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11-0502 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: X11-00000502 Property Address: 49810 RANCHO SAN JULIAN APN: 649-610-014-14 -28964 Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 51000 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm. under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals ode, and my License is in full force and effect. License lass: C46 ense No.: 672221 ate:—/z2 r ontrac[or: 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, 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' StateLicenseLaw 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.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , 8.&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 Owner: PYLE STEPHEN & DELIA 49810 RANCHO SAN JUL LA QUINTA, CA 92253 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 D�lr,..1 U Date: 5/26/11 ZD AB`E,TH, r� i n, [ 2u 11 CITY OF ►-A QUIPIT'A ------------------ 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 perfor am nce of the work for which this permit is issued. F, V -I have and will maintain workers' compensation insurance, as required by Stiction 3700 o e'Lab@f; - Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number •1641724-2009 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 orkers' compensation provisions of Section 3700 of th or Code, I shall forthwit ply with those provisions. - /: `ZZ Applicant: 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 actor 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 o co ply with all city and county ordinances and state laws relating to building construction, and hereby au tepresentatives of this co my to enter upon the above-mentioned property for inspection purpos �ign na (Applicant or Agent): Application Number . . . . . 11-00000502 Permit ... . SOLAR PERMIT Additional desc.. Permit Fee . . . . 22.50 Plan Check Fee 5.63 Issue Date Valuation 51000 Expiration Date 11/22/11 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 11/22/11 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 -- 6.5kW SOLAR ARRAY - (33) 225 WATT SUNPOWER PANELS W/ (1) 7000W SUNPOWER INVERTER.[442SF] 2010 CALIFORNIA ELECTRICAL CODE. May 26, 2011 4:23.:15 PM.AORTEGA ---------------------------------- ------------------------------------------- Other Fees BLDG STDS ADMIN (SB1473) 3.00 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 3.00 .00 .00 3.00 Grand Total 59.26 .00 .00 59.26 LQPERMIT Bin,# • City of La Quints BwVmg 8r Safety. Division P.O Boz 1504, 78.495 Calle Tampico La Qufnta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Pemdc # j y PrbiectAddress: 49810 Rancho San Julian Owner's Name: Stephen Pyle A. P. Number. 649610014 Address: 49810 Rancho San Julian Legal Description: Single Family Home City, ST, Zip: La Quinta, CA Contractor. Solar Distributors Inc. Address: 73820 Dinah Shore Dr. Telephone: Project Description: 7.425 kW Solar System City, ST, Zip: Palm Desert, CA 92211 Telephone: 760-898-0234 ME -11. p.; ' State Lic. ail : 672221 City Lic. #; fi •� q Ifs Arch., Engr., Designe Address: City, ST, Zip: Telephone %� .<,� %'' State Lic #: Name of Contact Person: Z• 76©—.4.ZtA-- `44O Construction Type: Occupancy: Project type (circle, one): New Add'.n Alter Repair Demo S . Ft.: 9 #Stories: H Units: Telephone #. of Contact_Person: 76.0-t93MM 140ki-• 2J� 0,0 Estimated Value of Project: 51,000 APPLICANT: DO NOT WRITE -BELOW THIS LINE q Submittal Req'd Reed TRACKING PERMIT FEES Pian Sets Plan Cheek submitted item. Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit ^ Truss Cites. Called Contact Person Plan Cbeck Balance • Title 34 Cala. Plans piekid up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'! Review, ready for correcfionslissue Electrical yZ,� Subcontactor List Called'Contact Person Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7r .Review, ready for correctlopvl=15 Developer Impact Fee Planning Approval Called Contact Person %tL A.LP.P: Pob. Wks Appr Date.o[permit.issue School Fees Total Permit Fees SIVA" q- cm*rv- 0"A**,4 Q L' tar ?', d u ! ', <' +-' j S •, r . Rdial�eTmid Rolwst POW' Proven trade record !or`durailityj and Iongevtl., e x �lfdfYe Poinret Range ` Enables;inost systems;to use:a single; mverte�:�ather Than mulhple}umts Commercial Use 1; , ,t t�,, , Flexible'AC voltageoutput ar}d scalakile I-: Old" blocks`create an easy solution for commercial'applications High Eifidific : Weightec! CEC efficient of at least"95 5% nd peak'efficie' ncy v A Y C of at least 96 5% Reduced In stallahon;Cost77. Integrated DC disconnect with fuses lowers matenq) costs and labor reauirement5 Attractive Aesihetics Integrated disconnect -eliminates need for Osible:'conduits to irirerier Std ^ SPR=5000'm, 6000m, 7000n 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. ji sunpowercorp.com 1-800-SUNPOWER 0 W ? Electrical DataM .