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11-1193 (SOL)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 11-00001193 79645 CETRINO 772 -330 -033 - SOLAR LOW DENSITY RESIDENTIAL 30000 C"%t"It"Wi-- Architect or Engineer: 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: GRIFFITH DOUGLAS N PO BOX 544 VASHON, WA 98070 I Contractor: SOLAR DISTRIBUTORS INC 605 MEL AVENUE PALM SPRINGS, CA 92262 (760)320-2385 Lic. No.: 672221 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/28/11 2011 CITY41Filk.v :jad I ------------------------------------------------7---------------------------7-------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisio 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 C RoWd 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: C46 se No.: 672221 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is ' Date: Contractor: issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor kCode, for the performance of the work for which this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 1970632-2011 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 perm' ' ' ued, 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.W0M(brj..2pRVensauon 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 I should become subject to th ompensation 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 forthw' y with those provisions. - 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).: Date: : Applicant: 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 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.). (_) 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 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 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 to comply with all city and county ordinances and state laws relating to building construction, and here orize representatives of this county to enter upon the above-mentioned property for inspection purpo Date: i 7i Signature (Applicant or Agent): ication Number . . . . . 11-00001193 Permit . . . SOLAR PERMIT Additional desc . Permit Fee 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 30000 Expiration Date 5/26/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA SOLAR COLLECTOR < 1000 4.50 1.00 3.0000 EA SOLAR EQUIP MISCELLANEOUS ------------- -------------------------------------------------------------- 3.00 Permit ELEC-MISCELLANEOUS Additional desc . Permit Fee . . . . 22.50 Plan Check Fee 5.63 Issue Date . . . Valuation . . . . 0 Expiration Date 5/26/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 7.5000 EA ELEC PWR APP >1 TO <=10 .7.50 ----------------------------------------------------------------------------- Special Notes and Comments 7.2kW SOLAR ARRAY - (32) 225W SUNPOWER PANELS W/ (1) 7000W SUNPOWER INVERTER (544SF] 2010 CALIFORNIA ELECTRICAL'CODE. November 28, 2011 8:40:57 AM AORTEGA ------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) -------------- 2.00 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 45.00 .00 .00 45.00 Plan Check Total 11.26 .00 .00 11.26 Other Fee Total 2.00 .00 .00 2.00 Grand Total 58.26 .00 .00 58.26 LQPERMIT C1 IT COFjF( 7E HOMEOWNERS ASSOGIATTO1Q — -- - - . NOTICE OF APPROVAL October 31, 2011 Douglas &Joan Griffith 79645 Cetrino La Quinta CA 92253 RE: 79645 Cetrino Dear Douglas & Joan Griffith: Your Request for an architectural change has been approved. Specifically, you have approval to proceed with the following: Requestto install solar panels as submitted within application and plans. We reserve the right to make a final inspection of the change to make sure it matches the Request you submitted for Approval. Please follow the plan you.submitted or submit" an additional Request form, if you cannot follow the original plan. Your approval is conditional with the stipulation of:the following: You must follow all "local building codes and setback requirements when making this change. A Building Permitmay be needed. This can be applied for at the City offices.' Our approval here is only based on the aesthetics of your proposed change. This approval should not be taken as any certification as to the construction worthiness or structural integrity of the change you propose. If applicable, please be aware that you are responsible for contacting the appropriate utility companies before digging. Thank you for submitting your application and we' look forward to receiving your notice of completion upon commencement of completed work. For your convenience a "notice of completion" document has been attached. We appieciate your cooperation in.submitting this -Request for Approval. An attractive Community helps all of us get the full value from our homes when'we decide to sell. Sincerely, C, Citrus Cour OA Encl. 1 P.0 Box 12920 Palm Desert, CA 92255- * 41-365 Boardwalk, Suite 101, Palm Desert; CA 92255 760.346.9000 ' FAX 760.346.9997 " www.citruscoursehoa.colll 0 Bin # ,.. .. City of La 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 # Q`3 Project Address: Owner's Name: i9J b f, 6 oL ff 1 s1 ,- A. P. Number: Address: 7, Legal Description: City, ST, Zip: L.A. G%j e4�,- c% Contractor,'50(64_ 0146jjL44%0p d 1 S I 04 t " : ivory:•}}}:i+4:+ti^'+i:ii% w2: �2ii: f+� J Telephoner Address-? I SS LQ 4D >, &PAWLA IPRL, Project Description: City, ST, Zip: IAIt^ 0cj /Lx— Q* ZZ t i �. ZZSW M Tele hone: to Z Z ">«f �:,.>:.;;:::;:•>:;>::.:;.::;::,::. :: •:,:. :r::2:.:i9..:t:.3i%2•:":;:2::.::::'J.:;;::: 2:ri i:-:i.�.-:-_ State Lic. # : 'G Z ?-VL% City Lic. #; Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: .:;Construction :•:: ^..::.y:::i-::•;,: ?";,<:�,;„:;.•�2:<>%>;:»>:-;r%;::-%:>;:�«�:; Type: Occupancy: Project type circle one): New Add'n Alter Repair Demo Name of Contact Person: SI"/FL %Olt Uf- Sq. Ft.: # Stories: # Units: Telephone # of Contact -Person:% 64ti. (AcOA D O Estimated Value of Project: 34Z a -s7. APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections a $ Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction '_..-. Flood plain plan Plans resubmitted Mechanical Grading plan 2. Review, ready for correctio ue / Electrical5. �.