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11-0387 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number:. f11-_OODDA387 Property Address: 8T748 RANCHO SANTANA DR APN: 767 -630 -001 - Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 45000 . Tiht 4 4 Q" Applicant: Architect or Engineer: /A BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: ARNOLD RICHARD D & PAMELA S 81748 RANCHO SANTANA DR LA QUINTA, CA 92253 Contractor: HELIOPOWER INC 25767 JEFFERSON AVENUE MURRIETA, CA 92562' (951)677-7755 Lic. No.: 915598 VOICE (760) .777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/20/11 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 - of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to buildin c struction, and hereby authorize representatives of thiscountyto enter upon the above-mentioned propert f r i spec ' urposes.' D,t :€ gnature (Applicant or Agent,, . ------------------------------------------------------------------------------------------------- - LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: C10 -C46 License No.: 915598 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is Date:( ontractor: issued. 71 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor ' . Code, for the performance of the work. for which this permit is issued. My workers' compensation OWNER -BUILDER D RATION 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 ZURICH INS Policy Number WC982899000 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the La�PlII forthwith comply -with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violationof Section 7031.5 byany applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$500).: e: �fi A cam _ ( ) 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 said (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.). _ - APPLICANT ACKNOWLEDGEMENT 1 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, 1 1 I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City 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 - of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to buildin c struction, and hereby authorize representatives of thiscountyto enter upon the above-mentioned propert f r i spec ' urposes.' D,t :€ gnature (Applicant or Agent,, . Application Number . . . . . 11-00000387 Permit . . . SOLAR PERMIT Additional desc . Permit Fee . . . . 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 45000 Expiration Date 11/16/11 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 11/16/11 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 7.6kW SOLAR ARRAY - (42) 235 WATT ET SOLAR PANELS W/ (1)'8000W SMA INVERTER [580SF] 2010.CALIFORNIA ELECTRICAL CODE. May 20,2011 10:25:11 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 Bin # Qty of La Quinta Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # I 1 l Project Address: o�/ 1"14 g r. Owner's Name: LA— A. P. Number: Address: 11 Legal Description: Contractor: ,-}L o City, ST, Zip: Telephone Address: 2S7b-i ' +e Project Descr iption: 9,01 1Lo pV Sala -'e - 11JLL City, ST, Zip: Mia,,a:Tr►�- , .._�ft iii Telephone: .r... P ,: w <<>,:>.:r;.::ti ;. r� State Lie. # City Lie. M. Arch., Engr., Designer: wa Address: City., ST, Zip: Telephone: ti4. :S Y.,fi�i*��: .. 3.� ♦i:f. ::.W.. n: • >�;. Construction Type: Occupancy: State Lie. #: Project type circle one New Add'n Alter Repair Demo Name of Contact Person: HA Sq. Ft.:#Stories: # Units: Telephone # of Contact Person: f -7(oo) Estimated Value of Project: 4EDDp APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets is Plan Check submitted I; ;� ' Item' Amount Structural Calcs. Reviewed, ready for corrections PlagCheck Deposit Truss Calca. Called Contact Person 0 ! • j Plan C heck Balance. Title 24 Calcs. Plans picked upF'.t Construction �•�� 'L't Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correcti u 15 Electrical Subcontactor List Called Contact Person s - Plumbing �- Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '" Review, ready for correctionsAssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 41149011— ��4�ltP Fe,�. V►K . (plpQCt,�u l�, R R C� Solar ET BLACK MODULE polycrystalline ET-P660240B 240W ET-P660235B 235W ET-P660230B 230W ET-P660225B 225W ET P660220B 220W Features + Aesthetically