•. -Mechanical Data ~ Shing Inverte,rs. - SM -5000M SM-60011ko SM-00tin SR-8fl0m _. n. SPR -5000m, SPR -6000m, AZHklarorily ; �! ` 6000 W 7000 w 7680 W @ 240 V SPR -7000m and SPR -8000m i 8000 W @ 277 V - x'� Y�. Camsee 208V 24 A, 21A, 18A 29A, 25A, 22A 34A, 29A, 25A N/A, 32A, 29A H�3` �'2YM i WzN:D 23.5'x31Vx 16:0' 't r 1, � � ( AChominhi 183-229V@2ASV 183-229V@208V 183-229b@208V N/A @208V �3�y k pti te Yafloge/Qm®e .211-264V@240V 211-264b@240b 211-264b@240V 211 - 264 V @ 240V � c�l�• 244-305V@277'V ' 244-305v@277V 244-305V@277V 244-305V6277V D AC WxH:Dyi�e� 18.4'x24.1'x95' iyn �uv "/ft W 60l4z/MHz- 6o Hz/59.3Hz- 60ttr/59.3Hz- 60 Hz r? . 60.5 Hi 60.514z 60 5 Hz 60.5 Hz w I Pbwv Farlor 0.99 0.99 0.99 0.99 f. b� 141 lbs for SPRSOOOm, f (`t Peak 4rverter I - leverfer Weigh ' -6000m and -7000m 148 lbs for SPR -8000m andency 96.8% 97.0% 97.1% 96.5%'V !95.5% @ 208 V 95.5% @ 208 Y 95S% 208 Y r r�C Waigbmed WA @ 208 Y 148 lbs for SPR -5000m, 95.5% @ 240 V 95.5% it 240 V 96.0% @ 240 V 96.0% @ 240 V Slipping & - ! 953% @ 277 V 96.0% @ 277 V 96.0% @ 277 V 96:0% @ 277 V Weigh -6000m and 7000m t ,` 4 ; /l52 lbs IorSPR-8000m %F ZKO"Inlended ik:C pt Majdatinn PV tower 6250 W 7500 W 8750 W 10000 W }tr. ' (Module 0 SM Forced Air / Seated t - Electronics Endgsure ' OC 1n1PVt 250 - 600 V 250 - 600 V 250 - 600 V 300 - 600 V Voltage Range r Faure NEMA 3R !4 ;. T-d*V Volsage Mounting 250 - 480 V 250 - 460 V 250 - 480 V 300 - 480 V Wall Mount Powiff +. A Bracket. Standard bc 21A 25A 30A 30A �r. Arnbienit DC Vahage IGpple 4% 4% 4% ' 4% -13 to +113 °F ia` a No. of Fused 4 4 c S" koft4 4 r ' Power ConaanpGorc Operdtiaine: <7W/0.1 W Warranty and Certifications Topology Low frequency transformer Warranty 10 year limited warranty Fused DC 07saonned Standard; Complies with NEC Standards • ' Compliance: IEEE -929, Configurable in the field with integrated grounding kit: CerBfaotiols IEEE -1547, UL 1741, Eked Grounding SunPowere- Solar Panels: DC circuit positively grounded UL 1998, FCC Serengeti- Solar Panels: DC circuit negatively grounded Part 15 A&B SPRm EFFICIENCY CURVES 18.4' 95" 10950 � 2sowd� , w i; 9013tov ' y 1480 Vdf 1 i EE 851.:. L mom. 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of rated output power - "A ut SunPOwrer a Founded in 1985, SunPower Corp. (Nasdaq: SPWRA, SPWRB) designs, manufactures and delivers the planet's most powerful solar technology. Residential, buslness,.government and utility customers rely on the company's experience and proven results to maximize return on investment. '- Sl1NPOWER and the SUNPOWER logo are trademarks ar registered aa&M& of Soni` a cowmlion. su n powercorp. com .'�•r ®July 2010 Sun%a Gorporaiian. All dghb reserved. Specillwians Induded in 11,13 datcsheet are subject lo chonga without nalim. Documtmt f 001-16947 Re.•B , . y { T F � 0Y i *k � Su�nSPowef'"' Pa*nets ate ite most effluent photovolbic panels ion the h market Aaad11 lrgn U��q0-3 ue design ,combines high lhciency and'a sleek; blank appearance to blend \ 4 e �( y'•- "h t7 - ,,,e 1 p Ch'T l YF9 elegantly^�� the roof' g y• yfi :. Mbne Power 4 ; Cw� ,!pels produce more power m 4 A, same',amount of space --up yb 50°/a more than convenhonal'design an d 4Y it c �r r 4"0100% more,,thon,flan film solar panels ' Reliable cnd Robust Design ' Proven materials'tempered front glass; rixi 4 ; and a sturdy anodi . zed 'frame cllow ' d � Poll mounting confiaurahons 9., t i 0 SERIES The Surft erlm M signature blackDA solar paw provides a revoluf1wory aornMnalion of high efficiency and attractive, sleek appearance, Utilizing 72 back -contact 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 vohage#emperature coefficient and exceptional lowaight performance attributes provide outstanding energy delivery per peak power watt. SunPowees High tkency advantage 15% W14% 10% 10% _... . 5% e 0% Thin Film Conventional r SunPower 4 E 19 Series 2X .30 2X 577 8X 2'4.2 ;22.701 798 2X [.171 Pb 1iAX 39.2 1,39i L __ _ , 2X-, 915 12.691 136.02 4X 12 2X 1535 CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Visit sunpoWercorp.com for details 17.071 4X 231 2X iLU f.431. 6X 754 A f29.69J T2X 199.5 17,95 { SUNPOWER and " SUNPOWER boo -d=wb CW.W .1 UA%. Carpmaion. sun pqwercorp.com .42188 RMC alt_EN 7 On- AMMWjF A1fi14d1ddMftrM*M2rC P&APowe, =5w 7.0 Is -IS i AA iiix Riled VAW:. VeM 41AV 5.0 Raled C=d v SA9A 4.0 NOW/to Mwlto 0p-G-e,*v4W voc .48,5V. 3.0 Soo w/f"? Shaft circuit Current 16C .5.97 A 2.6 MMdMuM System 600 v 1.0 MW 200*/W i10 - Cea Power M 4).38%/K 0. 