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11-0386 (SOL)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: ( 11-00000386 Property Address: "43131 CORTE-DEL ORO APN: 609-380-997-12 -293233- Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 20000 Tiht 4 4 Q" 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 Code, and my License is in full force and effect. License;!Cl/s39s:/� C10 -C46 se No.: 915598 C ractor. 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 _ I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build.or . improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). ' Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/03/11 Owner: RIFKIN MATT H r 43131 CORTE DEL ORO !A�- LA QUINTA, CA 92253 `] a i`i:id i.:' v 20 11 1 Contractor: CITY0 1 N HELIOPOWER INC 25767 JEFFERSON AVENUE MURRIETA, CA 92562 (951)677-7755 Lic. No.: 915598 ----7------------------------------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ZURICH INS Policy NumberWC982899000 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 subje to the workers' compensation provisions of Section 3700 of the Labor Code If h omq with those provisions. at S 3 I licant: ��WY`' WARNING: FAILURE -TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT . IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit io cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of Vs county to enter upon the bove-mentioned prop rty r ins c on ur Date:il) Si ure (Applicant or Agent): ,pplication Number . . . . . 11-00000386 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee . . . . 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/30/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 7.5000 EA ELEC PWR APP >1 TO <=10 ---------------------------------------7------------------------------------ 7.50 Permit . . . SOLAR PERMIT Additional desc . Permit Fee . . 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 20000 Expiration Date 10/30/11 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 ---------------------------------------------------------------------------- Special Notes and Comments 4.OkW SOLAR ARRAY - (14) 315 WATT PANELS W/ (1) 3400W SMA INVERTER [246SF] 2010 CALIFORNIA ELECTRICAL CODE. April 27, 2011 5:00:56 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 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 1.00 .00 .00 1.00 Grand Total • 57.26 .00 .00 57.26 LQPERMIT Bin # Qty of LQ Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # (p " 3 Project Address:.4 I3 I I Owner's Name: Marr i -I I:IL�1� A. P. Number: Address: 'ill 31 (_4 1 -It t -A Legal Description: City, ST, Zip: � CA gZZ>S1. Contractor: , y Telephone: (% >. Address: 2S 7b-1 kEky5o,, AVN L Project Description: L4,0 0 PU So IwV City, ST, Zip:t�-v�G Telephone:<.:`•.;f'« `c l''• '..x,4;7:'.• :Z......:;..•,,,::} State Lie. # : q (SSoi.p City Lie. #; Arch., Engr., Designer: ' Address: City., ST, Zip: Telephone: , x$ .. •:t:};,#;-.1 l; si s Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lie. #:;•.:.;,,� Name of Contact Person: MIPILi� Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: OW) 832 - 4547 Estimated Value of Project:111 20, 000 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING 9 .. PERMIT FEES Plan Sets Plan Check submitted , i Item Amount Structural Cates. Reviewed, ready for correction K• -Plan Check Deposit Truss Cates. Called Contact Pcrson Phan Check Balance Title 24 Cates. Plans picked up "— " ' C'enst�ilc�o�A' Flood plain plan Plans resubmitted Mechanical Grading plan 2i° Review, ready for corrections/issue Electrical Subcontector List Called Contact Person Plumbing • Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''d Review, ready for correctio ssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. / Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees Gar�cvw(L �PoAt� � Sheet No. Description T -0I Title Page PV -01 Site Plan PV -02 Electrical Single Line / Placards I Wire and Conduit Chart PV -03 Mounting Detail Customer: Matt Rifkin 43131 Corte de Oro La Quinta, CA 92253 Ph: APN: 609610058 Company: HelioPower Inc. Ph: 951-677-7755 Fax: 951-677-9559 25767 Jefferson Ave. Murrieta, CA 92562 Contractor Lic. #915598 Class C-46 M. Rifkin Residence: 4.4 kWDC Photovoltaic System Fred WaWv ter 44th Ave Construction Notes: U I I i %J(-- LM tit v 11 v 1 r-% 1. Key Manufacturers are: BUILDING & SAFETY DEPT. - Inverter, SMA Solar Technology 4031 Alvis Court Rocklin, CA 95677 FOR CONSTRUCTION - Panels, Sunpower 3939 N. 1st Street �� ttA170�% San Jose, CA 95134 DATE" f BY Fmd A Grand... Soul at.. Vicinity Map'N N.T.S - Racking, Professional Solar Products 4630 Calle Quetzal 410'WA W Camarillo, CA 93012 - Solar PV System to be installed on a residential structure 1 story tall, with 2x4 24" O.C. trusses. - All components are UL listed and CEC certified, where warranted. - The solar PV system will be installed in accordance with Article 690 of the 2008 NEC and the 2010 CEC- 2010 CBC. - A ladder shall be in place for inspection in compliance with CAL -OSHA regulations. - This system is an utility interactive system with no storage batteries. - The Solar PV installation shall not obstruct any plumbing, mechanical, or building roof vents. - A grounding electrode system in accordance with NEC 690-47 and 250-50 through 60 and 250-166 shall be provided. Per NEC, grounding electrode system of existing building may be used and bonded to at the service entrance. If existing system is inaccessible or inadequate or is only metallic water piping, a supplemental grounding electrode will be used at the inverter location consisting