appealing for residential and commercial systems with black backsheet and frame + High module conversion efficiency (up to 14.7%), through superior manufacturing technology + Guaranteed -1% to +3% Power Tolerance + Entire module certificated to withstand high wind loads and snow loads (5400Pa) + Anodized aluminum frame improves load resistance capabilities + Highly transparent, low -iron, and tempered glass and ontireflective coating + Excellent performance under low light environ- ments Benefits + 25 -year warranty on power output; 5 -year warranty on materials and workmanship + Product liability insurance + Local technical support + Local warehousing + 48 hour -response service + Enhanced design for easy installation and long term reliability NI k '� ELECTRICAL SPECIFICATIONS alvf'4 v [Model type J ET -P660 40B ET-P660235B ET-P660230B ET-P660225B ET-P660220B Peak power (Pmax) 240W 235W 230W 225W 220W Cell Efficiency 16.94"/o 16.59% 16.24% 15.89% 15.50% Module Efficiency 14.75% 14.44% 14.14% 13.83% 13.52% Maximum power voltage (Vmp) 29.40V 29.40V 29.40V 29.00V 29.00V Maximum power current (Imp) 8.16A 7.99A 7.82A 7.75A 7.58A Open circuit voltage (Voc) 36.50V 36.50V 36.50V 36.30V 36.30V Short circuit current (Isc) 8.50A 8.30A 8.30A 8.10A 8.10A Power Tolerance -1 to +3% Maximum system voltage DC 1000V (VDE) / DC 600V (UL) Normal Operating Cell Temperature 45.3f21C Series fuse rating (A) 15A Number of bypass diode 3 MECHANICAL SPECIFICATIONS PHYSICAL CHARACTERISTICS UnlUmm (Inch) Cell type 156mm x 156mm Number of cells 60 cells in series Weight 19.93 kg (43.94 lbs) imensions 1640x992x5O mm (64.57x39.06x1.97 inch) ax Load 540OPascals ( 112 Ib/ft2) M TEMPERATURE COEFFICIENT Temp. Coeff. of Isc (TK Isc) L 0.065 %/'C Temp. Coeff. of Voc (TK Voc) -0.346 %/'C Temp. Coeff. of Pmax (TK Pmax) -0.46 %/'C ELECTRICAL CHARACTERISTICS Electrical performance (cell temperature: 251C) a Voltage(V) 120 100 X E a � 80 3 � m u m 60 a° M 40 CN 0 20 z Temperature dependence of Isc, Voc and Pmax Vac =-0.346%/C Pmax=-0.46%/C 50 (1.97) 0 1 _1 1 1 1 1 1 1 1 1 1 -25 0 25 ' 50 75 100 Cell Temperature (C) e) ]unction box 0- 0- 1x9 o -1x9 X0.35) 0 / cable(.) cable(+) .38) SUNNY BOY 50. 000S % 6000US / 7000US / 8000US • Highest CEC efficiency in its class , • Sealed electronics enclosure & r • Ideal for residential or commercial •Integrated load -break rated ' " Opticoolr"' - s .' applications: lockable DC disconnect switch Comprehensive SMA •Sunny Tower compatible " • Integrated fused_ series string - communications and data - • 10 year standard warranty 1 O �� combiner =' collection options j • UL 1741/IEEE-1547 compliant r - : SUNNY BOY 5000US/66000S/700.OUS / 8000US '. The best, in their class 'Our US series inverters utilize our proven technology and are designed specifically to meet IEEE -1547 requirements. ;Sunny Boy 6000US, Sunny Boy 7000US and'Sunny Boy 8000US are also compatible with the Sunny Tower. Increased r efficiency means,better performance and shorter payback periods. All four models are.field configurable for -positive ground systems making them more versatile than ever. Throughout the world, Sunny Boy is the Benchmark for PV inverter �' performance and reliability. Technical Data -- - - - SB 5000US SB 6000US -1 SB 7000US j SB 8000US Recommended Mam xium PV Power (Module STC) 6250 W 7500 W _] 8750 W 10000 W - DC Maximum Voltage _ �' 600 V j�6000 V 600 V 600V Peak Power Trackin Volta e l ( 250-480 V J 250-480 V 250-480 V 300-480 V FMaximum Input Current 21 A F- 25 A DC 30 A 30 A Number of Fused String Inputs 3 (Inverter), 4 x 20 A ( 3 (inverter), 4 x 20 A-) 3 (inverter), 4 x 20A 3 (inverter), 4 x 20 A ((PC disconnect)_ (DC disconnect)_ _(DC disconnect) (DC disconnect) PV Start Voltage _. _ 300 V _� 300V_____1[=30(( _ - 365 V AC Nominal Power AC Maximum Output Power AC Maximum Output Current (@ 208, 240, 27 AC Nominal Voltage Range AC Frequency: nominal / Power Factor (Nominal) Peak Inverter Efficiency CEC Weighted Efficiency Dimensions_W x H x D in inches_ Weight/ Shipping Weight Ambient Temperature Range Power consumption of night Topology Cooling Concept Mounting Location: indoor/ outdoor IN LCD Display Communication: RS485 / wireless T Warranty: 10 years / 15 years / 20 years Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Part 15 A& 8 Specifications for nominal conditions NOTE: US inverters ship with gray lids_ Efficiency Curves L_--_- 5000 W JI 6000 W L 7000 W_� 8000 W �� o 5000 W - J 6000 W�' 7000 W 8000 W 7V)� 4A, 21 A,18A J� 29 A, 25k22�C 34 A, 29 A,25A N/A, 32 A,29A 183 - 229 V @ 208 V 183 - 229 V @ 208 V 183 - 229 V ® 208 V N/A ® 208 V r 211 - 264 V @ 240 V 211 - 264 V @ 240 V 211 - 264 V @ 240 V 211 - 264 V @ 240 V j o 244_3(5 -305 V @ 277 V 244 - 305 V C°4 277 V 244 - 305 V @277 V 244 - 305 V 277 V J s 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hi 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 60.5 H� C__-3 0. [�_-- �-- 0.99 �1 0.99 0.99 - 0.99 - 96.8% 7.1 9% ---96.5q `( 95.5% @ 208 V 95.5% ® 208 V 95.5% @ 208 V N/A @ 208 V 95.5% @ 240 V 95.5% @ 240 V 96.0% @ 240 V 96.0% (9 240 V v J 95.5%@277V J 96.0%@277V96.0%@277V J 96.0%@277V 18.4 x24.1 x9.5 1 18.4 x24.1 x9.5 18.4 x24.1x9.5� 18.4 x24.1 x9.5 �41 lbs / 148 lbs 141 lbs / 148 lbs 141 lbs / 148 lbs 148 lbs / 152 lbs -143to113°F-3to113°F-13 to 113°FiI-13to113°F O.1W O.1W O.1W 0.1W Low frequency transformer, Low frequency transform Low frequency transformer, Low frequency transformer, true sinewove J true sinewave true sinewave fiue sinewave OpticoollM' OptICOOIrM, Opt ICOorm O tICOOITM t forced active cooling_f r forced active cooling I forced active cooling_ forced active coolingA J �__ •/• L �/• L/• - •/• s O/O O/O u • Included O Optional --1 1000 2000 3000 4000 5600 6000 7000 PAC IM Tel. +1 916 625 0870 Toll Free +1 888 4 SMA USA www.SMA-America.com and dam °aemi4dm 'Ni , rsro� 5D mrd dma%maarrc _ p�` {o F I'dad�a°m,PC - 3--V, 10 -- UN-310VDC ul80VOC / 50 7000U5 1000 2000 3000 4000 5600 6000 7000 PAC IM Tel. +1 916 625 0870 Toll Free +1 888 4 SMA USA www.SMA-America.com and dam °aemi4dm 'Ni , rsro� 5D mrd dma%maarrc _ p�` I� a omMu craaaar � O SMA America, LLC {o F I'dad�a°m,PC I� a omMu craaaar � O SMA America, LLC TriTek Engineering, Inc. CIVIL & STRUCTURAL ENGINEERING DESIGN 7.122112 Topanga Canyon Blvd., Suite A, Canoga Park, California 91303 Professional Solar Products Attn: Stan Ullman Date of observation test April 24, 2002 1551 S. Rose Ave. Oxnard, CA 93033 Subject 50 Ib. Per sq. ft. Sharp 200 series modules mounts to the Rooffrac flat mounting system. TEST SETUP FLAT MOUNT: Three Sharp Solar 200 Series 64.6' x 39' modules boiled to 1.5' x 1.5' x 124' RoofTrac support rails using a combination of 10 Ea. 5116' stainless steel bolts, lock washers and specially extruded inserts. The mounting channel was attached to the simulated roof with a 3/8' nut and washer at six Tile Trac attachment points. The Tile Trac was then attached to 4' x 6' rafters using a 5/16' x 3' lag bolt. The spans tested consisted of a front to rear of 48' with attachments spaced at 48'. The entire test set up rued on the concrete floor. The Roof Trac mounting system will support Sharp 200 series photovoltaic modules. TEST PROCEDURE: The test set up was loaded using sandbags that produced an equivalent 50#lsq.ft loading. Upon completion of the placement of the sandbags the maximum deflection that occurred was %s'. The sandbags.were left for 30 minutes with no change in the deflection or any other sign of distress. After the 30 minutes was completed the fixture was inverted to simulate the download condition. The results of the tests were duplicated in the uplift condition. The deflection was % maximum and the fixture suffered no signs of distress due to the loading. This document certifies the Rooffrac mounting system used with the 200 Series Sharp Solar modules, withstands a 50 Ib. per square foot static pressure load, this loading is equivalent to a wind speed of approximately 125 mph using wind load exposure and gust factor coefficient'exposure C° as defined in the 2006(IBC)/2007(CBC). Overall the mounting unit performed as expected. Sincerely li BmRC This engineering report verifies that Trltek Engineering has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Tritek Engineering does not field check installations or verity that the mounting system is installed as described in this engineering report To assist the building inspector in identification of this mounting system, it is required that a permanent adhesion label describing 'Roof Trac° is to be placed on at least one of the main support rails. Structural attachment Lag bolt attachment should be installed using the proper pilot hole for optimum strength. All lag engagement should be property torqued and driven perpendicular. into the center of a structural member of the roof. Lag bolts require drilled pilot holes to length of the thread using the sizes listed below. 