� r Subcontactor List Called Contact Person t� foll 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 5 L OO school Fees Total Permit Fees 11 Iftko 4 - C''�N -+i C �?r+st s • �41c- Of o1F FWA%4(p Or -11 *0) Project Name: Griffith (PV System 7.2kW STC) Address: 79645 Cetrino, La Quinta, CA 92253 County: Riverside Assessor's Parcel Number: 776250033 Legal Description: 0.22 ACRES M/L IN LOT 33 MB 271/098 TR 28719 2557 Sqft. Single Family Home _ . _Bata : issoo 1 Vicinity Map ago a R'ECziVZ NOV 16 2011 lob AMMr r r BY: � rs , 324 Lip T6324 is000 UINT'A .CIT�^I= BUILD{ &SAFETY DEPT. APPROVE® FOR CONSTRUCTION IDATE BY, _ I 52nd Ave 52nd Ave el ®2011 Qcogle - map data ®QOtt Gkagle - Tem�ffae R. ly. T`L!, i i� NOV 16 2011 I� 1 F 1a:n_1A,,1V6 -460.391.20, } r.. W X31 "Plans comply with CEC 2010 and NEC 2008 / All constructions shall comply with the 2010 California NEM SYSTEM INFORMATION UNIT INVERTER #1 Z MFG. & MODEL NO. SUNPOWER SPR -7000m (240V) EFFICIENCY RATING 96% PV MODULES PER UNIT SPR-225E-BLK-D Property Lines NET NAMEPLATE RATING . 6.2976 kW -4- CITY O CITY LA QUINTA BUILDING 8 SAFETY DEPT. APPROVED Rated Current FOR CO STRUCTION DATE BY- Q - - PROJECT NAME: Griffith, Douglas ADDRESS: 79645 Cetrino, La Quinta, CA 92253 IID Service Acct# AU1 134-0950 4. 225W Solar Modules Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code." I TOTAL � 1 j 96% a 32 '6.2976 kW r 2. ; .60A, 240VAC, AC Disconnect Square D, Model# DU222RB Solar Module Electrical Data (Measured at standard rest conditions) Peak Power (+5/-3%) 225W Rated Voltage 40.5V Rated Current 5.55A Series Fusing 120A #MODULES X CEC RATING X EFF % UN -7634 100kVA B phase High 7.2kV 1 Low 120/240V 200 Amp Service Entrance Meter No. AU 1134-950 Proposed Bi-directional meter# I I — — — — — — — — - a 3. 7kW InverterO 0 AC Disconnect Located ° -� approximately 2'-3' away from Main Service Panel -► 1" EMT conduit running exterior and into the garage to the inverter 8 conductors 10AWG, THWN-2 4 Front and 1 ground conductor 8AWG, Of THWN-2 inside a 1" EMT conduit. House 4 conductors 10AWG, THWN-2 and 1 ground conductor 8AWG, THWN-2 . inside a 1" EMT conduit. i i j • I DRAWING: Plot Plan 1 REV.- DESCRIPTION DATE BY SOLAR DISTRIBUTORS INC Drawn By: Juan Pablo Grados Tilt: 15°, Azimuth: 95° 9/2/11 73820 DINAH SHORE DR. Signature: �� Roof -Standoff: 3" - 6" PALM DESERT CA. 92210 I Lic# 672221 Type: C-46 Legend 1. 200A Main Service 2. 60Amp 240VAC AC Disconnect Square D Model# DU222RB 3. 7kW Inverter (SPR -7000m 240v) 4. 32 X 225W Solar Modules (SPR-225E-BLK-D) PE STAMP (if applicable) i 1 j "Plans with CEC 2010 and NEC 2008 / All constructions shall comply with the 2010 California Residential, Mechanical, Electrical, Plumbing, E 1 NEM SYSTEM INFORMATION UNIT INVERTER #1 TOTAL MFG. & MODEL NO. SUNPOWER SPR -7000m (240v) 1 EFFICIENCY RATING 96% 96% PV MODULES PER UNIT SPR-225E-BLK-D . 32 NET NAMEPLATE RATING 6.2976 kW 6.2976 kW Solar Module Electrical Data (Measured at standard rest conditions) Peak Power (+5/3%) 225W Rated Voltage 40.5V Rated Current 5.55A Series Fusing 20A PV ARRAY 4 string of 8 modules in series Total of 32 modules All Solar Modules and Rails grounded to bare copper Wire #MODULES X CEC RATING X EFF % .i INVERTERS WITH INTEGRATED Junction Box DC DISCONNECT NEMA 3R Sun Power 7 kW inverter Enclosure (I 1 (SPR -7000m- 240v) and Green Building Codes and the La Quinta Municipal Code." System Legend 1 10 AWG ,RHW2 Cable (sunlight and oil resistant) 1.5 10 AWG Bare Copper Ground Wire 2 10AWG, THWN-2 inside 1" EMT Conduit 2.5 6AWG, THWN-2 inside %" EMT Conduit Continuous to AC Grounding Electrode 3 8 AWG, THHN inside %" EMT Conduit 4 j 8 AWG, THHN inside %- EMT Conduit All compression Couplings and compression connectors will be waterproof AC DISCONNECT 240v, 60A Visible/ Lockable Square D Model # Main Distribution Panel 120/240V 200A Panel I I I DU222RB I I Distribution I Main (j I Section i Breaker DC I I M I I I I i 200A i AU 1134-0950 I 40A I I 4 240V AC I ,j I 2Pole quipment / bonding conductor I I I I I I CITY;OF LA BUILDING & SAFETY1 PEPG I Iquipment Grounding Conductor I To Grounding Electrode ( A P P R Off' 5® , I Inverter bonded to house I I FOR CONSTRUCTION ground DATE 8Y _ 1 1.5 2 2.5 3 4 PROJECT NAME: Griffith, Douglas ADDRESS: 79645 Cetrino, La Quinta, CA 92253 1ID Service Acct# AU1B4-0950 DRAWING: ONE LINE DIAGRAM REV. DESCRIPTION DATE BY SOLAR DISTRIBUTORS INC Drawn By: Juan Pablo Grados Tilt: 150, Azimuth: 950 9/2/11 73820 DINAH SHORE DR. Signature: Standoff: T� - 6" PALM DESERT CA. 92211 f] Lic# 672221 Type: C-46 Incoming Service I UN -7634 100kVA B phase High 7.2kV I Low 120/240V I I I PE STAMP (if applicable) WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED CAUTION THIS SYSTEM IS SERVED BY AN ALTERNATE ENERGY SOURCE WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Correction List Section A — General 1) Provided Sheet Index, Vicinity Map, Assessor's Parcel Number and Legal Description 2) Calculations, wet -signature and contact phone number (760.391.2017) provided. 3) Changed note on plans: " All construction shall comply with the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code." Section B — Solar I. General 1) Response for each item provided. 