10 20 1 30' 40 so 60 MAW'IVj .1 32,5mV K V*bWm Currant (1sj 3.SmA / K an imdimas and coo" ttempsnotme. NOCT d6° C 42- C eded" T "M Qft Series Fuse Rating 20A • Temperature -40° F to +185° F C b, + 85° C) 'ax 113 psf 5501g1,,P (5400 Pa) h—eg. snow, Me&cffioal Ddla Mload 50 04 245kole (2" Po) fiort and b6& — e.g. wind; Solar Cells* 72 SunPower'all6cick caidai:f Monacrydalline Impad Resistance 1­16il I In (25 mm) at 52mph (23 m/s) Front Junction Box IP -65 rated with 3 bypass diodes waffanfm iIom Cerffications -Dimensions: 32 x 155 x 128 (mm) Output Cablei I 000mm length cables Mu(fiC=W W41 connectors Warranties 25 year limited power warranty Frame Anodized aluminum alloy type 6063 P)locltj 10 year limited product warranty Weight' 33.1 lbs. (15.0 kg) Certifications Tested to I.K 1703. Class C Fire Rang G—, &q Hob. 2X 200 24X • 1700 _j 1, _ I .. . ! � !A714, , - MM (IN) (7.851 4x ISO 2X .30 2X 577 8X 2'4.2 ;22.701 798 2X [.171 Pb 1iAX 39.2 1,39i L __ _ , 2X-, 915 12.691 136.02 4X 12 2X 1535 CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Visit sunpoWercorp.com for details 17.071 4X 231 2X iLU f.431. 6X 754 A f29.69J T2X 199.5 17,95 { SUNPOWER and " SUNPOWER boo -d=wb CW.W .1 UA%. Carpmaion. sun pqwercorp.com .42188 RMC alt_EN 7 professional SOLAR product 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. O 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. Tool List MeTrac 0 Installation Manual APPLICATION: The TileTrac® attachment can be used on both composition (comp) and concrete the roof surfaces. The TileTrac® TT -18S is in- tended for use on comp roofs and the Tile - Trac® TT -18T is intended for use on the roofs. Note: The TileTrac® is not recommended for clay tile roofs. Symbol Legend Explanation or Install Tip Important Product Performance Information Critical for Safety • Chalk line • Cordless rotary hammer drill with 3/8" carbide masonry bit (for concrete roof tile drilling). • Cordless standard drill with 3/16" long drill bit (for lag bolt pilot hole) • Cordless standard drill with 1/4" carbide masonry bit (for breaking through composition roof shingle surface only; NOT FOR PILOT HOLE) • Cordless impact wrench with 1/2" socket • Mastic or roof sealant Use site/roof specific type • Lumber Crayon • 3/16" T -handle hex key (for composition shingle roof) • Precision electronic stud sensor • Dead -blow hammer (approx. 20 oz) Page 1 of 7 Use of a Rotary Hammer drill is highly recom- mended. A Rotary Hammer drill (est. retail: $500-$700) reduces concrete roof the drill time to approx. 2 seconds. A hammer drill (est. retail: $250) will dramatically in- crease drill time to over one minute. Use'of a standard drill will increase time to approx. 10 minutes. professional TileTrac Som. products Installati®n Manual 1) System layout &.chalk line. marking 2) .Locating roof rafters along chalk lines 36) Sealing/attaching TileTrac® (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 V 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" z 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 2.0.',End Clamp clamp spacing 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) 3" 64" professional SOLA products The measurements and formulas listed above are the recommended and engi- neered values for the RoofTrac® mount- ing system—non-tilt up. TileTrac 0 In0allati®n 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 48". Snap chalk lines along the location of where the support rails will be placed once spacing is calculated and measured. 48" Actual spacing will be deter- mined on pattern of the roofing material to ensure a proper seal. .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. Page professional Som products, Tildrac' Installation Manual 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 .A properly sealed. Approximate attaching/sealing time: 5 mina per attachment. STEP 1: Select a tile in the area of the roof rafter referenced by your chalk lines. STEP 2: Remove the the by push- ing and pulling the tile, usually held in place by a small nail. STEP I Using an electronic stud finder locate the rafter center. Mark a reference point on the tile above. Alternate methods of finding rafter center (STEP 3)t 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, driving a nail'upward beside the rafter may provide an adequate reference point. STEP 4: Drill several holes (if nec- essary) to locate the exact rafter center. A 3/16" pilot hole drill bit is recommended. STEP 5, Insert the lag bolt and washer through the TileTrac® and apply 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 TileTrace sow products 'Installation Manual STEP 6: Install the lag bolt into the STEP 7: After bolting TileTrac® to roof (cordless impact wrench rec- the roof, slide the upper carriage ommended) using a W socket into the correct position under the drive until the lag bolt is seated. DO crown of the tile. NOT OVERTIGHTEN. The sealant should flow outward sealing any holes made to locate the rafter. STEP 8: Replace the tile by lining up the snap lines, the tile is now ready to be marked and drilled. Before replacing tiles, be sure ALL holes have been property sealed, includingthe original hole used to hold the file in place. ry����P A Rotary Hammer Drill re- duces concrete roof tile drill s 6 ,S 1` time to approz. 