,746,029 NEC Solar labels • Section 690.53 lists the posting requirements: rated maximum power -point current, rated maximum power -point voltage, maximum system voltage, and short-circuit current. • The AC disconnect—stating the rated AC output current and nominal operating AC voltage (as stipulated by NEC Sections 690.14[C1[21 and 690.54). • The DC disconnect, noting that the line and load sides may be energized in the open position (NEC 690.17). • At the location of the ground -fault protection, normally at the inverter, warning of a shock hazard (NEC 690.5[C1). • Where the solar -electric system interconnects to the utility (NEC 690.54). (This example notes ground mount, but it would specify the mounting) Additional labels: A/C DISCONNECT FOR PHOTOVOLTAIC SYSYEM DlBAL P�WE R S UPPLI� �E. PHOTO\/OLTAIG SI�STEIUI 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-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 Mountingng on 16' Intervals Example Side-by-side Flush • 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 20720 Brinson Boulevard • Optimally placed knockouts for a variety of conduit routing options All ry Powered products PO Box 7348 are designed and Bend, OR 97708 Installer -Focused Support manufacturedinthe U.S., • No special purchase requirements to get the best technical support in the industry are fully compliant with -the BuyAmericanAct and 1-541-312-3832 • Live technical phone support qualify for projects funded WWW.PVPOWERED.COM by ihe federal stimulus •Optional performance monitoring available package. 02009 PV Powered D I M E N S 1 0 N S PVP1.100 to PVP3500 BOTTOM VIEW PVP4600, PVP4800, PVP5200 PORT Taaraemx �m i ®I' 1/7 K.O. i //2'.3/4'10. DRAINAGE PORI r I 7/B' 3- a 3/B 31/8' L73/4' 4,,,�L 1 .u•• i . BOIIOM VIEW ' TT � us 1 1 ELECTRICAL SPECI FICATI O NS 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 1837229 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 A T 1 0 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 & 8 ©2009 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 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 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, CSA C22.2 107.1 2006 Revision, IEEE 1547 Compliant, FCC Class A & 8 ©2009 PV Powered VONC U & ASSOCIATES Structural Engineers CUENT: Professional Soler Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805486.4700 Subject: Static load test results for the following: Mounting System Maximum Frame Maximum Frame Load Equivalent Wind Speed Length* (in.) Width' On.) (Ibs/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 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 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 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 Fastlackm , TileTracm, and Foamlackm) 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) ****Fst. snow load rating of 30 Ib/ft2 based on 1.6 safety factor 31324 VIA COLINAS STE 101 WESTLAKE VILLAGE, CA 81362 Page 1 of 3 PSP: RT 48" Module Area = 18 ftp each �IApMx20' I� ma -6-9 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 ftZ Distributed weight: 2.9 Ib/ ftz I I I I 5/16" Stainless Steel Hex bolt 5/16" Stainless Steel Lock Washer ' 2,9841bs / 55 psf lCONIURFAEBAILA21M 1 Top Load Deflection: 0.469" M JC?ht-. LLA T Aluminum ProSolar ffM Inter -Module Clamp H Ll Aluminum ProSolar Up lift Deflection: 0.313" Channel Nut 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 Professional Solar Products (including FasUack®, TileTrac®, and FoamJack®) can be interchanged with this system. Professional Solar Products RoofTrac® Patent# 6,360,491 Photovoltaic mounting system RoofTrae Solar Modules Static load test 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 Roof Trac® 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 r Aluminum ProSolar I I Roofrrac® Support Rail I I 3/8" Stainless Steel Hex Bolts and Flat Washers i I Aluminum ProSolar FastJackO 2X Bracket I (only used between two rows of modules) Aluminum ProSolar T J 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® , TileTracv, and FoamJack®) can be Interchanged with this system. Professional Solar Products RoofTrac® Patent# 6,360,491 Photovoltaic mounting system Page 3 of 3 48" Module Area = 18 fe 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/ ftz RoofTrac® Solar Modules Static load test PSP: RT Bin # Permit # Project Address: 59 qoi?V�,C1� City of La Quinta Bw7ding 8t Safety DlvWon P.O. Box 1504, 78-495 Calle Tampko La Quanta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet dl,achonGi Owner's Name Q°Grt� C'YGC�G� A. P. Number: Address: Sq &10 61GCr._ pjoa"a'0 Legal Description: City, ST, Zip: LG CkZI rl CFl c122S'3 Contractor: jA S�(Vi� ��^ � Telephone: Address: �ZZ� �n i Sfi Project Description: iCr� lh -lam. Ica . n City, ST, Zip: `T%ojSG-\Cf e'l,"S Telephone: (e b) --4� Z State Lic. # : - I�j3� S 4A �j22'1 Co City Lie. #; Arcb., Engr., Designer. d Address: City, ST, Zip - Telephone: State Lie. #: Name of Contact Person: L���A Construction Type: Occupancy: Project type (circle one): Now Add'n Alter Repair Demo Sq. FL: # Stories: N Units: Telephone # of Contact Person: mo 0 3 C1 ` _ 2 �D Estimated Value of Project: -%OO , 000 APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets _ Plan Cheek submitted Item Amount Structural Cafes Reviewed, ready for corrections Plan Cheek Deposit Truss Cala. Called Contact Person's Plan Check Balance, Title 24 Calm Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'! Review, ready f orrect' u t+J Electrical Subeontactor List Called Contact Person Plumbing Grant Deed Plans picked up (O S.M.L H.O.A. Approval Plans resubmitted /LO �,�6tJ► Grading IN HOUSE:- ''' Review, ready for correctionsrtnue 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 i�* 3/S - 3I SoddR- "t' Soto - -� tr) AJ vet /a 3