1) Circuit Requirements Power Source: Single Phase 240V Ratings at connections: OPCD temperature rating 90°C / Load temperature rating 90°C Conductor specifications: Insulation: THWN-2 Location: Dry and Wet locations Material: Copper Temperature rating: 90°C (194°F) rated insulation Total System Voltage Calculation: Table 690.7 NEC 2008 Ambient Temperature 31 to 23°C Factor 1.12 Voltage Correction Factor for Low Temperatures Voc = Voltage Open Circuit = 48V Nm = number of modules in series = 8 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APP OVE FOR CONSTRUCTION DATE BY Ct = Low temperature voltage correction factor = 1.12 Vmax = Voc x Nm x Ct = 48V x 8 x 1.12 = 430.08Vdc (Lesser than 600V) 2) Conductor sizing (Array / DO Wire Type: THWN-2 / 10AWG, 600V Amps on SPR-225E-BLK-D module = Isc (STC) = 5.93A 5.93A x 1.25 = 7.41A (Per 690.8(A) for high irradiance) 7.41 x 1.25 = 9.27 (Required Wire Ampacity) Wire Ampacity: Conductor Temperature & Correction Factor Per Table 310.16 Temperature derated ampacity of 10AWG type (194°F insulation @ 114-122°F ambient) 40A x 0.82 = 32.8A Conduits exposed to sunlight on rooftops, where conductors or cables are installed, the adjustments shown in Table 310.15(B)(2)(c) shall be added to the outdoor temperature to determine the applicable ambient Distance above roof 0 — Y", then add 60°F from 114-122°F ambient to 174-182°F Temperature derated ampacity of 10AWG type (194°F insulation @ 174-122°F ambient) 40A x 0.41 = 16.4A l L 391.2b) Adjustment Factors for more than Three Current —Carrying Conductors in a raceway. Table 310.15(B)(2)(a) 16.4A x 0.70 (8 current -carrying conductors) = 11.48A The allowed wire ampacity (11.48A) is greater than the required (7.41A) ✓ Wire Type 10AWG —THWN-2 will be used. Conductor sizing (Inverter / DC) Wire Type: THWN-2 / 8AWG, 600V AC Max Output Current on inverter model SPR -7000m — 240V = 29A 29A x 1.25 = 36.25A (Required Wire Ampacity) Wire Ampacity: Conductor Temperature & Correction Factor Per Table 310.16 Temperature derated ampacity of 8AWG type (194°F insulation @ 114-122°F ambient) 55A x 0.82 = 45.1A Adjustment Factors for more than Three Current —Carrying Conductors in a raceway. Table 310.15(B)(2)(a) On this segment, no more than 3 current carrying conductors will come out of the inverter. The allowed wire ampacity (45.1A) is greater than the required (36.25A) ✓ Wire Type 8AWG — THWN-2 will be used: 111. Disconnecting Means 1) No corrections apply. IV. Wiring Methods 1) Specified run locations on single line diagram. 2) Number of current -carrying conductors in a raceway: 8 (exceed three (3)), the allowable ampacity of each conductor shall be reduced as shown in Table 310.15(B)(2)(a). (CEC §310.15(B)(2). Calculation shown on this correction list, part II Circuit Requirements, 2) Conductor sizing (Array/DC). 3) Conduits exposed to sunlight on rooftops, where conductors or cables are installed, the adjustments shown in Table 310.15(B)(2)(c) shall be added to the outdoor temperature to determine the applicable ambient temperature for application of the correction factors in the Table 310.16 (CEC §310.15(B)(2)). ). Calculation shown on this correction list, part II Circuit Requirements, 2) Conductor sizing (Array/DC). 4) Changed conductors specified for WET locations THWN-2 5) DC current from photovoltaic source will be contained in metallic raceways at all times on this project inclusive the runs inside the building according to CEC §690.31(E). V. Grounding 1) Grounding is specified on single line diagram: Equipment / bonding conductor and Equipment Grounding Conductor To Grounding Electrode. (According to CEC 690, Part V). 2) Size of Grounding Electrode conductor: 6AWG, THWN. Per CEC §250.166, 690.41 specifi d on One Line Diag JP��fO�Cup�J7✓1 �u�p�l i�c. ivy ��6 , 3`1J, ZD J VI. Marking, Connection to Other Sources, Storage Batteries and Systems Over 600V. 1) Updated signage sheet per 2010 CEC requirements and identified placement location. Section C — Structural 1) No corrections apply. Section D — Miscellaneous Comments 1) Red marks on plans are reviewed and corrections are made on this list. AD. 39l,26i�- 6 a BENEFITS' Highest Efficiency SunPowerm Solar Panels are the most efficient -photovoltaic panels on the market today. Attractive Design Unique design combines high efficiency and a sleek, black appearance to blend elegantly with the roof. More Power Our panels produce more power in the some amount of space—up to 50% more than conventional designs and 100% more than thin film solar panels. 1 Reliable and Robust Design Proven materials, tempered front glass, and a sturdy anodized frame allow. panel to operate reliably in muftiple mounting configurations. SPR-225E-BLK-D ON SERIES The SunPoweem 225 signature blackTM solar panel provides a revolutionary combination of high efficiency and attractive, sleek appearance. Utilizing 72 backcontact solar cells and a black backsheet, the SunPower 225 blends elegantly with the roof and delivers a total panel conversion efficiency of 18.1 %. The panel's reduced voltage -temperature coefficient and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. 20% 15% 10% 5% 0% Thin Film SunPower's High Efficiency Advantage IR% 19% 14% SunPower E 18 Series 10% Conventional SunPower SunPower E 18 Series E 19 Serie V C �L us i AW 1 I 1 9 Electrical Data M=umd m sbndwd Teo Cooditlwu PTCI: tnadlmrce d 100(lw1412, nM 1.5, and ®o ieespermure 2P c Peak Power 1+5/-3%) Pmax '225 W Efficiency 11 18.1 % Rated Voltage Vmpp 40.5 V Rated Current Impp 5.55 A Open Cicuit Voltage Voc 48.0 V Short Circuit Current Isc 5.93 A . Maximum System Voltage UL 600 V Temperature Coefficients Power (P) -0.38% / K Voltage (Voc) -132.5mV / K Current (Is j 3.5mA / K. . NOCT 46" C +/-2e C Series Fuse Rating 20 A :4 Grounding Hole: AIM (IN) t 1-V Curve 7,0 6,0 100o:W/m4at5o°c 1000 W/0 5,0 S '4,0 1300 w/m2 `c 3,0 500 w/m? V 2,0 1,0 200 W1n9 0,0 . 0 10 20 30 40 50 60 Voltage (V) Current/voltoge characteristics with dependence on irradiance and module temperature. Tested Operating Conditions Temperature -40" F to +185" F (-40" C to + BY C) Max load 1.13 psf 550kg/m2 (5400 Pa) front - e.g. snow; 50 psf 245kg/in2 (2400 Pa) front and back - e.g. wind Impact Resistance Hail 1 in (25 mm) at 52mph (23 m/s) Warranties and Certifications. Warranties 25 year limited power warranty 10 year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating Dimensions 2X 200 17.85) 2x 577 1139)�� [22.701 2x 1200 (47.241 —._..._.- Mechanical .Data Solar Cells 72 SunPower all -back contact monoc ystalline Front Glass High transmission tempered glass Junction Box IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 (mm) - Output Cables 1000mm length cables / MultiContact (MC4) connectors Frame Anodized aluminum alloy type 6063. (black) Weight 33.1 lbs. (15.0 kg) :4 Grounding Hole: AIM (IN) t 1-V Curve 7,0 6,0 100o:W/m4at5o°c 1000 W/0 5,0 S '4,0 1300 w/m2 `c 3,0 500 w/m? V 2,0 1,0 200 W1n9 0,0 . 