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 9: Using a 3/8" carbide bit and STEP 10: Insert the threaded shaft a rotary hammer, drill through the through the tile into the upper carriage. crown of the the at the intersection of Bind two 3/8" nuts (provided) using the chalk line and the reference two opposing 9/16" wrenches and marks. tighten to 14 ft. Ibs. 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 tile attachment. The crown of the tile is the strongest point and Will not break when properly drilled. Avoid attaching/drilling in the valley of the tile to prevent water/debris build-up which may lead to leakage. Page 5 of 7 professional Som products _4 P �w ar STEP, 11: Apply 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. Tildrac� Installation Manual 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 finder, locate the absolute center of the rafter. Mark with a crayon/chalk. See section 3a Install Tip for additional methods for locating rafters. w STEP 2: Drill a 3/16" pilot hole to depth of the lag bolt. 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 to decrease drill time is recommended. Page 6 of 7 STEP 3: Apply a generous amount of fresh sealant. 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' .products , e lildrac' Installation Manual �f ti70 Ef • STEP 4: Install the lag bolt and STEP 5: After bolting TileTrac® to washer into the roof (cordless im- the roof, slide the upper carriage pact wrench recommended) using into the desired position. a W socket drive until the lag bolt is seated. DO NOT OVERTIGHTEN. r The sealant should flow outward ' sealing`any holes that were made to locate the rafter. STEP 6: Thread the short cup head stud into the upper carriage with a hex key 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 RoofTracs installation guide for the support rail and mod- ule clamping installation steps. Step 5: Clean up/ Quality Inspection Clean -Up: Make sure all installation crew Account for all tools and clean area as necessary. members on the roof are mind - ful of protruding roof attach - Quality Inspection: ments to prevent tripping. All q _ Contractors are advised to perform a final attachment should utilize proper safety equipment when installing a quality inspection prior to installing the RoofTrac® solar system. ' mounting system to ensure all attachments are properly . fastened. , lildrac' Installation Manual �f ti70 Ef • STEP 4: Install the lag bolt and STEP 5: After bolting TileTrac® to washer into the roof (cordless im- the roof, slide the upper carriage pact wrench recommended) using into the desired position. a W socket drive until the lag bolt is seated. DO NOT OVERTIGHTEN. r The sealant should flow outward ' sealing`any holes that were made to locate the rafter. STEP 6: Thread the short cup head stud into the upper carriage with a hex key 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 RoofTracs installation guide for the support rail and mod- ule clamping installation steps. Step 5: Clean up/ Quality Inspection Clean -Up: Make sure all installation crew Account for all tools and clean area as necessary. members on the roof are mind - ful of protruding roof attach - Quality Inspection: ments to prevent tripping. All installation crew members Contractors are advised to perform a final attachment should utilize proper safety equipment when installing a quality inspection prior to installing the RoofTrac® solar system. ' mounting system to ensure all attachments are properly . fastened. , Page 7 of 7 Rev 112810 a. .0U\IRAC MLP SolarMount Technical Datasheet Pub 100602 -ltd V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip........................................................................ MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot.................................:.........................