1. 5/16° lag bolt requires a 3116° pilot hole 2. 3/8' lag bolt requires a W pilot hole. If the roof ply or shingle Is in excess of 3/8' In thickness, it is recommended that the longer length lag screw be used to Insure minimum engagement It is the responsibility of the installer to insure that solid attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment or personal injury. Photovoltaic solar panels are generally accepted as a light weight roof accessories and generally do not require roof load calculations when properly installed. However, this office does not express an opinion as to the load bearing characteristics of all roofs and under all conditions of load. Roofs in excess of 25 degrees In pitch, with snow load, should be reviewed on a regional basis. Wind loading values are defined'by the UBC are relative to defined bad values per square foot performed in this static bad test Sbu attachment devices that have been laboratory tested by accredited ICC testing laboratory and provide similar retention values ca with this system. O cm cm No. Control No. SRP TT FL200.P Page oc Sp: Note: This engineering is not intended for use in obtaining a permit for systems other than the above Nil configuration. Unless otherwise directed in writing, this engineering shall not be publicly posted or co ed. OPCALIF 9 nP 5/16° Hex bolt Lock Washer Intermodule Clamp Channel Nut Roof Trac Support Rail 3/8"x 1-1/2° Cup Socket Stud / Tile Trac Upper Carriage Tile Trac Lower 5/16° x 3° Lag bolt 00000000 Li Li Download 50 Lbs. Per Square FL Deflection: 1/2° Uplift 50 Lbs. Per Square Deflection: 1/2" Roof Trac Photovoltaic mounting system using Sharp 200 Series Roof Trac Flat -3 Modules Modules; Sharp 200 Series Module$i Revised: 1=1105 Control No. SStatic load test illustration RP TT FL260.P 0�0� S. t3A$�� y G, Z T M owl I ik SOF CA\.� 1-1 CU-THHN SiMoull THHNCR. '600 Volts. Copper Conductc Thermoplastic Insulation/SIM Nylon Sheat Heat, Moisture, Gasoline, and Oil Resistant Also Rated MTW and THWN- SIM. Technology® for easier pullin APPLICATIONS Southwire SlMpull THHN ® or THWN-2 conductors are primarily used in conduit and cable trays for services, feeders, and branch circuits in commercial or industrial applications as specified in the 2008 National Electrical Code. When used as Type THHN, or T90 Nylon conductor is suitable for use in dry locations at temperatures not to exceed 90 CC. When used as Type THWN-2 or TWN75, conductor is suitable for use in wet or dry locations at temperatures not to exceed 90 CC or not to exceec 75 CC when exposed to oil. When used as Type MTW, conductor is suitable for use in wet locations or when exposed to oil at temperatures not to exceed 60 CC or dry locations.at temperatures not to exceed 90 CC (with ampacity limited to that for 75 OC conductor temperature per NFPA 79). Conductor temperatures not to exceed 105 CC in dry locations when rated AWM and used as appliance wiring material or when used asT90 Nylon. Voltage for all applications is 600 volts. This cable may be installed without the need for pulling lubricant. SPECIFICATIONS r Southwire SlMpull THHN ® or THWN-2 or MTW (also AWM) meets or exceeds all applicable ASTM specifications, UL Standard 83, UL 1581, UL Standard 1063 (MTW), CSA, NOM-ANCE 90e C, Federal Specification A -A-59544, and requirements of the National Electrical Code. • VW -1 - Sizes 14 through 1 AWG • CT -. UL 1685, Sizes 1/0 AWG and larger for CT use. • FT1 - Sizes through 500 kcmil • T90 Nylon - Sizes through 500 kcmil. • TWN 75 - Sizes through 500 kcmil • RoHS Compliant • Sunlight Resistant - Marked and listed in all colors 2 AWG and larger CONSTRUCTION Southwire SlMpull THHN ® or THWN-2 or MTW copper conductors are annealed (soft) copper, unilay compressed strand, insulated with a tough heat and moisture resistant polyvinyl chloride (PVC),, over which a SIM (SLIKQWIK® Infused Membrane) nylon (polyamide) or UL Recognized equal jacket is applied. Available in black, white, red, blue, purple, green, yellow, brown, orange, and gray. Some colors standard, some subject to economic order quantity. 