0 10 20 30 40 50 60 Voltage (V) Current/voltoge characteristics with dependence on irradiance and module temperature. Tested Operating Conditions Temperature -40" F to +185" F (-40" C to + BY C) Max load 1.13 psf 550kg/m2 (5400 Pa) front - e.g. snow; 50 psf 245kg/in2 (2400 Pa) front and back - e.g. wind Impact Resistance Hail 1 in (25 mm) at 52mph (23 m/s) Warranties and Certifications. Warranties 25 year limited power warranty 10 year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating Dimensions 2X 200 17.85) 2x 577 1139)�� [22.701 2x 1200 (47.241 —._..._.- 12 06.6 4X [.26) 180 17.07] I 8X 04.2 4X 231 _ _ 19.091 i Y T T T I F 2X 11.0 } 1.431 798 — 6X 754 [31.42] ` 2X 04.2 [29.691; 1.171 I I i y ILI y 1559 46 I_ 4X 322 I 2X 915 I —L 2X 199.5 fff 161.39.] (1.81 J r (12.69) 136.021 ---""111 [ 7.85 ] 4X 12 2X 1535 _ [.471 - -- [60.451 - -- - -- - L CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Visit sunpowercorp.com for details SUNPOWER and the SUNPOWER bgo are trademorks or registered trademarks of SunPower Corporation. _ sunpoWercorp.com 0 Febmcry 2010 SunPower Corporaii— All rights reserved: Specifimrrons included in this d"t"sheet are subject to change withoo mice. Doament 900160125 Rev - / LTR_EN BENEFITS Reliable and Robust Design Proven track record for durability and longevity Effective Power Range Enables most systems to use a single inverter rather than multiple units Commercial Use Flexible AC voltage output and scalable building blocks create an easy solution for commercial applications High Efficiency Weighted CEC efficiency of at least 95.5% and peak efficiency of at least 96.5% Reduced Installation Cost Integrated DC disconnect with fuses lowers material costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter i s i 0 SPR -5000m, -6000m, -7000m and -8000m SunPower SPR -5000m, -6000m, -7000m and -8000m inverters offer superior reliability and performance and can be easily integrated into residential or commercial installations. All models are backed by a 10 -year warranty. sunpowercorp.com 1-800-SUNPOWER Electrical Date String Inverters SPR -5000m SPR -6000m SPR -7000m SPR -8000m AC Nominal Power5000 W 6000 W 7000 w 7680 W @ 240 V. 141 lbs for SPR -5000m, Inverter WeigM -6000m and -7000m / 8000 W @ 277 V At Aim OuW 148 lbs for SPR -5000m, Shipping weigh 4000m and 7000m Cunm*(@ 2WK 24 A, 21A,.18A 29A, 25A, 22A 34A, 29A, 25A N/A, 32A, 29A 240V, 2771* L NEMA 3R Wall Mount ACNaminall 183-229V@208V 183-229VO208V 183=229V@208V N/A @208V Voltage /Rouge 211-264V@240V 211-264VO240V 211-264VO240V 211.-264V@240V 244-305VO277V 244-305VO277V 244-305V0277V 244-305V@277V ACFreq/Rage 60Hz/59.3Hz- 60Hz%59.3Hz= 60 Hz /593 Hi- 60 Hz/59.3Hz- 60:5 Hz 60.5 Hz 60.5 Hz 60.5 Hz Paver Factor alom6ia0 0.99 0.99 0.99 0.99 Peak hwerter 96.8% 97.0% 97.1% 96.5% CK WegMed 95.5% @ 208 V 95.5% 4208 V 95.5% @ 208 V N/A @ 208 V 95.5%@ 240 V 95.5%0 24014 96.0%@ 240 V 96.0%@ 240 V Y 95.5% @ 277 V 96.0% @ 277 V. 96.0% @. 277 V 96.0% @ 277 V. Reaonunended Maximum W.Power 6250 W 7500 W 8750 W 10000 W (Module @ STC) Votta� Ra ge 250 = 600 V _ 250-600V 250 - 600 V 300-60 0 V ak oddg VPPower Tr e 250 - 480 V 250 - 480 V 250 - 480 V 300 - 480 V DC Max. 21A 25A 36A 30A DC Vobage 16pple 4% 4% 4% 4% . No. of Fused 4 4 4 4 String fnpult Power K <7W/0.1 W Topology Low frequency. transformer Fused DC Disaormed Standard; Complies with NEC Standards Configurable in the. field with.integraled grounding kit Eledrieal Grounding I SunPowerm Solar Panels: DC circuit pos'd'wely grounded Serengeti- Solar Panels.' DC circuit negatively grounded 0 be SPRm EFFICIENCY CURVES 0% . 10% 20% 30%. 40% 50% 60% ' 70% .80% 90% 100%. % of rated output power 24. Mechanical Data SPR -5000m, SPR -6000m, ®==�� Dona W * H x D (mclres( 23.5' x 31.0' x 16.0' Urrt Dn>enarons WxHxD[adw4 18.4' x 24.1' x 9.5' 141 lbs for SPR -5000m, Inverter WeigM -6000m and -7000m / 148 lbs for SPR -8000m 0% . 10% 20% 30%. 40% 50% 60% ' 70% .80% 90% 100%. % of rated output power 24. Mechanical Data SPR -5000m, SPR -6000m, SPR -7000m and SPR -8000m Dona W * H x D (mclres( 23.5' x 31.0' x 16.0' Urrt Dn>enarons WxHxD[adw4 18.4' x 24.1' x 9.5' 141 lbs for SPR -5000m, Inverter WeigM -6000m and -7000m / 148 lbs for SPR -8000m 148 lbs for SPR -5000m, Shipping weigh 4000m and 7000m /152 lbs forSPR$OOOm 8 cooliElectronics Forced Air/ Sealed Enclosure Enclosure NEMA 3R Wall Mount Bracket Standard Ambient Tempmahme Range -13 to +113 OF Warranty and Certifications rrmHlr 10 year limited warranty 18.4" Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Part 15A&B _--- 9.5" Aliout' SunPower . Founded in 1985, SunPower Corp. (Nasdaq: SPWRA, SPWRB) designs, manufactures and delivers the planet's most powerful solar technology.. Residential, business, government and utility customers rely'on the company's experience and proven results to maximize return on investment. SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower corporation. ®July 2010 SunPower corporation. AR rights reserved. Specifications included in this datosheet are subject to change without notice. sunpowercorp.com Doannero At 001-16967 Rw"B • UNIRAC A MILTI GROUP COMPANY SolarMount Technical Datasheet Pub 100602 -ltd V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip................:................................................................................1 MidClamp....................................................................................................................2 EndClamp..........................................:.........................