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 321001, 321002 Washer Bottom hidiien s ` Nat , Up Clip no a;: r Beam 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 Itis (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (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) 27 (119) 2.44 41(181), 0.619 SolarMount Mid Clamp Part No, 320008, 320009, 320019, 320020, 320021, 320084, 320085, 320086, 320087, 326120, 320122 Mid Clam Lao OSTANCE BETWEEN MODUUES Y---- ---_. -- --..._ - - t IX 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 wUNIRAC n 141111 aRf"If, ,.,Ar.im) • 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 Y•"-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± 1 520 (2313) 1 229 (1017) 1 2.27 346 (1539) 0.665 Sliding, X± 1 1194 (5312) 1 490 (2179) 1 2.44 1 741 (3295) 10.620 ► A ---- MOJDAIM HEIGHT VARIES rTF wm+ MODULE fl+loi D�Ess Dimensions speci 55d • 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'/<" -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 j 79 (349) j0.555 SolarMount Beam Connection Hardware SolarMount L -Foot Part No: 310085, 318666, 310067, $10068 ►X 3M ncsarwn �GIWtDWItRE E[F. zm Dimensions specified in inches unless noted Q N UNIRAC i �9U1 c,pneN.. 1`�A^n9Y • L -Foot material: One of the following extruded aluminum alloys: 6005- T5,6105 -T5,6061 -T6 005 - T5,6105 -T5,6061 -T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L -Foot weight: varies based on height: —0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized goft UNIRAC documents L -Foot • For the beam to L -Foot connection: • Assemble with one ASTM F593 3/s"-16 hex head screw and one ASTM F594 Wserrated flange nut * Use anti -seize and tighten to 30 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 NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Sliding, Zt 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707(3144), 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325(5893)1 2.46 2004(8913)1 0.615 Traverse, Xt 486 (2162) 213(949)1 2.28 323 (1436) 0.664 So AR'Mou Technical Datasheets ; SolarMount Beams Properties Units SolarMount- 1 Beam Height in 2.5 t • 3.0 i • plf 0.811 1.271 s Total Cross Sectional Area in' 0.676 _ 1.059 Section Modulus (X -Axis) in3.. 0.353 0.898 Section Modulus (Y -Axis) all in 0.113 0.221 Moment of Inertia (X -Axis) in -0.464, 1.450 Moment of Inertia (Y -Axis) •in4 0.044 0.267 Radius of Gyration (X -Axis) , in '' 0.289 1.170 Radius of Gyration (Y Axis) h ', in 0.254 0.502 Properties Units SolarMount- SolarMount HID. Beam Height in 2.5 t • 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 s Total Cross Sectional Area in' 0.676 _ 1.059 Section Modulus (X -Axis) in3.. 0.353 0.898 Section Modulus (Y -Axis) all in 0.113 0.221 Moment of Inertia (X -Axis) in -0.464, 1.450 Moment of Inertia (Y -Axis) •in4 0.044 0.267 Radius of Gyration (X -Axis) , in '' 0.289 1.170 Radius of Gyration (Y Axis) h ', in 0.254 0.502 r SLOT. FOR T -BOLT OR 1.728 14" HEX HEAD SCREW r SLOT FOR T BOLT OR ' V4" HEX HEAD SCREW 32X SLOT FOR `w SLOT FOR BOTTOM CLIPBOTTOM CLIP 2 • 3f .500 - t f 3.000 1.316 LM t SLOT FOR , 3/8" HEX BOLT O ' SLOT FOR 1.385 s , ` 18 HEX BOLT. .387 .750 _ .� 1.207 f Y " 1.875 SolarMount eam' SolarMount HD Beam w Dimensions specified in inches unless noted Attn.: Engineering Depwinient, Re: Engineering Certifacatiori for Uniltac's SolarMounl Code -Complaint Installation Manual 227.3 HS13,.1ne.-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 II: Procedure to Select Rail Span -'and Rail Type". The procedures are used to deteribine 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 L 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, 2605 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. If you ve any questions on the above,, do not hesitate to call. Sincely. Paul Zacher, SE - President 8137 Sunset Avenue, Suite 120 • Fair Ooks, CA 95628 • 916.961'.3960 • 916.961.3965 f • WWWTISIXOM S� MOUNT. Top Mounting Un Rac Grounding•Cl ps and WEEBLugs - 225.6 ucG1 nx LboU tib - `i , gFrgta�e 26. mz&t/GG1 gnuraedufg . UGC-1conftmw""1'F)fm�InO7Dftf1{gilOt Ofrrrjl. � lbrquemoduln tnplaae an mPof to t dFp Nibs wfIIptrtei7nate rtrII areod Yl �dfi7 - ;� r° x- biblPOtl'QAdQM4$fOrRtd<Ir$pGfl! . _ _ E'"'.�... • .<""'" """'- �� thiortgh e� [ae F7g. 9, rctiase dde). , SoIwMounS®raI (cm NPe) W`- i a .Y - t Fijgra4e27 bQbolrUlthe C' t' EEBLUi �ti f` v } clumenrun mlorduoughdeey � n• � £ a. 't; t � �t•-.--�,`l[Ol�t_fllvt�SrE—StID111FSSd0001. . • • ti .;. �i r). .iY � } � 4J, �f •• S r �) ami �' YY � Y� 1'l(ittVQSheI`plQCe theEminIeassteel • � � '" • E, r � �. �a ,�, �.�.:i4`t� ..c:�`". � qtr,, �flQtWQdtlP7.Dni�rC210�l,OrrEnt�� '' •r 5 �;,.r �,•� ti so the dunpieawiIlorintauthe�� . t , i. QlGrraniQn i�. Flane the 11{g pOrtwn . • . r \ ",p 5f 1., �On the bolt Qrtd stmnless steel f tat t r w `, sf `v' 5 -[.: a 11,�.,w f,.k rVQSh2rjndtQIlFS[QUI�CSSEb�RQt k t �Y /}.++acs *J 1 ' 1 Y' / WQbhe1; lQtlCtVOShera<IdnllL it wKSWg A,j47Ygtttenthe nut50 unitl the danplev Qrn RZP"i "�"� { '�nndWg llreembeddeddimpfesmake �' 'StoiN6S4SteelRat 4 agosttghtmechanu&'co neUion -;.k .Washer(WEEB)' '`andenarn+egoodeleciircalcontectron �x-''+,�" bettveete die Qlummton'rml Arid the • •� 'L'{gthrot{gllthetN!'P� s. r.