1 Oil and gasoline resistant II as defined by Underwriters Laboratories. .:• e. ` i. C•PYdght 2010, southwlre Company. All Rights Reserved. SouthwireCMADE sm ' OSFec g .ie one Southwire Drive. 6*.IN'*'THE R*M9 Compliant- °Sotdhwlre lsareglstered [redomark Carrollton, Ga. 30119 USA of soumwlre company. USA SlMpull THHN Conductor Insulation Thickness (mils) Jacket Thickness (Inils) Nominal O.D. (mils) Approx. Net Weight Per 1000 ft. (Ibs) Allowable Ampacides+ Standar Packagi Size (AWG or kcmil Num. Strands Sol. Str. Sol. Str. 60 "C 75 'C 90 'C 14 19 15 4 102 109 15 16 15 15 15 DNF 12 19 15 4 119 128 23 24 20 20 20 DNF 10 19 20 4 150 161 36 38 30 30 30 DQF 8 19 30 5 — 213 -- 63 40 50 55 F 6 19 30 5 — 249 -- 95 55 65 75 E 4 19 40 6 — 318 -- 152 70 85 95 C 3 19 40 6 — 346 — 189 85 100 110 BC 2 19 40 6 378 — 234 95 115 130 C 1 19 50 7 - 435 - 299 110 130 150 B 1/0 19 50 7 474 — 372 125 150 170 B 2/0 19 50 7 — 518 - 462 145 175 195 B 3/0 19 50 7 568 575 165 200 225 B 4/0 19 50 7 624 - 718 195 230 260 B 250 37 60 8 678 — 851 215 255 .290 B 300 37 60 8 -- 730 — 1012 240 285 320 B 350 37 60 8 -- 777 1174 260 310 350 B 400 37 60 8 -- 821 1334 280 335 380 B 500 37• 60 8 -- 902 — 1655 320 380 430 B 600 61 70' 9 — 998 1987 355 420 475 C 750 61 70 9 -- 1126 2464 400 475 535 C 1000 61. 70 9 -- 1275 — 3257 455 545 615 C 'Sizes 14 - 10 AWG not available with patented SIM Technology® No Lube®jacket. izes 8 and larger available with patented SIM Technology®.' Allowable ampacities shown are for general uses as specified by the National Electrical Code, 2008 Edition, section 310.15 unless the equipment is marked for use e igher temperatures the conductor ampacity shall be limited to the following. 60 °C - When terminated to equipment for circuits rated 100 amperes or less or marked for size 14 through 1 AWG conductors. MTW wet locations or when exposed tc it or coolant. 5 °C - When terminated to equipment for circuits rated over 100 amperes or marked for conductors larger than size 1 AWG. HWN-2 when exposed to oil or coolant. MTW dry locations. . 0 "C - THHN dry locations. THWN-2 wet or dry locations. For ampacity derating purposes. Wed Feb 10.16:29:19 EST 2010 Page 2 of Page. 1 ot, 1 . SuarchSearch OPibns .Rome Login RegiStei t CGBL'LAY-/N;D/RECT EUR/AL, • Manufactured from high st enp copper alloy with stainless steel screw. - • UL listed and CSA. certified, for direct bukal In, earth" or concrete. ' ,.:Tested to.UL 467:. • Lay -in feature fdr ease In InstallatJon. • Forcppperconductoronly:. ' ;• Rated for grounding and bonding. • Rated for¢00 Volts. Add a T to the end of the catalog number for Tin P,lated'version as shown below. UL File E34440. :Item 10 Ground Conductor Range Length. Width Haight Bolt/Stud Sl:e Hex Slze Plating Standard Package Quantity HAEO/UPC Number GBL-4DB 4-14 AWG. 1.1500 0.3750 0.8250 10 5' Clear 50 78366996017 GBL-40Br 414 AWG 1.1500 0.3750 0:8250 10' S Tin 50 78366996018 GBL-4DB•14 4-14 AWG 1.1500 0.4720 0.8250 1)4, 5 Clear 50 78366996019 GBL -00T-14. 4-14 AWG 1:1500 0:4720 0.8250 114 S Tin 50 78366996020 Sheet No. Description T-01 Title Page PV -01 Site Plan PV -02 Electrical Single Line / Placards / V Wire and Conduit Chart PV -03 Mounting Detail Customer: Rich & Pam Arnold 81748 Rancho Santana Dr La Quinta, Ca 92253. Ph: 720-287-4665 APT4: 767-630-001 Company HelioPower Inc. Ph: 951-677-7755 Fax: 951-677-9559 25767 Jefferson Ave. Murrieta, CA 92562 Contractor Lic. #915598 Class C-46 9 9 kWDC Photovoltaic System '2sion'JBy R. Arnold Residence: V_ - Revisions3/25/2011 05/03/2011 ;�j/ ai t >� LO � : CN r` U -)N NQ �� �U cflco r: � coo L, N. Ago- _ l' CM0W -f 0o W C in c 4t CITY OF LA QUINTA BUILDING & SAFETY DEPT. Cn t Vicinity Map NLJ APPROVED V ` - N.T.S FOR CONSTRUCTION, DATE 61 40N gy� ° >, - a; o cn Construction Notes: -IID will be notified prior to use and activation of any solar installation. System will be commissioned by owner per utility 1. Key Manufacturers are: interconnection agreement. L_ ,n -Inverter, SMA