of a UL listed 8 ft ground rod with acorn clamp. Grounding electrode conductors shall be no less than #8AWG and no greater than #6AWG copper and bonded to the existing grounding electrode to provide for a complete system. - Each module will be grounded using the supplied connections points identified on the module and the manufacturer's installation instructions. - Exposed non-current carrying metal parts of module frames, equipments, and conductor enclosures shall be grounded in accordance with 250.134 or 250.136 (A) regardless of voltage. -IID will be notified prior to use and activation of any solar installation. System will be commissioned by owner per utility interconnection agreement. - Proper access and working clearance around existing and proposed electrical equipment will be provided as per section 110.26 CEC. - Alternate power source placard shall be plastic, engraved in a contrasting color to the plaque. This plaque will be attachedl� by pop rivits or screws or other approved method. If exposed to sunlight, it shall be UV resistant. - Where metallic conduit containing DC conductors is used inside the building, it shall be identified as "Caution: High Voltage DC Circuit" every 5 feet. - All plaques and signage req. by 2010 CEC will be installed as req. -Signage and Labeling Specifications shall be: Red background with white lettering, 3/8" letter heights, all capital letters, Arial or similar font, weather resistant material (i.e. engraved plastic). - A DC disconnecting means shall be installed at a readily accessible location either outside of a building or structure or insides nearest the point of entrance of the system conductors as per section 690-14 of the CEC. - Height of Integrated AC/DC Disconnect shall not Exceed 6'-7" per NEC 240.24 -The Grounding Electrode Conductor shall be protected from physical damage between the grounding electrode and the panel (or inverter) if smaller than #6 copper wire per NEC 250.64B. The Grounding Electrode Conductor will be continuous, except for splices, or joints at busbars within listed equipment per NEC 250.64C. A - Photovoltaic modules are to be considered non-combustible. L 1 03/22/2011 1 a >Lb �LO Qa N ~ LO t O 0') NQ tiff U (0 rfl M ? LO to CF) 0) r - N � d ii O L r) O �U M T_ M d - LOr` v M N N 0? rn(D U[L a td 00 LO Co m w J (D Z a Q per Size _B Scale N.T.S Prawn JL Iritie Tile Sheet T- Ir 1O Existing 200A Service Panel. OProposed Location of SunRun Monitoring Meter. OProposed Location of AC Disconnect for Utility Operations. ® Proposed Location of (1) SMA-4000US Inverter with Intergraded DC Disconnect Inside Garage. 0 Proposed Location of W Exterior EMT Conduit. © Proposed Location of (1) 600V Junction Box 0 Proposed Location of (14)'SunPower SPR-315E-WHT-D Solar Modules Roof Mounted. Total Area: 246 ft2 L IDE AGE SunRun � r Ground leve POC Elevation (NTS) CORTE DEL OROft- ! 1 i - I 2 3 I i i EXISTING SFD s j I I C 0 0 . R oR 1 C I ' CITY OF LA QUINTA BUILDING & SAFETY DEPT. 0 0 ; APPROVED FOR CONSTRUCTION I j DATE BY� I I ' I I I i ' Solar Array occupies I i less than 50% of I.._.._.._. _.._.._.._.._.._.._.._.._.._.._.._.._. total roof space R r. � jnO' 0 O /B\ 10A FUSES 4Ni (1) STRING OF (7) SunPower Re dNi- BOND I +_ +_ +_ ••• +_ (1) STRING OF (7) SunPower SPR-315E-WHT-D ALL METALLIC RACKING AND PANEL FRAMING WITH ILSCO GBL4DBT GROUNDING LUGS STICKER LOCATED PLACARD LOCATED ON INTEGRATED MAX VOLTAGE 452 2V EVERY 5 FEET ON EMT DC DISCONNECT AND JUNCTION BOX PLACARD LOCATED ON INTEGRATED DC DISCONNECT Photovoltaic Array - Typical of 1 14 SunPower SPR-315E-WHT-D modules wired with PLACARD LOCATED AT INVERTER 1 combiner with 2 series strinas of 7 modules each. For Series String: EQUIPMENT SCHEDULE: Pmax 315 Watts STC - Module 290.0 Watts PTC - Module Paw 2,205 Watts STC 2,030 Watts PTC Vmp 46.62 Volts max power - Module Voc 64.60 Volts open circuit - Modul Vmp 326.3 Volts max power Voc 452.2 Volts open circuit Imp 5.76 Amps max power SMA SB 4000US (240V) INVERTER WITH Isc 6.14 Amps short circuit 7.68 Amps - Design For Array: RATED FOR 600V DC Rnax 4,410 Watts STC 4,060 Watts PTC Vmp 326.3 Volts max power Voc 452.2 Volts open circuit Imp 11.5 Amps max power CIT IsC 12.3 Amps short circuit 15.4 Amps - Design Total for system: 1 I 4,060 watts PTC Ee PLACARDS LOCATED ON FRONT OF AC DISCONNECT I 30A FUSES STICKER LOCATED NEXT TO P.O.C. CIRCUIT BREAKER INSIDE MAIN SERVICE PANEL MAP PLACARD LOCATED ON FRONT OF MAIN SERVICE PANEL 25A EXISTING 200A SERVICE 200A Main CB 2ooA 1IA. r *NOTE* NEUTRAL AND GROUND I BONDED HERE I a-- I(OFLAQUINTA ING & SAFETY DEPT. PPVED I CONSTRUCTION EQUIPMENT SCHEDULE: WIRE AND CONDUIT LEGEND: (TYPICAL OF ONE) AA SUNPOWER SPR-315E-WHT-D SOLAR PANELS1 CONDUCTORS ARE (4) #10 AWG USE -2 IN FREE AIR UNDER ARRAY AND GROUND IS #10 AWG BARE COPPER A600V RATED JUNCTION BOX 2 CONDUCTORS ARE (4) #10 AWG THWN-2 IN 3/4- EMT CONDUIT OR LARGER AND GROUND IS #10 AWG THWN-2 WITH 10A FUSES. WIRE RUNS, AMPACITY, VOLTAGE DROP AND CONDUIT REQUIREMENTS ARE (3) #8 AWG THWN-2 IN 3W EMT CONDUIT OR LARGER AND GROUND IS #8 AWG THWN-2 A SMA SB 4000US (240V) INVERTER WITH gCONDUCTORS --I- INTEGRATED 10A FUSED DC DISCONNECT 4 BOND #6 AWG BARE COPPER WITH IRREVERSIBLE SPLICE TO LIFER G.E.C. OR UL LISTED 9 GROUND ROD WITH RATED FOR 600V DC ACORN CLAMP. Array 1 Wire Run MAX POWER: 4000W Amps Max w/ NEC Multiplier Fuse or Breaker Amps Min CEC EFFICIENCY: 96.0% DC/ AC CIT Cu rdCarryingConductors # in Parallel AWG Insul MAX AC OUTPUT: 17A Worst Case Vdrop Minimum Conduit # of Conduits in Parallel (@125% NEC): 21.25A Select Conductor Location B U I LI QSQUARE D FP221R 30A