-- }:� , Cifpa and lugs am sold sepaTat*. OUr11® foo (any type) Figure 28. UGC -1 layout for even and odd number of modules in row. X- denotes places to inst UGC -1. Even Number of Modules in row idd Number of Moddlet in rory • • Pub 100413-2= mammmUNIRAC 0��'�°Inc. A NfU1 GROUP COMPANY All rights reserved. "UNIRAC&m&a.sh.am.6 unirac mounding clips and WMLUO 10 year limited Product Warranty Uhbmr.hw-v=wmwdwarOWpwdmw til ai:Pr drat it a uiw ("Product°) ac dre'o site ihat the Ptodtrct AA be free!ton and woUnia04, for a period of ten (10) years, fawn the enfim of 1) dee date the butalailat of the product is aw*t4 or 2) 30 days alter the pur dwe of the Product by die org*W PutdtaserTltesVVirraidy does not mvw dance to the Product that onus during its d*nent, storae,or haamasion. Thb VVmr-anty dug be V01D If bistagadon of the Product Is not performed in accordance Vf4h unkitek mfmaaiNtalion or Adie Product hashow oo&GW ,or temsarW k a iiWmei.octprbioirsly audmtmed .by utM-IMVVRInMGC oracre Pmduct is ira�ed in m enviriarimeest for wlidr iii was r of desosed.Ihthac shat not be liable for a or snaide�l dam arld4 out of die r se of die Rr by the Prtmtmw under any dmwnst nm& B widdn the VVariaoq period the Product shall be"nwonaMy pr 6wm to be defecdv e,then Unum "repair or replace the defective Product, or arW Part dwre4 U Unlracls pie d�On.�tdr rem ar re�lamstent shall =a dta6 of u m under no dreumsm.ces shad uiirac be !table for sperm htdfrea or aonseguatidd dunag s &Th t{g as afar related torte by purchaser of the Poodum mund:mre rs of redacted 60M Such as PV modtdes and finhkW6mq provide wtfmos wanwides of their own.lh*=*s brdted ooyras ordy its Ptodum and not airy relaned items. m�� Pw U n� ® s141,.,Broadway Boulevard NE ■• I V FRAC Albuquerque NM 87102-1545 USA 2 Pictometry Online i _ 1 1 of 1 http://pol.pictometry.com/en-us/app/pririt.php?title=APN # 64961001... �I O As AP N # 649610014 Print Date: 05/13/2011 Image Date: 04/06/2009 Level: Neighborhood 11 -WL 81111w_ - CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION L0ATE=VPLWi0=% BY 5/13/2011 11:34 AN WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. TO BE PLACED ON AC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD. THE DC CONDUCOTS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. CAUTION THIS SYTEM IS SERVED BY AN ALTERNATEENERGY 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. B *Fqans cdmply with CEC 20010 / NEC 2008 — All Construction shall comply with.the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code NEM SYSTEM INFORMATION UNIT INVERTER #1 TOTAL MFG. & MODEL NO. SUNPOWER SPR7000m (240v) 1 EFFICIENCY RATING 96% 96% PV MODULES PER UNIT SUNPOWER SPR-225BLK-U 33 NET NAMEPLATE RATING 6.494 kW 6.494 kW Solar Module Electrical Data (Measured at Standard rest conditions) Peak Power (+5/3%) 225W Rated Voltage 41.OV Rated Current 5.49A Series Fusing 120A PV ARRAY 3 paralleled strings of 11 modules in series JUNCTION BOX Total of 33 modules NEMA 3R t I Enclosure i I t CITY -`OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE - BY ff P-1 #MODULES X CEC RATING X EFF % INVERTERS WITH INTEGRATED DC DISCONNECT Sun Power 7 kw inverter (SPR -7000m- 240v) 4 I I. DC All, 0-� FA� System Legend II 10 AWG ,RHW2 Cable (sunlight and oil resistant) 1.5 10 AWG Bare Copper 2 10 3 I 5 6 AWG, THHN> 1 ' s1S 6f 1$1VG"ft -ft A& QQi7v4MW4 �4i:3tM� Section 8 AW HN inside 3/4" EMT on uit 4 8 AWG, THHN inside %" EMT Conduit All compression Couplings and compression connectors will be waterproof II i I 200A i 1 B4S-1009908 1061901 P ro Proposed p I AO 40A i i Bi -Directional Meter # CITY -`OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE - BY ff P-1 #MODULES X CEC RATING X EFF % INVERTERS WITH INTEGRATED DC DISCONNECT Sun Power 7 kw inverter (SPR -7000m- 240v) 4 I I. DC All, 0-� FA� System Legend 1 10 AWG ,RHW2 Cable (sunlight and oil resistant) 1.5 10 AWG Bare Copper 2 10 3 I 5 6 AWG, THHN> 1 ' s1S 6f 1$1VG"ft -ft A& QQi7v4MW4 �4i:3tM� Section 8 AW HN inside 3/4" EMT on uit 4 8 AWG, THHN inside %" EMT Conduit All compression Couplings and compression connectors will be waterproof AC DISCONNECT NEMA3R, 240v, 60A Visible/ Lockable Square D Model # DU222RB Godkow'Ch4T I& wwut" All Solar Modules and Rails I I ' Lt,ft-t"06e too^ rounded to bare copper Wire , i g PP Inverter bonded to house � I ground JL4 1 1.5 2 2.5 3 PROJECT NAME: Delia Pyle DRAWING: ONE LINE DIAGRAM REV. DESCRIPTION ADDRESS: 49810 Rancho San Julian, La Quinta CA Drawn By: Jorge ,Garcia Tilt: 160, Azimuth: 1800 Signature: Tile: 3" - 6" .Standoff IID SERVICE ACCT# --TLow 120/240V 4 DATE BY SOLAR DISTRIBUTORS INC 73820 DINAH SHORE DR. PALM DESERT CA. 92210 PE STAMP (Irappr�.ahIA) Main Distribution Panel 120/240V 200A Panel I istribution I I I Main Section i Breaker IIID I Incoming IService I � M 200A i 1 B4S-1009908 1061901 P ro Proposed p I AO 40A i i Bi -Directional Meter # 240V 1061901 2Pole i 100KVA.. A Phase I I High 7.2 KV G --TLow 120/240V 4 DATE BY SOLAR DISTRIBUTORS INC 73820 DINAH SHORE DR. PALM DESERT CA. 92210 PE STAMP (Irappr�.ahIA) `?tans comply with CEC 20010 / NEC 2008 — All Construction shall comply with the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code rt 'NEM SYSTEM INFORMATION Solar Module Electrical Data (MeasuredatStandard Test Cond;Uons) = Peak Power (+5/3%) 225W a UNIT INVERTER #1 TOTAL `_� Rated Voltage 41.OV' k Q,: MFG. & MODEL NO. SUNPOWER SPR7000m (240v) 1 = Rated Current 5.49A , EFFICIENCY RATING 96% 96% Series Fusing 20A 1061901 Pr °`�; a y �; `� PV MODULES PER UNIT SUNPOWER SPR-225BLK-U 33 AO 1061901 P '-_ NET NAMEPLATE RATING 6.494 kW 6.494 kW #MODULES X CEC RATING X EFF % Legend 100KVA. t ^. A Phase r' 1 1. 