Solar Technologies - Proper access and working clearance around existing and proposed electrical equipment will be provided as per section O 4031 Alvis Ct 110.26 CEC.cn to Rocklin, CA 95677 - Alternate power source placard shall be plastic, engraved in a contrasting color to the plaque. This plaque will be attached C in � O N -Panels, ET Solar by pop rivits or screws or other approved -method. If exposed to sunlight, it shall be UV resistant. N ` C N o 4900 Hopyard Rd Suite 290- Where metallic conduit containing DC conductors is used inside the building, it shall be identified as "Caution: High Voltage Q M r-. Pleasanton, CA 94588 DC Circuit" every 5 feet.U)t rz U a - Racking, Professional Solar Products - All plaques and signage re 2010 C will be installed as req. O. M t 4630 Calle Quetzal -Signage and Labeling Specificatio s shall be: Red background with white lettering, 3/8" letter heights, all capital letters, a U o Camarillo, CA 93012Arial or similar font, weather resistant material (i.e. engraved plastic). �S - Solar PV System to be installed on a residential structure 1 story tall, with 2x4 24" O.C. trusses: UL listed CEC - A DC disconnecting means shall be installed at a readily accessible location either outside of a building or structure or insi W CY -All components are and certified, where warranted. nearest the point of entrance of the system conductors as per section 690-14 of the CEC. co J J - The solar PV system will be installed in accordance with Article 690 of the 2008 NEC and t e 010 CEC- 2010 CBC . - Height'of Integrated AC/DC Disconnect shall not Exceed 6'-7" per NEC 240.24 - A ladder shall be in place for inspection in compliance with CAL -OSHA regulations. -The Grounding Electrode Conductor shall be protected from physical damage between the grounding electrode and the panel T- a - This system is an utility interactive system with no storage batteries. (or inverter) if smaller than #6 copper wire per NEC 250.64B. The Grounding Electrode C, ill be continuous, except 00 Q - The Solar PV installation shall not obstruct any plumbing, mechanical, or building roof vents. - for splices, or joints at busbars within listed equipment per NEC 250.64C.g�i (SEI - A grounding electrode system in accordance with NEC 690-4.7 and 250-50 through 60 and 250-166 shall be provided. Per _photovoltaic modules are to be considered non-combustible. Paper Size B NEC, grounding electrode system of existing building may be used and bonded to at the service entrance. If existing system is � pie inaccessible or inadequate or is only metallic water piping, a supplemental grounding electrode will be used at the inverter MAY 11 2011 N.T.S location consisting of a UL listed 8 ft ground rod with acorn clamp. Grounding electrode conductors shall be no less than Drawn HV #8AWG and no greater than #6AWG copper and bonded to the existing grounding electrode to provide for a complete system. Title - Each module will be grounded using the supplied connections points identified on the module and the manufacturer's BY�---- — Tile Pae • Sheet installation instructions. Q - Exposed non-current carrying metal parts of module frames, equipments, and conductor enclosures shall be grounded in • T-0 1 accordance with 250.134 or 250.136 (A) regardless of voltage. doo 12/29/2010 Revisions By (4) (3) (2) -(1) 05/03/2011 LO0) to 7 <CN tO Lot CN r, LO LO0 < 0 co co to Lo r-- 0) 0) (0 r- =3 Lo d ii (7) CN ----------------------------- (6) 4 C3, z (5) LU 0 EXISTING DRIVEWAY C C V C3 LJLJ 0 tn m 0 0 r U) U)a kco Cl 0 0 ------------------------------------------- cc 4t tit 0 0 0 4 tt=tt �t 0 v* v Yx 4.7 $M541 Existing 225A Service Panel. (2), Proposed Location of IID Meter. 0 Cc), C3 LJLJ 0 tn m 0 0 r U) U)a kco Cl 0 0 ------------------------------------------- cc 4t tit 0 0 0 4 tt=tt �t 0 v* v Yx 4.7 $M541 Existing 225A Service Panel. (2), Proposed Location of IID Meter. U > N EXISTING SFD cn 01� C; O LO '44 04 (3) Proposed Location of AC U) (a �!F If 7 A Irm 0 171 e 1% A� - Disconnect for Utility Operations. G 41 - la 0 D (4) Proposed Location of (1) SMA- 800OUS Inverter with Intergraded j DC Disconnect. 