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot........................................................................................................................... 3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware BE SolarMount Bottom Up Module Clip Part No. 321001, 321002 Dimensions specified in inches unless noted • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: -0.031 lbs (14g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents. • Assemble with one %"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one %" flat washer • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load Ibs (N) Resistance Factor, m Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z+ 66 (292) 1 27 (119) 1 2.44 41 (181) 0.619 SolarMount Mid Clamp Part No. 320008, 320009, 320019, 320020, 320021, 320084, 320085, 320086, 320087, 320120, 320122 Mic Clan LAID DISTANCE BETWEEN MODULES Y 1 La.' x Dimensions specified in inches unless noted SolarMount End Clamp Part No. 320002, 320003, 320004, 320005, 320006, 320012, 320013, 320014, 320015,320016, 320017, 320079, 320080, 320081, 320082, 320083, 320117, 320118, 320123, 320124, 320173, 320185, 320220, 320233. 320234, 320331 onoo UIVIRAtL. A HILT] GROUP COMPANY • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac W-20 T -bolt and one'/<" -20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z+ 520 (2313) 229 (1017) 2.27 1 346 (1539) 0.665 Sliding, X± 1194 (5312) 490 (2179) 2.44 1 741 (3295) 0.620 L-► x L.s If -Mud" -- HEMW VARIES WITH MODULE TMCKNESS i I Dimensions speci kid d • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 lbs (26g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/<"-20 T -bolt and one W-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, m Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z+ 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X± 142 (630) 1 52 (231) 2.72 79 (349) 0.555 SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 310065, 310066, 310067, 310068 A 3.01 3x S1ar coa 'f HARDWARE - 11 2.01 Dimensions specified in inches unless noted :: m UNIRAC A HILTi GROUP COMPANY SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area in; 0.676 1.059 Section Modulus (X -Axis) in 0.353 0.898 Section Modulus (Y -Axis) in 0.113 0.221 Moment of Inertia (X -Axis) in 0.464 1.450 Moment of Inertia (Y -Axis) in 0.044 0.267 Radius of Gyration (X -Axis) in 0.289 1.170 [Radius of Gyration (Y -Axis) in 0.254 0.502 SLOT FOR T -BOLT Y4" HEX HEAD SCRI 2X SLOT FOR BOTTOM CLIP SLOT FO 3/8" HEX BOL .387 7 Y 1 —► X SolarMount Beam SLOT FOR T -BOLT OR 14" HEX HEAD SCREW SLOT FOR —� BOTTOM CUP 1.728 7 3.000 Dimensions specified in inches unless noted —TI SLOT FOR HEX BOLT 1.385 1.207 Y 1.875 1 —► X SolarMount HD Beam Dimensions specified in inches unless noted STRUMRAL ENGINEERS January 20, 2011 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code -Complaint Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed Uni.Rac's "SolarMount Code -Complaint Installation Manual 227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part Il: Procedure to Select Rail Span and Rail Type'.'. The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 International Building Code, by International Code Council, Inc., 2009 2. 2010 California Building Code, by California Building Standards Commission, 2011 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association; .2005 This letter certifies that the structural calculations contained within UniRac's "SolarMount Code -Complaint Installation Manual 227.3 are in compliance with the above Codes. r If you 4five any questions on the above; do not hesitate to call. ty, Paul Zacher, SE - President 8137 Sunset Avenue, Suite 120 • Fair Oaks, (A 95628 • 916.961.3960 • 916.961.3965 f • WWW.PISUON W11 TileTrac 4D Installation Manual APPLICATION: The TileTrac® attachment can be used on both composition (comp) and concrete tile roof surfaces. The TileTrac® TT -18S is in- _, \ -V4 'F' - tended for use on comp roofs and the Tiile- �/ Traces TT 1ST is intended for use on tile roofs. fj Note: The TileTrac® is not recommended for clay tile roofs. AAWARNING All Professional Solar Products (ProSolar) are engi- neered and tested to withstand stated specifica- tions (as stated on published specification sheets) when installed properly. Failure to install properly may decrease the performance of the installation. ® SAFETY All regional safety requirements should be followed when Installing ProSolar Products. All tools and equipment located on the roof should be secured to avoid falling object haz- ards. All equipment tools should be properly maintained and inspected prior to use. Any exposed studs should be protectively capped to help avoid injury. This installation manual is intended for use by professional installers with a working knowledge of construction principles. Explanation or Install Tip Important Product Performance Information Critical for Safety Use of a Rotary • Chalk linehighly Hammer drill Is reco Elrri- • Cordless rotary hammer drill with 3/8" carbide masonry bit (for concrete mended. A Rotary roof tile drilling). Hammer drill (est • Cordless standard drill with 3/16" long drill bit (for lag bolt pilot hole) retail: $5004700) reduces • Cordless standard drill with 1/4" carbide masonry bit (for breaking concrete roof tile drill time to 2 seconds. il throw composition roof shingle surface only, NOT FOR PILOT HOLE >� P � Y: ) hammapproer hammer drill (est retail: • Cordless impact wrench with 1/2" socket $250) will dramatically In, Mastic or roof sealant crease drill time to over one Use site/roof specific type minute. Use of a standard • Lumber Crayon drill will increase time to 3/16" T -handle hex key (for composition shingle roof) approx.10 minutes. • Precision electronic stud sensor • Dead -blow hammer (approx. 