200A ServiceP1 4S-109908 High 7.2 KV r P o Low 120/240V Bi -Directional Meter # a y ' Property Lines - _ ( 2. 60Amp 240VAC A/C Disconnect 4 L4 Square D Model # DU222RB 3. 7Kw Inverter (SPR -7000m 240v) 4. 225W Solar Modules Rancho SanF =' (SPR-225-BLK-U) Julian I Pool `F 5.4 x 4 x 4 Junction Box NEMA I Front Of 3R Enclosure s House EMT Conduit , gauge attic into. £' CITY LA QUI NTA s i"venter;.. BUILDIN & SAFETY DEPT. I 5. A P R OV D y.t I 4 X 4 X 4 Junction e FOR CONSTRUCTION Box NEMA 3R Enclosure n Q " DATE 81_ +, I Property Lines U • '-�# 200 Amp Service - p., .y- ' -La 1 134S-1 09908 ' a Proposed 3. ' FfM t R ;, x 2 7kW Inverter Bi -Directional Meter # 4. 60A, 240v, Located in 225W Solar Modules Disconnect Garage 'M� "`� Disconnect located ' z . • approxirnkely_2'--3' away from Main Service Panel PROJECT NAME: Delia Pyle DRAWING: Plot Plan 1 REV. DESCRIPTION DATE BY PE STAMP. (if applicable) SOLAR DISTRIBUTORS INC Drawn By: Jorge Garcia Tilt: 16, Azimuth: 180 ADDRESS: 49810 Rancho San Julian, La Quinta CA . 73820 DINAH SHORE DR.. Signature: Tile: 3" - 6" Standoff PALM DESERT CA. 92210 IID SERVICE ACCT# 4 " Steve Pyle Inverter 1 System Data Steve Pyle System Equipment Specifications DC Generation AC Generation PV Module Ratinq A STC Module Manufacturer SunPower Source Circuit Conductor Type & Size Module to Junction Box - Outside Conduit (AWG RHW-2) with weather 10 ASHRAE Ambient Temperatures Mean Minimum Temperature ° C -2 Module Model # SPR-225-BLK-U proof polarized latching connectors per UL E181720'. Mean Maximum Temperature ° C 42 Maximum Power -Point Current (Imp) 5.55 Junction Box To Inverter (AWG THHN 90° C Stranded) 10 High 2% Dry Bulb 38 Maximum Power -Point Voltage (Vmp) 40.50 Junction Box To Combiner (AWG THHN 90° C Stranded) 0 Record Low Temperature ° C -11 Open Circuit Voltage (Voc) 48.00 Combiner To Inverter AWG THHN 90° C Stranded 0 Record High Temperature ° C 51 Short-Circuit Current (Isc) 5.93 Module Voc 48.00 Maximum Series Fuse (OCPD) 10 Grounding Modules Per String 11 Maximum Power (Pmax) Watts 225 All modules to be grounded to Falls with aluminum lay-in lugs and AWG bare copper wire. 10 String Voc 528.00 Maximum System Voltage (Vdc) 600 All rails to be grounded with AWG solid bare copper wire. 10 Low Temperature Correction Factor 1.12 Vmpp High Temperature Coefficient (%NC) -0.003313 All grounding conductors shall be at least the same size as the largest current carrying Low Temperature Adjusted String Voc 591.36 Temperature Adjusted Vmpp 40.43 o n shall e p allel rounded. DC Combiner Rating Vmpp High Temperature Coefficient (%I°C)' -0.003313 High Temperature Adjusted String Vmpp Voltage Strings Per Combiner 444.70 o Combiner Manufacturer Combiner Model BUILDING & SAFETY DEPT. Parallel Strings Per Inverter 3 Maximum Input Fuse Rating (Adc) Maximum Output Current (Adc) APPROVED Module to J Box =1, Comb= 2, Inverter- 3 Module To Junction Box Junction Box To Inverter To Inverter J Box To Combiner 1 Performance Meter Panel 0 Junction Box 1 To Combiner 0 Inverter/Comb/Disco erformance Meter Pan To Utility Panel 1 Maximum Continuous Output Current (Adc) Combiner Ampere Rating (Adc) Combiner Voltage Rating (Vdc) FOR CONSTRUCTION 1 0 Imp 5.55 0.00 Imp Irradiance Adjustment 1.25 6.94 0.00 OCPD Ampere Rating (Adc) Inverter Imp Input Amperes 6.94 OCPD Voltage Rating do External DC Disconnect Rating C Disconnect - External Isc 5.93 0.00 Isc Irradiance Adjustment 1.25 7.41 0.00 Disconnect Manufacturer Rated Current (MPP) (Ade) NIA Inverter Isc Input Amperes 22.24 Disconnect Model Rated Voltage(MPP) (Vdc) N/A DC OCPD Adjustment 1.25 9.27 0.00 9.27 Disconnect Ampere Rating (Adc) Maximum System Voltage.