FUSED AC =(A+B+C) Wire Derated Ams Tenn Rating D Term Ampacity 30C DISCONNECT; UL LISTED, NEMA 3R, 24OV, Array to Junction Box 5.76 6.14 VISABLE/LOCKABLE (OR EQUAL) 10.00 326.3 AE DC 100 2% 4 SunRun MONITORING METER 1 10 3: 1= n 25A EXISTING 200A SERVICE 200A Main CB 2ooA 1IA. r *NOTE* NEUTRAL AND GROUND I BONDED HERE I a-- I(OFLAQUINTA ING & SAFETY DEPT. PPVED I CONSTRUCTION 03/22/2011 Revisions By L0 v M N 0 Lo N , O N o rn Q t U !Y � a O C o to U c o F, rn CDr � J o Z a Q , -r-, B Scale NTS Drawn BL Title SLID / Wre a Conduit Chart Sheet PV -o2 WIRE RUNS, AMPACITY, VOLTAGE DROP AND CONDUIT REQUIREMENTS --I- Array 1 Wire Run Amps Amps Imp) (Isc) Amps Max w/ NEC Multiplier Fuse or Breaker Amps Min Volta a Max DC/ AC One- Way Design Dist Vdrop ft. <_ Cu rdCarryingConductors # in Parallel AWG Insul Grounding Conductors EGC GEC Oty AWG Otv AWG Worst Case Vdrop Minimum Conduit # of Conduits in Parallel Max Ams Select Conductor Location Wire Max Temp A B Has Wire #Cnds in Neutral Ampacity Conduit Cond @30C Derate C Wire Temp Derate =(A+B+C) Wire Derated Ams Tenn Rating D Term Ampacity 30C Q/kft Array to Junction Box 5.76 6.14 9.59 10.00 326.3 496.21 DC 100 2% 4 1 10 USE -2 1 10 3: 0.45% Free -Air 1 Ok Free -Air 141-158 N 55 0.8 0.58 25.52 90C 40 1.26917 Junction Box to Inverter 5.76 6.14 1 9.59 1 10.00 1 326.31 496.21 DC 1 50 2% 4 1 1 r 10 1 THWN-2 1 1 r 10 0.22% 1 3/4" EMT 1 1 Ok I Raceway 141-158 1 N 40 0.8 0.58 18.56 90C 40 1.26917 Inverter to AC Disconnect 17 21.25 25.00 1 211 1 264 JAC 1 10 1 1% 1 3 1 1 r 8 1 THWN-2 1 1 r 8 1 0 r 6 1 0.12% 1 3/4" EMT 1 1 Ok I Raceway 114-122 1 Y 1 55 1 1 1 0.82 45.1 1 75C 1 50 10.74367 AC Disconnect to POC 1 17 21.25 25.00 211 264 AC 10 1 1% 1 3 1 1 r 8 1 THWN-2 1 1 r 8 0 r 6 0.12% 3/4" EMT 1 Ok Raceway 114-1221 Y 1 55 1 1 1 0.82 1 45.1 1 75C I 50 I 0.74367 I I I Total DC Voltage Drop Total AC Voltage Drop 0.67% 0.24% Average Ambient Temperature F° 107 Minimum Historical Temperature F° 13 Min Conduit Distance to Roof in. 3 Temperature Adder F° 310.15 B 2 40 Max Exoected Module/Free-Air TemD (F°) 147 03/22/2011 Revisions By L0 v M N 0 Lo N , O N o rn Q t U !Y � a O C o to U c o F, rn CDr � J o Z a Q , -r-, B Scale NTS Drawn BL Title SLID / Wre a Conduit Chart Sheet PV -o2 PV panels attached to support channel with Rail Intermodule Clamps between each module (see cut sheet for engineering specs) and Rail End Clamps at the end of every row. Support channels will be spliced on -end with R-136 Rail Splice Kits. Two support channels laid 48" apart can accommodate 4 modules laid portrait -style, as shown. Face -on View of PV Array, Typical of One Bonded to grounded electrode �TAi �ai:�al�saeasl �'-bf. 93i'WRK VJ'�4' �,a": 9n a+� 00 qq vi f- '11 Teti tJI', rrtI IIIIi F -�rT 6/32 Stainless Steel Bolt #8 Stainless Steel Flat Washer Direct Burial Ground Lug (ILSCO GBL4DBL) OR EQUAL 6/32 Stainless SteellBolVITY OF LA QUINTA and Star Washq EULDING & SAFETY DEPT. f-------------------------------------------------------------------------- i I SOLARMOUNT-1 SLIDER WITH I MIDCLAMP i SOLAR PANEL I � I I � I I SOLARMOUNT-1 1.0 BEAM I I I I -----, I , I I ------- SOLARMOUNT-1 ONE FLANGE FOOT I I — 300 SERIES STAINLESS STEEL 3/6'-16 j I FLANGED HEX HEAD SCREW WITH 1- I I %" EPDM WASHER I I � I 2 PIECE ALUMINUM STANDOFF -3" j I I I I I I I I I I I I 5/16X3.5" LAG SCREW I � , I Li I — I I I � I I � , I � , I I I � , I I � I �I -----------------------------------------------------------------------------I APPROVED FOR CONSTRUCTION DATE Roof Mount Detail 1. Unirac SolarMount-I 1.0 Racking system 2. Flush Mounted in groups of 14 Modules 3. Sized for wind loads up to 120 mph Module Weight lbs 41.18 # of Modules: 14 Total Module Weight lbs. 577 Rack Weight lbs. 56 Total Weight: 633 # of Stand-offs: 20 Loading Per Stand-off: 31.63 Total Area: 246 Loading (PSF) 2.57 4. Standard wood truss construction, 2x4 trusses 24" O.C. to form gabled roof, sheathed with 1/2" plywood. Upper surface of plywood faced with felt paper. Finished roof surface is Concrete S Tile. 5. Mounting system to be attached to 2x4 trusses at no more than 4' O.C. depending on truss location. 6. Lag bolts are to be 5/16" x 3.5" stainless steel. (See attached cut sheets) 7. Roof penetrations are sealed with Schnee - Morehead sealant and are guaranteed for ten years. RENEWS Highest Efficiency SunPowerlm Solar Panels are the most efficient photovoltaic panels on the market today. Mone Power Our panels produce more power in the some amount of space—up to 50% more than conventional designs and 100% more than thin film solar panels. Reduced Insthak6on Cast More power per panel means fewer panels per install. This saves both time and money. Reliable and Robust Design Proven materials, tempered front glass, and a sturdy anodized frame allow panel to operate reliably in multiple mounting configurations. SPR-315E-WHT D The planet's most powerful solar panel. The SunPowerTm 315 Solar Panel provides today's highest efficiency and performance. Utilizing 96 back -contact solar cells, the SunPower 315 delivers a total panel conversion efficiency of 19.3%. The 315 panel's reduced voltage -temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SunPower's High Efficiency Advantage - Up to Twice the Power Thin Film Conventional SunPawrr Peak Watts / Panel 65 215 315 Efficiency 9.0% 12.896 19.3 Peau VAdb / fp M 8(90) 12 (128) 8 1i93j About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50% more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. C @us t. Electrical Data r Msosued m $lands i laza Cond'nions PC): h d.