20 oz) Page i of 7 MeTrac 4D I nsta I lation Manual Installation steps overview 1) System layout & chalk line marking 2) Locating roof rafters along chalk lines 3a) Sea ling/attaching TiileTrac0(S-Tile Roof) 3b) Sealing/attaching TileTrac (Composition Shingle Roof) 4) Clean up/Quality Inspection Step 1: System layout & chalk line marking Prior to beginning attachment work, the system roof layout should be defined. A drawing or sketch, prior to roof work, is recommended. Upon finalizing layout, use chalk lines to mark support rail locations. The chalk lines will be used to align TileTrac® attachment points. Note: All support rails should be placed 48" apart along the module length. The rail dis- tance from the end of the module will vary based on module size. Note. When configuring Uj layout account for a 0.6" inter - module clamp space between modules and 2" for each end of the module array for end clamp spacing Chalk line —to reference support rail placement _ The 48" grid design is based on 12",16" or 24" on .center (o/c) rafter spacing. (12" x 4= 48",16" x 3= 48", 24" x 2 = 48") All product specifications are based on 48" paired support rail spacing. Proper module/rail orientation -single array sample 0.6" Intermodule clamp spacing 2.0" End Clamp spacing Page 2 of 7 Clamps must secure the module on the long end of the frame. The span of the two support rails should be 48". EXAMPLE (Using a 64" long module) AL 41 The measurements and formulas listed above are the recommended and entp neered values for the Rooffracs mount- ing systern--non-tilt up. MeTrac 4D Installation Manual For installations requiring more than one row, with no spacing between rows, the distance between adjacent rail pairs will measure approximately the length of the module less 48R. Snap chalk lines along the location of where the support rails will be placed once spacing is calculated and measured. -'- 4891 Actual spacing will be deter- mined on pattern of the roofing material to ensure a proper sea I. Step 2: Locating roof rafters along chalk lines 1) Since rafters are normally located every 48" on center (o/c), finding one reference rafter should be sufficient for approximating the lo- cation of additional rafters by measuring 48" from the center of the first. 2) If the roof eve (bottom edge of roof) is ex- posed, reference the bottom edge of the roof rafter location and use to approximate the lo- cation of the roof rafter/intersection chalk line on the upper section of roof. (EASIEST FOR TILE ROOF) If the roof has a closed or blind soffet (enclosed rafters not visible at roof edge), the nailing pattern along the fascia board (board attached to ends of rafters) may Indi- cate the rafter location at the bottom edge of the roof. pop TileTrac 4D Installation Manua I Step 3a: Attaching/ Sealing TileTrac® (Concrete Curve Tile Roof) Mark (with lumber crayon) or account for ALL holes, including small nail holes to ensure roof is properly sealed. Approximate attaching/sealing time: 5 min. per attachment. STEP 1: Select a tile in the area of the roof rafter referenced by your chalk lines. EA STEP 2: Remove the tile by push- ing and pulling the tile, usually held in place by a small nail. E3, J STEP 3: Using an electronic stud finder locate the rafter center. Mark a reference point on the tile above. Alternate methods of finding rafter center (STEP 3k Y 1) Using a dead -blow hammer, lightly tap perpendicular to the rafter until a solid sound is heard. Mark this location. 2) If attic is accessible, drnring_a nail upward beside the rafter may provide an adequate reference point. `1 STEP 4: Drill several holes (if nec- essary) to locate the exact rafter center. A 3/16" pilot hole drill bit is recommended. P5, STEP 5: Insert the lag bolt and washer through the TileTrac® and appy fresh sealant to the base. Page 4 of 7 Roofing mastic/sealant must be applied per manufacturer's specifica- tions. Mastic/sealant should be fresh and applied at room tempera- ture, as necessary. professional SOLAR product STEP 6: Install the lag bolt into the roof (cordless impact wrench rec- ommended) using a 3h" socket drive until the lag bolt is seated. DO NOT OVERTIGHTEN. The sealant should flow outward sealing any holes made to locate the rafter. a STEP 8: Replace the tile by lining up the snap lines, the tile is now ready to be marked and drilled. MeTrac 0 Installation Manua I N STEP 7: After bolting TileTrac® to the roof, slide the upper carriage into the correct position under the crown of the tile. STEP 9: Using a 3/8" carbide bit and a rotary hammer, drill through the crown of the tile at the intersection of the chalk line and the reference marks. MABefore replacing tiles, be sure ALL holes have been properly sealed, including the original N hole used to hold the tile in place. ryc�ec9q, A Rotary Hammer Drill re- duces concrete roof tile drill ! „ time to approx. 2 seconds. A hammer drill will dramati- cally increase drill time to over one minute. Use of a standard drill will Increase time to approx.10 min- utes. See www.prosolar.com/ tiledrill.htm for demonstration. STEP 10: Insert the threaded shaft through the tile into the upper carriage. Bind two 3/8" nuts (provided) using two opposing 9/16° wrenches and tighten to 14 ft. lbs. Water flows through the valley (lowest point) of the tile, not the crown (highest point), which virtually eliminates any chance of water leakage through the the attachment. The crown of the tile is the strongest point and will not break when properly drilled. Avoid attaching/dri I ling in the valley of the file to prevent water/debris build-up which may lead to leakage. Page 5 of 7 STEP 11: Appy UV rated sealant around the threaded shaft and com- press with a 3/8" washer included in the kit. The 3/8" box -end wrench can be used for this. TileTrac 0 Installation Manua I STEP 12: Apply UV rated sealant around the top of the washer to com- plete the waterproof tile seal. Now the tile is completely waterproof. Step 3b: Attaching/ Sealing TileTrac® (Composition Roof) STEP 1: Using a precision stud STEP 2: Drill a 3/16" pilot hole to STEP 3: Apply a generous amount finder, locate the absolute center of depth of the lag bolt. of fresh sealant. the rafter. Mark with a crayon/chalk. See section 3a Install lip for additional methods for locating rafters. Use of a 1/4" carbide tipped drill bit for breaking through the rough. composition shingle surface only (not for pilot hole) will avoid premature pilot hole drill bit wear. The, use of two drills—one for breaking through surface, one for pilot hole drill- ing -4o decrease drill time is recommended. Page 6 of 7 Roofing mastic/sealant must be ap- plied per manufacturer's specifica- tions. Mastic/sealant should be fresh and applied at room