(Vdc) N/A DC String OCPD 10 Disconnect Voltage Rating (Vdc) Maximum Current Ade N/A Inverter Output Amperes 0.00 29.00 OCPD Ampere Rating (Ade) AC OCPD Adjustment 1.25 0.00 36.25 OCPD Voltage Rating (Vdc). AC OCPD 40 Record High Temperature ° C 51 0 51 0 51 Inverter Integrated DC Combiner/Disconnect 690.53 Photovoltaic Power Source Sign On DC. Disconnect -Inverter Integrated Roof Mounted Conduit Temperature Adjustment 0 a3 0 . Disconnect Manufacturer Adjusted Temperature 51 0 51 0 51 SunPower Rated Current (MPP) (Ade) 16.65 Temperature Derate Factor 0.82 0.82 1.00 0.82 Disconnect Ampere Rating (Adc) 34 Rated Voltage(MPP) (Vdc) 445.5 Temperature Adjusted Ampacity 11.30 0.00 11.30 0.00 35.37 Disconnect Voltage Rating (Vdc) 600 Maximum System Voltage (Vdc) 591.36 Current Carrying Conductors In Conduit 6 2 2 OCPU Ampere Rating (Adc) 10 Maximum Current Adc 22.2375 Current Carrying Conductor Adjustment 0.50 0.70 1.00 1.00 1.00 OCPD Voltage Rating do 600 Temp. & Conductors In Conduit Adjusted Ampacity' 22.60 0.00 11.30 0.00 35.37 Inverter Rating AC Circuit Conductor Type & Size - (THHN 90° C Stranded) Maximum Run In Feet 60 15 6 Inverter Manufacturer SunPower Inverter To Performance Meter Pan (AWG) 0- Minimum Wire Size 12 14, 10 Inverter Model SPR7000m (240V).' 10 10 8 Actual Wire Size Installed Maximum DC Input Wattage 8,750' . Inverter DC Groundinq - All grounding conducts shall be at least the same size as the largest RHW-2 THHN 90° C THHN 90° C THHN 90° C THHN 90° C Wire Type Maximum Isc Input Amperes 30 current carrying conductor in the runs. All PV components shall be parallel grounded. 6 Voltage Drop Percentage 0.39% 0.00% 0.05% 0.00% 0.07% Maximum String Fuse Rating (Isc X 1.56%) 10 Voltage Drop 1.75 0.00 0.22 0.00 0.17 Maximum Imp Input Amperes 30 Total DCIAC Voltage Drop 0.00 1.97 0.00 0.17 Maximum DC Voltage Rating (Vdc) 600 Total Wires In Conduit N/A 7 4' Max power @ 40° C (Watts) 7,000 NEMA 3R Junction Box Size N/A 4" X 4"X 4' N/A- Nominal AC Voltage (Vac) 240' Minimum PVC and EMT Conduit Size (Inches) . N/A 0.75 0.75 Maximum AC Current Amperage (Aac) 29.00 Maximum Allowable Wires In Conduit N/A 10 6 Maximum OCPD Rating Amperage Aac .50 Installed PVC and EMT Conduit Size (Inches) N/A 0.75 0.75 Inverter AC Disconnect Rating - Non-Fused 690.53 Photovoltaic Power Source Sign On AC Disconnect - Inverter Disconnect Manufacturer Disconnect Model Disconnect Ampere Rating (Aac) Maximum Allowable Wires In Conduit N/A 10 6 Square D DU222RB 30 Rated Current (Aac) Rated Voltage(Vac) OCPD Ampere Rating (Aac) - Min, rating equals Inverter max. continuous output current x 1.25 30 240 36 Wire arid Conduit Sizing Calculations Module To Junction Box Voltage Drop Disconnect Voltage Rating (Vac) 240 OCPD Voltage Rating (Vac) 240 OCPD Ampere Rating (Aa'c) OCPD Voltage Rating (Vac) 36.25 240 Voltage Drop =Vd I = Amps R = Ohms/1000' L = Feet One Way I M 1 or 3 P = # of Parallel Runs Minimum Voltage Vd % 1.29000 1 444.70 0.39% Load Center Rating AC Circuit Conductor Type & Size - (THHN 90° C Stranded) 1.75 22.60 0.0012900 60 1 1 Buss Bar Ampere Rating (Aac) Service Voltage (Vac) Inverter. To Utility Panel (AWG) 8 Junction Box To Combiner Voltage Drop Main OCPD Rating (Aac) Equipment Ground Conductor Type & Size - (THHN 90° C Stranded) 8 Inverter OCPD Rating (Aac) Number Of Inverters Total Input OCPD Rating (Aac) 0 o, - 0 Groundinq -All grounding conducts shall be at least the same size as the largest Voltage Drop =Vd I = Amps R = Ohms/1000' L = Feet One Way M 1 or 3 P = # of Parallel Runs Minimum Voltage Vd % _ 1.29000 1 444.70 0.00% 0.00 0.00 0.0012900 0 1 1 Load Center AC Disconnect Rating - Non-Fused Disconnect Manufacturer 690.53 Photovoltaic Power Source Sign On AC Disconnect - PMP Rated Current (Aac) NIA Junction Box To Inverter/Comb/Disco Voltage Drop Disconnect Model Rated Voltage(Vac) N/A Disconnect Ampere Rating (Aac) Disconnect Voltage Rating (Vac) OCPD Ampere Rating (Aac) N/A OCPD Ampere Rating (Aac) OCPD Voltage Rating ac N/A NIA Voltage Dro =Vd 1= Amps R = Ohms/1000! L = Feet One Way M 1 or 3 P = # of Parallel Runs Minimum Voltage Vd % 1.290001 444.70 0.05% 0.22 11.30 0.0012900 15 1 1 OCPD Voltage Rating (Vac) service Panel Ratinq All Temperature And Current Carrying Conductor Ampacity Corrections Were Calculated Using The Following NEC Tables And ASHRAE Roof Ambient Temperature In Unloaded In Sunlight Chart Inverter To erformance Meter Pan Voltage Drop Buss Bar Ampere Rating (Aac) 200 Service Voltage (Vac) Main OCPD Rating (Aac) Inverter/PMP OCPD Rating (Aac) 240 200, 0 Table 310.15 (B)(2)(a) Adjustment Factor For More Than 3 Current-Carrying Conductors In A Raceway Or Cable. Voltage Drop =Vd 1= Amps R = Ohms/1000' L = Feet One Way M 1 ora P = # of Parallel Runs AC Nominal Voltage Vd % 1 240 0.00% 0.00 0.00 0.0000000 0 1 1 Table 310.16 Allowable Ampacity of Insulated Conductors Rated 0 Through 2,000 Volts, 60 C Through 90 C (140 F Through 194 F), Not More Than 3 Current-Carrying Conductors In Raceway, Cable, Or Earth Inverter To Utility Panel Voltage Drop (Direct Burial), Based Upon Ambient Temperature of 30 C (86 F). Voltage Drop =Vd 1= Ams R = Ohms/1000' L = Feet One Way M 1 or 3 P = # of Parallel Runs AC Nominal Voltage Vd 0:60900 1 240 0.07% 0.17 35.37 0.0008090 6 1 1