— of 1000W/ms, AM 1.5, and cell sump nstu s 25- C Peak Power (+5/-3%) Rated Voltage Pmox Vmpp 315 W 54.7 V Rated Current Impp 5.76 A Open Circuit Voltage Voc 64.6 V Short Circuit Current Isc 6.14 A Maximum System Voltage UL 600 V Temperature Coefficients black); stacking ins Weight 41.0 lbs (18.6 kg) Power -0.38%/ K Voltage (Voc) -176.6mV / K Current (Isc) 3.5mA / K NOCT 45e C +/-2e C Series,Fuse Rating 15 A t Mechanical Data So ells 96 SunPower all -back contact monocrystallin e ,, Fro&tGlass High transmission tempered glass with anti -reflective AR coating Junction Box IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 (mm) Output Cables 1000mm length cables / MultiContact (MCA) connectors Frame Anodized aluminum alloy type 6063 black); stacking ins Weight 41.0 lbs (18.6 kg) • —> Grounding Males :D Stoking Pins MM (IN) I-V Curve 7,0 1000 wte of so° c 6,0 1000 w/e+' 5,0 a 4,0 Boo W/+' - t 3,0 -- r { v' 500 W/m' 2,0 1,0 --- 200 W/m' 0,0 0 10 20 30 40 50 60 70 Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Tested Operating Conditions Temperature -40a F to +185° F (40a C to + BY C) Max load 50 psf 245 kg /M2 (2400 Pa) front and back - e.g. wind Impact Resistance Hail 1 in (25 mm) at 52mph (23 m/s) Warranties and Certifications Warranties 25 year limited power warranty 10 year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating ti Dimensions 2X 262 (10.30 1 4X 399 2X 30 2X 577 115.701 11.181 (22.70 1 L2X 04.2 1046 1.171 141.181 2X 1200 14724] 12 06.6 4X 160 117 1 17.071 _ 8 04.2 4X 230.8 1.171 � 19.091 I 2X 11.0 143 6X 1002 139.45) 1 1 1 1 1 1 1 1 1 1 1 1_it W 915 2.5 (61.39) 4X 13.31. 4X 112 (W21B 2X 136.021 2X 110301 46 4X 12 2X 1535 11.81 1 1.47 1 160.451 CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. ' Visit sunpowercorp.com for details tWER and tU`NPOWER logo ora oodemorks w registered vodemarks of SunPower Corpot1 cm. s U n pOWe rcorp. com 2009 Suf3erCorporotiw. All rights reserved. Specifications included in this dotosheei ore subject to chonge without notice. Document 9001,52285 RevA / LTR EN SMA SUNNY BOY 3000US / 4000US � I Lti • Ideal for residential or light • Integrated lood-break rated Opticool,M commercial applications i • Rugged cast aluminum outdoorUL • Integrated fused series string communications and data rated enclosure �� combiner collection options • UL 1741/IEEE-1547 compliant ® • 10 year standard warranty SUNNY BOY 3000US/4000US The best in their class d A M L 1 5 � t jt •. Highest CEC efficiency in its class • Sealed electronics enclosure & • Ideal for residential or light • Integrated lood-break rated Opticool,M commercial applications lockable DC disconnect switch • Comprehensive SMA • Rugged cast aluminum outdoorUL • Integrated fused series string communications and data rated enclosure �� combiner collection options • UL 1741/IEEE-1547 compliant ® • 10 year standard warranty SUNNY BOY 3000US/4000US The best in their class Our US series inverters utilize our proven technology and are designed specifically to meet IEEE -1547 requirements. Compact design makes them ideal for residential use and the integrated lockable DC disconnect makes installation more cost effective. They are field -configurable for positive ground systems making them more versatile than ever. Increased efficiency means better performance and shorter payback periods. With over 750,000 fielded units, Sunny Boy is the benchmark -for PV inverter performance and reliability throughout the world. Technical Data CEC Weighted Efficiency 95.0. ®208 V 95.54 ®240 V 95.5% @ 208 V 96.0% @ 240 V Dimensions: W x H x Din inches 17.8 x 13.8 x 9.3 17.8 x 13.8 x 9.3 SB 3000USFSB 4000US 84 lbs / 97 lbs Ambient Temperature Range L -13 to 113 °F r -1310 113 'F Power Consumption: standby / nighttime 8 8 <7W/0.1 W Topology Low frequency transformer, true sinewave Recommended Maximum PV Power (Module STC( 3750 W 4375 W @ 208 V / 5000 W @ 240 V 1 DC Maximum Voltage_ 500 V 600 V Peak Power Tracking Voltage 175 - 4.00 V ®208 V 220 - 480 V @ 208 V _400 V_@ 240 V 250 - 480 V @ 240 V = DC Maximum Input Current 17 A18 A' 4 DC Voltage Ripple <5% <5% Number of Fused String Inputs 20 A (DC disconnect) 2 (inverter), 4 x 20A (DC disconnect) PV Start Voltageir 228 V 285 V AC Nominal Power 3000 W 3500 W @ 208 V/4000 W @ 240 V AC Maximum Output Power 3000 W 3500 W @ 208 V/ 4000 W @ 240 V AC Maximum Output Current 15 A @ 208 V, 13 A @ 240 V 17A g AC Nominal Voltage Range 183 - 229W @ 208 V 183 - 229 V @ 208 V 211 - 264 V ®240 V 211= 264 V_@ 240 V AC Frequenry: nominal / range' -60-H. / 59.3 = 60.5 Hz 60 Hz / 59.3 - 60.5 Hz Power Factor (Nominal) 0.99 0.99 Peak Inverter Efficiency 96.5% 96.8% CEC Weighted Efficiency 95.0. ®208 V 95.54 ®240 V 95.5% @ 208 V 96.0% @ 240 V Dimensions: W x H x Din inches 17.8 x 13.8 x 9.3 17.8 x 13.8 x 9.3 Weight /Shipping Weight L 84 lbs / 97 lbs 84 lbs / 97 lbs Ambient Temperature Range L -13 to 113 °F r -1310 113 'F Power Consumption: standby / nighttime <7W/0.1 W <7W/0.1 W Topology Low frequency transformer, true sinewave Low frequency transformer, true sinewave Coolina Concent OotiCooll". forced active cooling 1 r OotiCool'". forced active cooling Mounting Location: indoor/ outdoor (NEMA 3R) 10/0 2/0 Efficiency Curves 1000 4000 3000 A000 PAC IW1 Tel. +1 916 625 0870 Toll Free +1 888 4 SMA USA www.SMA-Americaxom ...w. -m,. — f for dao wrap and Y}7-•. �1' • dededroarc' . 9 SMA America, LLC / Uw' Z+`0 V DC _ -- Uw:310 V DC -- Uw ASO V DC' ss a000us 1000 4000 3000 A000 PAC IW1 Tel. +1 916 625 0870 Toll Free +1 888 4 SMA USA www.SMA-Americaxom ...w. -m,. — f for dao wrap and Y}7-•. �1' • dededroarc' . 