temperature, as necessary. JE STEP 1: Using a precision stud STEP 2: Drill a 3/16" pilot hole to STEP 3: Apply a generous amount finder, locate the absolute center of depth of the lag bolt. of fresh sealant. the rafter. Mark with a crayon/chalk. See section 3a Install lip for additional methods for locating rafters. Use of a 1/4" carbide tipped drill bit for breaking through the rough. composition shingle surface only (not for pilot hole) will avoid premature pilot hole drill bit wear. The, use of two drills—one for breaking through surface, one for pilot hole drill- ing -4o decrease drill time is recommended. Page 6 of 7 Roofing mastic/sealant must be ap- plied per manufacturer's specifica- tions. Mastic/sealant should be fresh and applied at room temperature, as necessary. professional SOLAR produ ft 4] STEP 4: Install the lag bolt and washer into the roof (cordless im- pact wrench recommended) using a %" socket drive until the lag bolt is seated. DO NOT OVERTIGHTEN. The sealant should flow outward sealing any holes that were made to locate the rafter. Tildrac 0 Installation Manua I STEP 5: After bolting TileTrac® to the roof, slide the upper carriage into the desired position. Step 5: Clean up/ Quality Inspection Clean -Up: Account for all tools and clean area as necessary. Quality Inspection: Contractors are advised to perform a final attachment quality inspection prior to installing the RoofTrace mounting system to ensure all attachments are properly fastened. Page 7 of 7 Rev 112810 STEP 6: Thread the short cup head stud into the upper carriage with a hex keyy and tighten to 14 ft/lbs. The nut/washer combination will be installed after the support rail is in place. Repeat steps 1-6 until all TileTrac® attachments are installed, then refer to the RoofTrac® installation guide for the support rail and mod- ule clamping installation steps. Make sure all installation crew members on the roof are mind- ful of protruding roof attach- ments to prevent tripping. All installation crew members should utilize proper safety equipment when installing a solar system. Thud ply ted tib les 101T IeTl .. c side JkX ra c U.S.j l,s j Upfip f04 ° Patent; 115,146,029 P • • • t • t 0� �. Teste Tile Roof Structural Attachment NEW STAINLESS STEEL TILE FLASHING ►r The patented TileTra(© attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability. Design results in the best looking systems in the industry. Tile Trac ° for s -curve concrete the (6" Tall Threaded Stud) 1 Tile Trac for, f7act concrete file 0" Tall Threaded Stud) Benefits of TileTrac• • Easiest and lowest cost waterproof the roof • Includes Stainless Steel the flashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single lag • Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength • 3rd party lab waterproof and load tested • large roof surface contact area evenly • Comprossion sealed at underlayment and top distributes load of tile ' • • The Tile Trac ° Design • Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the tile (the crown) where water does not flow. Without TileTrac Suppon I ` i' Not structurally t Rafter attached to the rafter With TileTrac® water Flows "i Crown f/ Sealed at top of file in the Volley of the Tile of the Tile (optimum) Support Rail I 1 - r J W ` Sealed at - underlayment IT TileTrac® -- assembly A' structurally Rafter attached to the rafter Installation steps for both s -curve andflat concrete tile* STEP 1: Select a file in the area of the roof rafter. rF t Drill 3/16" pilot hoh. Step 4: Seal the initial lite rail hole. Using a 3/16' drill bit and drill guide (F1Drill), dril pilot hole along the rafter center ft Is usually held in place by a small nail. Step 5: Inert the log bah and washer through the TileTroco and apply fresh compatible sealant to the base. Step 1: After baNing the base to the roof, side the upper carriage Step 8: Replace the file by lining up the snap lines Into the correct position under the cram of tie file. For Flat file, and mark the drill location accordingly. slide the upper carriage near the mime of the file. Il' nuts to lop of stud prior to roof work WA STEP 3: Uig an eledronn stud finder (recommended), or other means, locate the roper center. Mark a reference poant on the Ela share. -� Ti Dse o cordless *act wrench Step 6: Using a 1/2' sodret, install the log Wt udl seated. Do not ovedighten. The sealant should flow outward swfirgi any halos. Use a Rotary Hommer drill for a 5 second drill time. Step 4: Using o 1/2' carbide drill bit and ROTARY HAMMER DRILL in hammer made, drill through the tile. See online video at www. prosolor. corn for details. Step 10: Insert threaded stud through file end hand -tighten Step Il: Unbind nuts and remove from stud. Apply Step 12: Foston rail with lower and upper to engage with bose. Bind two 3/8' nuts (included) using sealant around stud atthe opening and compress 3/8" nuts/washers as shown. 4/16' wrenches and tighten. with Stainless Steel flashing (included) until seated. *Not recommended for clay or slate files. OO Professional Solar Products, Inc. Mar. 2011. TileTrac*is a registered trademark and covered under Pat, #5,746,029 Product Data Sheet DU222RB SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R Technical Characteristics SQUARE a bySchneICIO EIcccrIc List Price $353.00 USD Availability Stock (tern: This Ron is normally stocked In our distribution faciity. Number of Poles 2 -Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #10 to #2 AWG(AI) - #14 to #2. AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed File Number E2875 Enclosure Rating NEMA 3R Enclosure Type Rainproof and Sleet/Ice proof (Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non -Fusible Mounting Type Surface Shipping and Ordering Category 00106 - Safety Switch; General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTI14 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. Retumability Y Country of Origin MX As standards, specifications, and designs change from time to time, please ask for confirmation of the Information given in this