0 I U 2- ERD (5) Proposed Location .. (42) ET- P660235B Solar Modules Roof 0 Cc), MAL Ll J i U > N EXISTING SFD cn 01� C; O LO '44 04 (3) Proposed Location of AC U) (a �!F If 7 A Irm 0 171 e 1% A� - Disconnect for Utility Operations. G 41 - la 0 D (4) Proposed Location of (1) SMA- 800OUS Inverter with Intergraded j DC Disconnect. 0 I U 2- ERD (5) Proposed Location .. (42) ET- P660235B Solar Modules Roof raper wze B Mounted. Total Area: 736 ft2 . .. . .. Scale V= 10' (6) Proposed Location of (1) 600VHV Drawn unction Box Solar Array occupies Title Site Plan less than 50% of Sheet Proposed Location of 1/4" Exterior total roof space PV -01 • EMT Conduit. 0 Cc), 00 Co raper wze B Mounted. Total Area: 736 ft2 . .. . .. Scale V= 10' (6) Proposed Location of (1) 600VHV Drawn unction Box Solar Array occupies Title Site Plan less than 50% of Sheet Proposed Location of 1/4" Exterior total roof space PV -01 • EMT Conduit. e o e © e © o © © • -rte IN�- - . • Oita (1) STRING m_m_m m . • • �� �s OF SOLAR CB BOND • PANEL FRAMINGWARNING PHOTOVOLTAIC DC WITH • GBL-4DBT GROUNDINGELECTRIC SHOCK HAZARD DISCONNECT PHOTOVOLTAIC GENERATOR SOLAR THE DC CONDUCTORS OF THIS PV OPERATING CURRENT 24.oA DISCONNECT FOR UTILITY OPERATION WARNING: PV INVERTER � _ CAUTION: HIGH SYSTEM ARE UNGROUNDED AND SHORT CIRCUIT CURRENT z4.sA OPERATING CURRENT 32.OA OUTPUT CONNECTION DO NOT .GROUND VOLTAGE DC CIRCUIT OPERATING VOLTAGE 336ov OPERATING VOLTAGE 240VAC RELOCATE THIS BREAKER. _• MAY BE ENERGIZED. MAx vol.raGE 511.ov STICKER LOCATED • - • INSIDE.C. CIRCUITSTICKER LOCATED PLACARD LOCATED ON INTEGRATED PLACARD LOCATED IN BREAKER EVERY 5 FEET ON DC DISCONNECT AND JUNCTION BOX INTEGRATED DC DISCONNECT- 0 WARNING WARNING CAUTION ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD POWER TO THIS BUILDING IS ALSO IF A GROUND FAULT IS INDICATED, ' -DO NOT TOUCH TERMINALS- SUPPLIED FROM THE FOLLOWING NORMALLY GROUNDED a- Photovolta NECTS • Array -Typical of I MAY BE UNGROUNDED AND ENERGIZED.I AND THE LOAD SIDES MAY BE LOCATED AS SHOWN: 42 ET PLACARD • • ENERGIZED IN THE OPEN POSITION (MAP) • '661 •• -•PLACARDS LOCATED ON FRONT OF AC •• LOCATED ON '• OF 1 combiner with 3 series strings of 14 modules each. DISCONNECT MAIN SERVICE PANEL For Series String: Amps Amps Vnp Isc Rnax .235 Watts STC - Module 212.1 Watts PTC - Module Rnax 3,290 Watts STC 2,969 Watts PTC Vrp 24.14 Volts max power - Modul Voc 36.50 Volts open circuit - Modul Vmp 338.0 Volts max power Voc 511.0 Volts open circuit Irrp 7.99 1 Amps max power WITH 15A FUSES. Isc 8.30 Amps short circuit 10.38 Amps - Design For Array: 32 40.00 Rnax 9,870 Watts STC 8,908 Watts PTC Vmp 338.0 Volts max power _ Voc 511.0 Volts open circuit Imp 24.0 Amps max power MAX POWER: 8000W Isc 24.9 Amps short circuit 31.1 Amps -Design Total for system: I ( - 8,908 watts PTC Wire Run Amps Amps Vnp Isc Amps Max w/ NEC Multiplier Fuse or Breaker Am s on Box 7.99 8.3 12.97 15.00 CONDUCTORS ARE (8) #10 AWG USE -2 IN FREE AIR UNDER ARRAY AND GROUND IS #10 AWG BARE COPPER Ams Location -Tem o Inverter 7.99 8.3 12.97 15.00 WITH 15A FUSES. Rating 30C ` Disconnect 32 40.00 40.00 Average Ambient Temerature F° 107 Minimum 13 Mik o uit Distance to Roof in. Qty Temperature Adder F° 310.15 B 2 c 40 Max Expected CONDUCTORS ARE (8) #10 AWG USE -2 IN FREE AIR UNDER ARRAY AND GROUND IS #10 AWG BARE COPPER Ams Module/Free-Air Tem F° 147 ected Conduit/THWN-2 Temp (F°°)_ 14 „ Total Conduit derate of 0.464 WIRE RUNS, AMPACITY, VOLTAGE DROP AND CONDUIT REQUIREMENTS a e Cu ntCarrvingConductors Grounding Conductors A C One- # of Way Design Worst Conduits Select Has Wire #Cnds'n Wire Wire Term DC/ Dist Vdrop # in EGC GEC Case Minimum in Max Conductor Wire Max Neutral Ampacity Co p Derated Term Ampacity Parallel AWG EQUIPMENT SCHEDULE: WIRE AND CONDUIT LEGEND: (TYPICAL OF ONE) AA Qty AWG Vdrop ET SOLAR ET-P660235B SOLARf PANELS CONDUCTORS ARE (8) #10 AWG USE -2 IN FREE AIR UNDER ARRAY AND GROUND IS #10 AWG BARE COPPER Ams Location -Tem © 600V RATED JUNCTION BOX L CONDUCTORS ARE (8) #10 AWG THWN-2 IN 3/4° EMT CONDUIT OR LARGER AND GROUND IS #10 AWG THWN-2 Derat WITH 15A FUSES. Rating 30C ` 3 CONDUCTORS ARE (3) #8 AWG THWN-2 IN 3/4- EMT CONDUIT OR LARGER AND GROUND IS #8 AWG THWN-2 QINTEGRATED SMA SB 8000US (240v) INVER TER WITH 1 C 15A FUSED DC DISCONNECT 4 BOND #6 AWG BARE COPPER WITH IRREVERSIBLE SPLICE TO LIFER G.E.C. OR UL LISTED 