9 SMA America, LLC me UNIRAC A HILTI GROUP COMPANY 2 -Piece Standoff Technical Datasheet Pub 101026 -ltd V1.0 October 2010 2 -Piece Aluminum Standoffs ............................ 1 2 -Piece Aluminum Standoff with SolarMount-1 1 -flange connection .................... 2 2 -Piece Aluminum Standoff with L -foot connection .................................. 2 Standoffs 2 -Piece Aluminum Standoffs Part No. 310503, 310504, 310506, 310507, 310553, 310554, 310556, 310557, 310603,.310604, 310606, 310607, 310653, 310654, 310656, 310657 1.66 3" MIN T' MAX 0.31 560.38 Dimensions specified in inches unless noted Standoff and Base Material: • One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38 ksi; Yeild: 35 ksi • Clear or Dark anodized Weight: • 3" Standoff (as shown): 0.522 pounds (237 g) • Add 0.086 pounds per inch (39 g/ inch) Allowable and design loads are valid for a Unirac 2 -piece aluminum standoff Attach with zinc plated carbon steel or stainless steel fasteners Resistance and safety factors are determined according to Part 1A section 9 of the 2005 Aluminum Design Manual NOTE: Loads are given for the standoff only. Check load limits for lag screw or other attachment method. *Example: If the module is mounted 6" (0.5 ft) from the base of the standoff, the allowable side load is 250 ft*lbs/ 0.5 ft = 500 lbs Average Ultimate Allowable Safety Design Resistance Applied Load Load Load Factor, Load Factor. Direction lbs (N) lbs (N) W lbs (N) F Tension/ 266(4089 Compression, (14528) 844) 3.00 1633 (7264) 0.500 Yt vZ Bending, 559 ft lbs 250 ft lbs 378 ft lbs Applied (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 Moment* *Example: If the module is mounted 6" (0.5 ft) from the base of the standoff, the allowable side load is 250 ft*lbs/ 0.5 ft = 500 lbs 2 -Piece Aluminum Standoff with SolarMount-I 1 -flange connection Part No. 05013C, 05014C, 05016C, 05017C :e�UNIRAC A HILTI GROUP COMPANY Reference the SolarMount-I series datasheet for 1 -flange connection specifications. For the 1 -flange connection to standoff: • Use included 1 %" EPDM washer between the 1 -flange Y connection and standoff • Assemble with included 300 series stainless steel W-16 flanged Z hex head screw X Use anti -seize and tighten to 30 ft -lbs of torque Allowable and design loads are valid when components are assembled according to authorized Unirac documents. . 1 -Flange connections are compatible with SolarMount-I series beams. Resistance factors and allowable loads are determined according to part 1A section 9 of the 2005 Aluminum Design Manual. NOTE: Loads are for the connection and standoff only. Check load limits for the lag screw or other attachment method. Applied Load. Direction Average Ultimate lbs (N) Allowable Load lbs (N) 'Safety Factor, FS Design Loads lbs (N) Resistance Factor, 4 Tension, Y+ 1415 (6294) 635 (2825) 2.23 960 (4270) 0.675 Compression, Y 1949 (8670) 873 (3883) 2.23 1320 (5872) 0.677 Transverse, X-, downhill 635 (2825) 313 (1392) 2.03 473 (2104) 0.74: Transverse, X+, uphill 42 (187) 20 (89) 2.15 30 (133) 0.70E UZ Bending, Applied Moment 559 ft lbs (758 Nm) 250 ft lbs (339'Nm) 2.24 378 ft lbs (512 Nm) 0.67E 2 -Piece Aluminum Standoff with L -foot connection Reference the SolarMount datasheet for L -foot specifications. For the L- foot to standoff connection: • Use included 1 %" EPDM washer between the L -foot and standoff • Assemble with included 300 series stainless steel W-16 flanged hex head screw • Use anti -seize and tighten to 30 ft -lbs of torque Y Allowable and design loads are valid when components are assembled accordini �Z to authorized Unirac documents. X L -feet are compatible. with SolarMount, SolarMount Heavy Duty, and SunFrame rails. Resistance factors and allowable loads are determined according to part 1A section 9 of the 2005 Aluminum Design Manual. NOTE: Loads are for the connection and standoff only. Check load limits for the lag screw or other attachment method. Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor. 4 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.57E Compression, Y 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.61E Sliding, Zf 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.64E Transverse, Xt 486' (2162) 213 (949) 2.28 323 (1436) 0.664 UZ Bending, Applied Moment 559 ft lbs (758 Nm) 250 ft lbs (339 Nm) 2.24 378 ft lbs (512 Nm) 0.67E FA Standoffs & Flashings Installation- Manual 907.2 [ 1 ] Installer responsibility • Complying with all applicable local of national building codes, including any that may supercede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under building live load - conditions; • Using only Unirac parts and installer -supplied parts as specified by Unirac (substitution of parts may void the warranty); • Maintaining the waterproof integrity of the roof; and • Ensuring safe installation of all electrical aspects of the PV array. OOUNIRAC amm NN A HILTI GROUP COMPANY See www.unirac.com/distributors for; our nearest Unirac distributor. Unirac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. u U N I RAC Installation Manual 907.2 Standoffs & Flashings Standoffs: 3-,4-, 6-, and Tinch lengths in each type Shaft O.D. Use Components Use only with SolarMount standard or HD rails. • Welded standoff Raised flange 15/8" Secure to rafter with 2 lag screws at opposite • 2 lags, 5/16 x 31/21 (zinc) zinc -plated steel corners, orienting the flange parallel to the rails. Flattop I -piece zinc -plated steel Flat top 2 -piece aluminum Use with SunFrame, SolarMount standard, or • Welded standoff 15/87 SolarMount HD rails. Secure to rafter with 2 lag • Bolt, 3/8" x 11/4" e screws at opposite corners. Secure L -foot or • Lock washer, 3/8" installer -supplied strut directly to standoff with • 2 lags, 5/16" x 31/2"* standoff hardware. Use with SunFrame; SolarMount standard, or SolarMount HD rails. Secure to rafter with 2 lag screws. Secure L -foot or installer -supplied I5/e" strut directly to standoff with standoff hardware. Especially convenient when Installing over a the roof because flashing can be precisely f Wed over secured base prior to Installation of shaft» • Shaft • Base assembly • Bolt, 3/8" x 11/4" Flange Head • Lock washer, 3/8" • 2 lags, 5/16" x 31/21 (zinc) • EPDM Washer * A lag -bolt removal credit is available wherever an installer prefers to substitute a different lag bohThe installer is solely responsible for determining wheth- er lags are adequate to handle We and dead loads under wind conditions at the installation site. Wind loads and lag pullout capacities are addressed in Code -Compliant installation manual for SolarMount (Installation Manual 227) and SunFrome (Installation Manual 809). Flashings for all current standoffs (I s/e" O.D. shaft) (see illustrations, p. 3) *Packs of 12 flashings Flashings for other uses ('/2 1'/e7 O.D. shaft) Part no. Dimensions Collared, galvanized 990109 8.75" x 12.5" Flashing refers to thin, continuous pieces of sheet metal or other impervious material installed to prevent the passage of water into a structure from an angle or joint. Flashing generally operates on the principal that, for water to penetrate a joint, it must work itself upward against the force of gravity or in the case of wind -driven rain, it would have to follow a tortuous path during which the driving force will be dissi- pated. Unirac offers flashings to be used specifically with Unirac standoffs. These flashings are collared, thereby eliminating the need for.the use of sealant between standoff and flashing. The flashing slides over the standoff, under the shingle above, and over the shingle below. The following installation instruction provides an explanation of planning and installation of three different applications. Part no.* Dimensions Collared; galvanized 990101 8.75"x 12.5" Collared; aluminum 990102 8.75" x 12.5" Collared, soft aluminum 990103 18" x 18" *Packs of 12 flashings Flashings for other uses ('/2 1'/e7 O.D. shaft) Part no. Dimensions Collared, galvanized 990109 8.75" x 12.5" Flashing refers to thin, continuous pieces of sheet metal or other impervious material installed to prevent the passage of water into a structure from an angle or joint. Flashing generally operates on the principal that, for water to penetrate a joint, it must work itself upward against the force of gravity or in the case of wind -driven rain, it would have to follow a tortuous path during which the driving force will be dissi- pated. Unirac offers flashings to be used specifically with Unirac standoffs. These flashings are collared, thereby eliminating the need for.the use of sealant between standoff and flashing. The flashing slides over the standoff, under the shingle above, and over the shingle below. The following installation instruction provides an explanation of planning and installation of three different applications. Standoffs & Flashings Installation Manual 907.2 U N I RAC Planning and installation There are many possible configurations of standoffs and flashing. The three examples here illustrate major product varieties and installation settings. Example 1 2 -piece, aluminum, flat top standoff Soft aluminum flashing Tile roof SunFrame (shown) or SolarMount rail SunFrame X rail +!� L -foot Mold flashing to tile Rafter Remove a tile over a rafter. Install the base of a two-piece standoff, ensuring that both lag bolts are screwed into the rafter. Install soft aluminum flashing over the base, inserting it under the file above and forming it to the shape of the tile. Insert standoff shaft through the opening in theflashing, lashing, screwing it down firmly in place onto the base. Seal with roofing cement or other appropriate compound. Attach L feet to standoffs. Slide L -foot mounting bolts along slot on SunFrame (or SolarMount) rail. Insert footing bolts through L feet and fasten with flange nuts. Example 2 1 -piece, steel, flat top standoff No -Calk' flashing Shingled roof SunFrame (shown) or SolarMount rail SunFrame k Shingle rail L -foot Rofter No -Calk collar j Cut an opening in the roofing material over a rafter to accommodate the flashing riser. Install the standoff, ensuring that both lag bolts are screwed into the rafter. Insert the flashing under the shingle above and over the shaft of the standoff. No -Calk collar does not require sealing of the flashing and standoff shaft. Attach L4eet to standoffs. Slide L foot mounting bolts along slot on SunFrame (or SolarMount) rail. Insert footing bolts through L feet and fasten with flange nuts. :F U N I RAC Installation Manual 907.2 Standoffs & Flashings Example 3 1 -piece, steel, raised -flange standoff No -Calk- flashing Shingled roof SolarMount rail SolaWount rail Shingle Raffef, r No -Calk collar fi Cut an opening in the roofutg material over a rafter to accommodate theflashing lashing riser. Install the standoff, ensuring that (1) both lag bolts are screwed into the rafter, and (2) the raised flange is oriented parallel to the rail. Insert the flashing under the shingle above and over the shaft of the standoff. No -Calk'" collar does not require sealing of the flashing and standoff shaft. Slide mounting bolts along slot on SolarMount rail. Insert footing bolts through raised flange on standoff and fasten with flange nuts. 10 year limited