document. Generated: 04/11/2011 13:50:59 ® 2011 Schnekier FJekdit. Ali righffi reserved. Schneider VElectric SOLARMOUlhrrm Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC -1 (IN us CoeArnro so k sr.mara ar WEEBLug Stainless Steel Fiat Washer (WEEB) Clips and lugs ate sold sepa mt*. Figure 28. UGC -1 layout for evert and odd number of modules in row. "X" denotes places to install UGC -1. Top 4 Comps Module T -bolt o Lj �r UGGI �Lr SolorMount® rail (onY type) Fk=27. Insert a bolt in the abuninunt rail or through the dearnnae hole in the stainless steel flat washer. Place the stainless sled flat washer on the bol; oriented so the dimples will contact die ahuninum rail. Place the hig portion on the bolt andstairde s steel flat washer. Install stainless steel flat washer, b& washer and runt 77ghten the nut until the dimples are completely ernbedded into the rad and lug. The embedded dimples make a gas-tight medumical connection and ensure good demmil connection between the ahaninurn nail and the lug through the WEEB. Even NumberofModules in row Odd NumberofModules in row Figure26. Sade lV C -I groandb4B dip fnto top mous ftslotof nail. Torque modules in pias —top of dfp. Nfs wmpenraate res anod- iaatlon and awnegroandiggpath duoggh roil (see Pig. 3, nevose side). WEEBLug ount®rod .�^ (any type) Pub 100413-2cc on 201 1118UNIRAC 02010bbyyUnfraa°Inc. A HIUI GROUP COMPANY All tights reserved. S. ceit!t 4 4 a" P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT RESIDENTIAL PLAN CHECK CORRECTION LIST (SOLAR) DATE: NOVEMBER 8, 201I STATUS F1RStREVIEW PLAN CHECKED BY: AJ ORTEGA TELEPHONE NUMBER: (760)777-7018 (760)777-7012 FAX (760) 777-7011 ADDRESS: 79-645 CETRINO DESCRIPTION: PV SOLAR SYSTEM APPLICANT: DOUG GRFFITH PLAN CHECK #: 11-1193 This submittal has been checked for compliance with the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes, and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: 1- SOLAR (REDLINED) PLAN 2- UNMARKED PLAN SET 1- CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: 1- SOLAR (REDLINED) PLAN 1- CORRECTION LIST w/responses 2- REVISED PLAN SETS 1- ASSESSORS SITE/FLOOR PLAN 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 3 SECTION A - GENERAL Provide a Sheet Index, Vicinity Map (with north arrow covering at least a two -block area), Assessor's Parcel Number (APN) and a Complete Legal Description on the first sheet of Plans. Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and �'}f telephone number and wet -signature. If the preparer is a licensed architect or engineer, alldocuments 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. ,raj Note on Plans: "All construction shall comply with the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code." Remove notes referencing other Codes. J &E �-_Ow SECTION B — SOLAR I. General Reconcile noted information shown on single line diagram. See 1" review redlined plan. Please provide a response for each item, either on returned redlined plan or in letter. ' G� JC`c � 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 total system voltage is not being shown corrected per factors In Table 690.7. (31 to 23 Degrees —1.12) d(- , O'�v {.2<The Circuit conductors and Overcurrent devices 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 on plan is not being shown as corrected accordingly. Please provide conductor sizing schedule showing all NEC adjustment factors. )fit, 41,wc/ III. Disconnecting Means 11 No corrections apply. IV. Wiring Methods 11 All PV system wiring must be made using one of the specific installation/materials methods included in the (CEC §690.31, Chapter 3) Run locations not specified on single line diagram, please show locations on site plan or specify on single line diagram. U t a -'Where the number of current -carrying conductors in a raceway exceed three (3) the allowable ampacity of each conductor shall be reduced as shown in Table 310.15(B)(2)(a). (CEC §310.15(B)(2)) Adjust accordingly. fW C1/*rkrJ1 3j�Conduits exposed to sunlight on rooftops, where conductors or cables are installed, the adjustments shown in f Table 310.15(B)(2)(c) shall be added to the outdoor temperature to determine the applicable ambient temperature for application of the correction factors in Table 310.16. (CEC §310.15(B)(2)(c)) Adjust conductor sizes accordingly. 1., ,h,—r� �/ Residential Plan Check Correction List (SOLAR) Page 2 of 3 City of La Quinta Conductors installed within raceways located in wet locations, either above grand or underground, shall comply with 310.8(CCj�CE�C §300.5(B) and 300.9) Conductors specified on plan are not suitable for wet locations. ,�kt vv Where direct current photovoltaic source or output circuits of a utility -interactive inverter from a building - integrated system are run inside a building, they shall be contained in metallic raceways or enclosures. -(CEC §690.31 (E)). Revise plan accordingly. J& V. Grounding 1-11 ,1) Grounding information not shown on plans. System grounding, Equipment grounding, Equipment bonding and Array grounding shall be designed and specified on plan per Californ:P1- '12rspecifylectric 1 Code Article 690, Part V. Fully specify all required information and design on plans. � a size for do grounding electrode conductor per CEC §250.166, 690.41. 4ate VI. Marling, Connection to Other Sources, Storage Batteries and Systems Over 600 Volts Provide schedule with the location of all required markings and labels for the proposed photovoltaic system. (CEC §690) Please update signage sheet per 2010 California Electrical Code requirements and identify where each sign shall be placed. -* a4kw SECTION C - STRUCTURAL 1) No corrections apply. SECTION D - MISCELLANEOUS COMMENTS 1 i Red marks on Plans, even if not specifically mentioned in this list, indicate items needing corre=AW/ evise Plans as necessary and provide written response, rioting where correction can be found. �R� �}? 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. /W ar END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. e Residential Plan Check Correction List Page 3 of 3