8' GROUND ROD WITH 0.60% RATED FOR 600V DC of ACORN CLAMP. _ Ok MAX POWER: 8000W 141-158 N CEC EFFICIENCY: 96.0% 0.8 0.58 MAX AC OUTPUT: 32A 90C 40 (@125% NEC): 40A 1 QSQUARE D FP222R 60A FUSED AC 1 16 1 DISCONNECT; UL LISTED, NEMA 3R, 240V. 0.30% VISABLE/LOCKABLE (OR EQUAL) 1 Ok Raceway AC Nameplate kW: 42 ' 212.1 ' 96% / 1000 = 8.55 kW. Total Conduit derate of 0.464 WIRE RUNS, AMPACITY, VOLTAGE DROP AND CONDUIT REQUIREMENTS a e Cu ntCarrvingConductors Grounding Conductors A C One- # of Way Design Worst Conduits Select Has Wire #Cnds'n Wire Wire Term DC/ Dist Vdrop # in EGC GEC Case Minimum in Max Conductor Wire Max Neutral Ampacity Co p Derated Term Ampacity Parallel AWG hlsul Oty AWG Qty AWG Vdrop Conduit Parallel Ams Location -Tem Cond @3nr erate Derat Ams Rating 30C 0/kft 1 10 USE -2 1 10 0 ;7 0.60% Free -Air 1 Ok Free -Air 141-158 N 55 0.8 0.58 25.52 90C 40 1.26917 1 r 10 THWN-2 1 1 16 1 v 0.30% 3/4" EMT 1 Ok Raceway 141-158 N1 40 0.8 i 0.58 18.56 1 90C 1 40 11.26917 1 1 r 8 1 THWN-2 1 1 r 8 1 • 0 r 6 1 0.23% 1 3/4" EMT I 1 I Ok I Raceway 114-1221 Y 1 55 1 1 F 0.82 , 45.1 1 75C 1 50 0.74367 1 r 8 1 THWN-2 1 1 8 1 0 r 6 1 0.23% 1 3/4" EMT 1 1 Ok Raceway 114-122 Y 55 1 0.82 45.1 75C 50 0.74367 Total DC Voltage Drop 1 090% j CITY OF LA QUINTA j BUILDING & SAFETY DEPT• APPROVED FOR CONSTRUCTION DATE BY-�---- s - .. 12/29/2010 r _ _ . Face -on View of PV Array,, of One - Y • ' 4 Revisions By } , y u. '• `. . ` 3/25/2011 FZ • } AV • 5/03/2011 W sE a sr :P a it ar i n ;! ,, v ;� a ., rte- ' • t r j to 0) PV panels'attached to support _ f fi - ,; �, . �� - - Q ' . cg) r-0) channel with Rail lntermodule to Clamps between each module p J • ' 4 ' ;'! co m co (see cut sheet for engineering - "' 0) j j i '' i j,' } 1 t 6/32 Stainless Steel Bolt "E °' °' ' specs) and Rail End Clamps at � TiT1-i � I I I I. � I J LO the end of every row. Support'- #8 Stainless Steel Flat N Washer � channels will be spliced on -end a -- Direct Burial Ground Lug �. ��# 0 d with R-136,Rail Splice Kits. Two _ '` , v .. a µ ,. - �� -_ _ . _�_;, ___ .. _ R Ips _ - - support channels laid 48' apart -: F _; ... - �- OR Q • E UAL Q can accommodate 4 modules ^- _ - _ ITY OF LA QUINTA - - ;k. co a 6/32 Stainless Steel of ILDING & SAFETY DEPT. o laid -portrait-style, as shown. �- , t-- f k and ,star washer " tt , r APPROVE® °'in € _ FOR CONSTRUCTION co - Bonded to = i grounded z DATE BY t electrode — ,'•• Roof Mount Detail ,\ ,. •' 1. -Pro Solar Tile Trac Racking System, or equal 2. Flush Mounted in 1 groups of.42 Modules o '3. Sized for wind loads up to 120 mph � x a" 5/16" S.S.'BOLT, F 5/16" S.S. LOCK WASHER ! I. 7 AL: MODULE CLIP "+ . CONCRETE "S" TILE SOLAR MODULE'- AL. CHANNEL NUT AL. CONTINUOUS RAIL f' j t . 3/8"x3" S.S. ALL THREAD Module Weight lbs 43.94 # of Modules: 42 Total Module Wei ht lbs. 1,845 Rack.Wei ht lbs. 169 Total Weight: 2,014 # of Stand-offs: 60 Loading Per Stand-off: 33.57 Total Area: ' 736 Loading (PSF) 2.74 to o - • ' TILE TRAC CARRIAGE 4.. Standard wood truss construction, 2x4 trusses 24" ca r I I O.0 tto form gabled roof, sheathed with 1/2 plywood. - TILE TRAC MOUNT Upper surface of plywood faced with felt paper. ti J z M t Finished roof surface is Concrete S Tile. _ 5. Mounting system to be attached to 2x4 trusses at °D a 5/16"x3.5" LAG BOLT no more than 4' O.C. depending on truss location: Paper Size B 6. Lag bolts are to be 5/16" x 3.5" stainless steel. (See • attached cut sheots) • Scale NTS 7. Roof penetrations are sealed with Schnee- • Drawn HV Morehead sealant and are guaranteed for ten years. Title Mounting Detail Sheet a� o cn L to t ' � m � co (O N N ` L.� C N �U)Ua to o - • ' TILE TRAC CARRIAGE 4.. Standard wood truss construction, 2x4 trusses 24" ca r I I O.0 tto form gabled roof, sheathed with 1/2 plywood. - TILE TRAC MOUNT Upper surface of plywood faced with felt paper. ti J z M t Finished roof surface is Concrete S Tile. _ 5. Mounting system to be attached to 2x4 trusses at °D a 5/16"x3.5" LAG BOLT no more than 4' O.C. depending on truss location: Paper Size B 6. Lag bolts are to be 5/16" x 3.5" stainless steel. (See • attached cut sheots) • Scale NTS 7. Roof penetrations are sealed with Schnee- • Drawn HV Morehead sealant and are guaranteed for ten years. Title Mounting Detail Sheet