Product Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser') of product(s).that it manufactures ("Product') at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, from the earlier of 1) the date. the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall beVOID if installation of the Product Is not performed in accordance with Unlrac's written installation Instructions, or If the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or If the Product is Installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by the Purchaser under any circumstances. If within the specified Warranty period the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, In Unlrac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unlrac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unlrac's limited Warranty covers only its Product, and not any related items. deo U N I RAC 1411 Broadway Boulevard NE NR Albuquerque NM 87102-1545 USA 4 SolarMount I -Series, 1.o Beam Engineering Report, Page 1 of 2 90 mph And Chart Ground Snow Module Size 0 52" z 35" 65" x 40" 77" x 51" Max Span (inches) Point Loads (pounds): Up/ Down/ Side '20 30 40 56 52 48 44 229/262154 211/305/98 197/327/123 177/364/140 49 44 41 37 250/286158 2221321/101 207/345/129 186/384/148 40 35 33 30. 238/273156 212/307/96 1981329/123 1781366/141 110 mph Wind Chart Ground Snow Module Size 0 52" x 35" 65" x 40" 77" x 51" 20 30 ' 40 49 48 45 42 3051323/47 295/334/86 277/ 358/ 113 2611377/136 41 40 38 36 11211340/49 311/352/92 2921375/119 2761397/143 33 32 30 29 306/ 325/ 47 1 297/336188 278/3581113 1 2631379/136 120 mph Wind Chart Ground Snow Module Size 0 52" x 35" 65" x 40" 77" x 51" 20 30 A0 45 45 42 40 337/350/43 3341353/83 315/ 374/ 107 2991394/130 38 '38 36 34 355/369/45 352/372/87 33213941113 31514151137- 15/415/13731' 31' 30 29 27 3391352143 1 338/ 355183 1 317/3761108 1 3011396/130 150 mph Wind Chart Ground Snow . Module Size 0 52""x 35" 65" z 40" 77" x 51" 20 30, 40 37 37 37 35 4321427/35 432/427168 432/432/93 41614491114 31 31 • 31 30. 455/450/37 455/ 450171 455/455196 43814731120 25 25 25 24 434/429/35 1 4341429/68 434/434193 1 '4181 45V 114 Installation of products related to this engineering report is subject to the requirements below: • Flush roof Installations only; modules must be < 10°. from roof surface • The building has either a flat roof, a gable roof 545', or a hip roof 527° • The roof has a minimum slope of 1.2° • Installation must have at least 4 modules grouped together (minimum 50 ft2) • Surrounding ground area must not slope more then 10 degrees • Location must fall Into Wind Exposure Category 8 or C. • Building height must be less than or equal to 30 feet • For roof zones 2 and 3 use 12 Max Span • Max cantilever =113 Max Span • Ground snow loads are adjusted for roof slope and temperature based on ASCE 7-05 • Long edge of module must be perpendicular to the beam • The installer must comply with the responsibilities and instructions described In the install manual • The installer must confirm that the method of attachment (components and hardware) and structure can handle the given point loads • In regions with ground snow loads less than 20 psf but not zero, the roof angle in degrees must be greater than the horizontal distance from eave to ridge 150 • System dead load, Including modules and mounting hardware, must be between 2 and 3.5 psf. • Importance factors are equal to 1.0 in all cases. • Unbalanced and drift snow loads have not been considered. • Installations must be in seismic site Gass A, B, C, or D • Spectral response acceleration, S6, is 51.5 (and 5 0.35 if snow loads are t 30 psf). Uplift •i module Downforce -L module Side module Know your ilmitsl Check attachment load limits. N�`:= , �d 64 ;oNA �, -x.30 Wilson & Company, Inc., Engineers & Architects. F-1677 y V. KlN�y � 1433 4 • 0,110 0% StON&L .�C62284 0: 2840' br►� _�i+.SSlOtla/ c y 19420 STEVEN J. s a METRO I l%, Q SolarMount I -Series, i.o Beam Engineering Report, Page 2 of 2 y,`,, ~ rgJ►�i Description Variable Value Units - *, *� Building Height h 30 ft0 '.*-........................ r .......t,. * i Roof Pitch 0-45 degrees GARY W. KINCHEN , Wind Exposure Category C ;... ...... ...................• Importance Factor 1 1 . , 913 Effective Wind Area 50+ ft2 A g �: , Topographic Factor Kzt 1 40 NAL E:��' 36 Roof Zone 1 (use 1/2 span for zones 2 and 3) Wilson &Company, Inc., Design iWifid. Loads Engineers & Architects. Max Design Wind Load, Pnet; Uplift (psf)-19.2 -28.7 -34.2 -53.3 Max Design Wind Load, Pnet.Downforce (psf) 17.5 26.0 31.1 48.4 Dead, Snow. and Earthauake Loads Dead Load; min/ max 2/3.5 psf Earthquake Load 2.8 Esf Ground Snow Load, Pg, (pounds/ 1`12) 20 30 40 Max Sloped roof snow load (psf) 20.0 25.2 33.6 Max Distance between splices Inches, feet [653:54 336 28 245,20 193,16 Distributed Loads for 65"Ix 40" module, pounds/ Inch (smaller modules •20%, larger modules+18%) Ground Snow Load (psf) Wind Load (mph) 0 20 • -30 0 1• : perpendicular/ normal _ 4:06 4.06 4.06 4.06 4.65 5.87 &M 8.37 0.95 1.84 2.53 3.22 6.21. ,6.21 • 6.21 6.21 6.57 7.02 7.98 8.94 0.95 1.84 2.53 3.22 7.44 7.44 7.44 .7.44 7.71 7.88 8.83 9.79 0.95 1.84 2.53 3.22 11.77 11.77 11.77 11.77- 11.63 11.63 11.77 12.73 0.95 1.84 2.53 3.22 Upllft,A to module Downforce, -L to module Side, //module Uplift, 1 -to module Downforce. •1 to module Side, # module Uplift, -L to module Downforce,1 to module Side, # module Uplift, •1 to module Downforce, l to module Side, #module # :parallel For Installations that do not comply with the limitations on page 1, refer to www.unlrac.com for an engineering design guide to manually calculate loads or contact your distributor. The design is based on and In compliance with the following codes/standards: 1. 2003 International Building Code. by International Code Council, Inc., 2003. 2. 2006 International Building'Code, by International Code Council, Inc., 2006. 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures. by The Aluminum Association, Washington, D.C., 2005. 4. 2007 California Building Code (CBC), based on the 2006 International Building Code, by International Code Council, Inc., 2006. F-1677 y $1141L.- KIIyC M 14366 � 3 �',iui►irl,14 ,�'.$ggtONA1 kp% h6�284 0: c Py U4 90 Uplift 1 module 110 l f 120 Downforce -L module Side # module 150 1• : perpendicular/ normal _ 4:06 4.06 4.06 4.06 4.65 5.87 &M 8.37 0.95 1.84 2.53 3.22 6.21. ,6.21 • 6.21 6.21 6.57 7.02 7.98 8.94 0.95 1.84 2.53 3.22 7.44 7.44 7.44 .7.44 7.71 7.88 8.83 9.79 0.95 1.84 2.53 3.22 11.77 11.77 11.77 11.77- 11.63 11.63 11.77 12.73 0.95 1.84 2.53 3.22 Upllft,A to module Downforce, -L to module Side, //module Uplift, 1 -to module Downforce. •1 to module Side, # module Uplift, -L to module Downforce,1 to module Side, # module Uplift, •1 to module Downforce, l to module Side, #module # :parallel For Installations that do not comply with the limitations on page 1, refer to www.unlrac.com for an engineering design guide to manually calculate loads or contact your distributor. The design is based on and In compliance with the following codes/standards: 1. 2003 International Building Code. by International Code Council, Inc., 2003. 2. 2006 International Building'Code, by International Code Council, Inc., 2006. 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures. by The Aluminum Association, Washington, D.C., 2005. 4. 2007 California Building Code (CBC), based on the 2006 International Building Code, by International Code Council, Inc., 2006. F-1677 y $1141L.- KIIyC M 14366 � 3 �',iui►irl,14 ,�'.$ggtONA1 kp% h6�284 0: c Py U4 Upllft,A to module Downforce, -L to module Side, //module Uplift, 1 -to module Downforce. •1 to module Side, # module Uplift, -L to module Downforce,1 to module Side, # module Uplift, •1 to module Downforce, l to module Side, #module # :parallel For Installations that do not comply with the limitations on page 1, refer to www.unlrac.com for an engineering design guide to manually calculate loads or contact your distributor. The design is based on and In compliance with the following codes/standards: 1. 2003 International Building Code. by International Code Council, Inc., 2003. 2. 2006 International Building'Code, by International Code Council, Inc., 2006. 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures. by The Aluminum Association, Washington, D.C., 2005. 4. 2007 California Building Code (CBC), based on the 2006 International Building Code, by International Code Council, Inc., 2006. F-1677 y $1141L.- KIIyC M 14366 � 3 �',iui►irl,14 ,�'.$ggtONA1 kp% h6�284 0: c Py U4 1-1 CU-THHN 141 i.��ill THH d 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 *C. When used as Type THWW2 or TWN75, conductor is suitable for use in wet or dry locations at temperatures not to exceed 90 eC or not to exceec 75 OC 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 eC or dry locations at temperatures not to exceed 90 eC (with ampacity limited to that for 75 OC conductor temperature per NFPA 79). Conductor temperatures not to exceed 105 OC 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 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 900 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, arid gray. Some colors standard, some subject to economic order quantity. 1 Oil and gasoline resistant II as defined by Underwriters Laboratories. •:� _ Copyright 2010, bouthwtre Company. •• •. • �i��nosp e�s !g Ig , �i, �, - All Rights Reserved ::• SouthwireCAR MADE i�Jw7R�'l'ic 1Wg •:• , L 'sotrthwlre Is a registered trademark ••'T/ One Southwire Drive ' IN'* THE Ro"S Complint 01sauthMreCompany. Carrollton, Ga. 30119 USAU S SIMpull THHN Conductor Insulation Thickness (mils) Jacket Thickness (mils) Nominal O.D. (mils) Approx. Net Weight Per 1000 k. (Ibs) Allowable Ampacities+ Standar, Packag( Size (AWG or kcmil Nom. 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. Sizes 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 < higher 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 ti: 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 or 1 Scorch 11.1.0plions MOM Login Registel / �,.0 nu, ern., alr.,c rrz l uru�e�f tli��e,co„oao� My II¢o Atroul Us Products Rolnrmuu Customer Servrco Conlacl Us Dr:UrUulor: I !'rico 6 Avoilobiliry/Ordor DIRECr BURIAL • Manufactured from high strength copper alloy with stainless steel screw. • UL listed and CSA codified for direct burial in earth or concrete! • Tested to UL 467. ; • Lay -In feature for ease In Installation. • For copper conductor only. • 'Rated for grounding and bonding. • Rated for 600 Volts. • Add a T to the end of the catalog number for Tin Plated.version as shown below. P UL File E34440. hem 10 Ground Conductor Range Length Width Haight 1361UStud Slur Hoa Size Plating Standard Package Quantity NAEDIUPC Number GBL-4DB 4-14 AWG 1:1500 0.3750 0.0250 10 S. Clear 50 78366996017 GBL-aer 4-14 AWG 1.1S00 0.3750 0.6250 10 S TIn 5o 78366996018 GBL-4DB-14 4-14 AWG 1.1500 0.4720 0.8250 1%4 5 Clear 50 78366996019 GBL-4DBT-14 4-14 AWG 1:1500 0.4720 0.6250 1/4 S Tin 50 78366996020 ETUPN Itmue...�u� Ilsco Is Registered in the U.S. Patent and Trademark Office. Privacy Statement e http;//www.ilsco'.comIProductsDetail. aspx?kfjkff--6o7YN7B%2BsAUvAhr2sBB12.Q%3D... 10/6/2009