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'O d R -4..J N E E V co Q F 0 0 D Ct I- (/) Z O U Ix u_ £0-ZL-ELOZ (sayou10O LI.X 00 L L18 Paa1811nA ISNv Laceot 32 BARRETT PL BP-2014-0703 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31B- 172 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2014-0703 Project# JS-2014-001173 Est. Cost: $28000.00 Fee: $168.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 105675 Lot Size(sq.ft.): 10323.72 Owner: STAELIN KAREN GOLDING&CHARLES P STAELIN Zoning:URC(100)/ Applicant: REAL GOODS SOLAR INC AT: 32 BARRETT PL Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 0 Workers Compensation STONINGTONCT06378 ISSUED ON:12/10/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 7KW ROOF MOUNTED SOLAR POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/10/2013 0:00:00 $168.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2014-0703 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860)535-3370 Q PROPERTY LOCATION 32 BARRETT PL MAP 31B PARCEL 172 001 ZONE URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid /�Q FiDf(o1j Typeof Construction: INSTALL 7KW ROOF MOUNTED SOLAR New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105675 3 sets of Plans/Plot Plan THE FO WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project. Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management a Delay 14r /2-64/3 Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only Cit of Northampton Status of Permit: 1 = Bu' •'ng Department Curb Cut/Driveway Permit N.„) 5 L \21 Main Street 8ewerlSept Av I i y QED °■\o 'om 100 Weter/W Ave dity N• •: pton, MA 01060 Two Sots of Structural ins �! p#tv`. 3-587-1240 Fax 413-587-1272 Plot/Site Plus E�eG�i Other Specify, APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 32 Barrett Place Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Charles Staelin 32 Barrett Place,Northampton, MA 01060 Name(Print) Current Mailing Address: 413-586-0805 see signed authorization form attached Telephone Signature 2.2 Authorized Agent: Alteris Renewables dba Real Goods Solar 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) Current Mailing Address: 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 6,000 (a)Building Permit Fee 2. Electrical 22,000 (b)Estimated ction Tot from Cost(6)of 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection _ 6. Total=(1 +2+3+4+5) 28,000 Check Number 55 14 ! G7 O This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW Q YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained 0 , Date Issued: C. Do any signs exist on the property? YES © NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES © NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) n Roofing 1-1 Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [El] Decks [C7 Siding[O] Other[Ill] solar Brief Description of Proposed Work: Installation of a 7k W roof mounted solar array using 28 Canadian Solar CS6P-250PX modules,28 Enphase M215-60-2LL-S22 micro inverters&all associated electrical work. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing. complete the following: a. Use of building :One Family X Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I Charles Staelin ,as Owner of the subject property hereby authorize Alteris Renewables dba Real Goods Solar to act on my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached [ 3\i' Signature of Owner Datd Alteris Renewables dba Real Goods Solar ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Kim Hendel Print Name I A Signature of Owner/Agent 9 9 �at Si SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Dan McLean 105675 License Number 150 Federal Street, Florence, MA 01062 7/22/15 Address Expiration Date `�✓i+ (/ 413-588-2252 S)tjnature Telephone 9.Realstered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba Real Goods Solar 162709 Company Name Registration Number 32 Taugwonk Spur,A-12, Stonington, CT 06378 4/6/15 Address, ) Expiration Date 1 ��tl.-,t4 Telephone 860-535-3370 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes f$I No ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents R. EALGOODS ! SOLAR Property Consent Form Owner: C ka.cta Address: 3(9 eat« PlAcui„ Town: Ne Q -esim State: MA Zip: 6160 Phone: NV 5116-00 I hereby give permission to Alteris Renewables, Inc., dba Real Goods Solar and their representatives to pull the required permits for a solar installation on the above stated property. Signed, • / .Z?�/J Homeowner(s) Date tna3 ( 3 32 Taugwonk Spur,Al2* Stonington CT 06378 P:860-535-3370 F:413-683-2225 * www.RealGoodsSolar.corn November 20, 2013 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Staelin Residence, 32 Barrett Pl., Northampton, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing South Main Gambrel Roof 1 (composition): 2" x 6" rafters at 16"o.c., with roof slope distance 12'-0", pitch 33 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with Ecofasten GreenFasten GF1 flashing and ECO-CP- SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 48" sp. max. with 5/16"x 3 1/2" SS lag bolts. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, James A. Marx, Jr. ri Professional Engineer // '2 / MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: Real Goods Solar r SOLARMOU1.rT Technical Datasheets :."U N I RAC SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Z Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom N (hidden..s alloys: 6005-T5, 6105-T5,6061-T6 t Up Clip no • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: -0.031 lbs(14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • • Assemble with one W-20 ASTM F593 bolt, one'/4"20 ASTM F594 serrated flange nut, and one'/"flat washer • Use anti-seize and tighten to 1 g 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) lbs(N) FS lbs(N) 0 r_1,.. ' 124 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y � Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 10) r.X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a SOLARMOUNT Technical Datasheets IP U N I RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D :rra Bolt • Mid clamp material: One of the following extruded aluminum Mid *la •e Nu alloys: 6005-T5, 6105-T5, 6061-T6 Clamp ,t • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized 111; _- Mid clamp weight: 0.050 lbs(23g) • Allowable and design loads are valid when components are "•, assembled according to authorized UNIRAC documents 101' .,.,. • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac 1/4"..20 T-bolt and one 1/4"-20 ASTM F594 serrated flange nut •Beam Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 100 t)tsTMc — — Direction Ultimate Load Factor, Load Factor, ee weehNOOUES lbs(N) lbs(N) FS lbs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 i Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C.302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C • End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-15, 6061-T6 -- :oft • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized --- End clamp weight: varies based on height: -0.058 lbs(26g) d • Clamp Allowable and design loads are valid when components are Serrated or- assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated '� • Assemble with one Unirac%"-20 T-bolt and one'/4"-20 ASTM F594 eea Nit serrated flange nut /µ ``7(j` • Use anti-seize and tighten to 10 ft-lbs of torque .%-- fi' • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam ..x ..s Applied Load Average Allowable Safety Design Resistance -- WflU"-- Direction Ultimate Load Factor, Loads Factor, �; ' lbs(N) lbs(N) FS lbs(N) 0 vMlfS WITH Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 T"'C."FS Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted 2 SOLARMOUNT Technical Datasheets :P U N I RAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- i' T5,6105-T5,6061-T6 1 • Ultimate tensile:38ksi,Yield:35 ksi .,_.----`- �x 1+ • • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 lbs(98g) A `,t • Allowable and design loads are valid when components are Bea .• „dal. with SolarMount series beams according to authorized 1.-- Bolt UNIRAC documents • r L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593%"-16 hex head screw and one ° errated ASTM F594%"serrated flange nut Flange Nu _ j/ 2 •Use anti-seize and tighten to 30 ft-lbs of torque \ /" • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be ►X sure to check load limits for standoff,lag screw,or other attachment method ,, Applied Load Average Safety Design Resistance IX SC OTr(ia Direction Ultimate Allowable Load Factor, Load Factor, lbs(N) lbs(N) FS lbs(N) 0 1. o� _ ' Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 31 SOLARMOUNT Technical Datasheets :: 0 Ne'N�, �es140 to �g�F�s'" �� CanadianSolar sves NewEdge CS6P 235/240/245/250/255PX NewEdge,the next generation module designed for multiple types of mounting systems,offers customers the added value of minimal system gg' costs, aesthetic seamless appearance,auto grounding and theft resistance. The CS6P-PX is a robust 60 cell solar module incorporating the groundbreaking Zep Compatible frame. The specially designed frame allows for a" H rail-free,fast installation with the industry's most reliable grounding system. The CS6P-PX is the perfect choice for customers who are looking for a Key Features high quality,aesthetic module with the lowest system costs. • Quick and easy to install - dramatically reduces installation time Best Quality • Lower system costs - can cut rooftop • 235 quality control points in module production installation costs in half • EL screening to eliminate product defects Aesthetic seamless appearance - low profile • Current binning to improve system performance • with auto leveling and alignment • Accredited Salt mist resistance • Built-in hyper-bonded grounding system - if it's Best Warranty Insurance mounted,it's grounded • 25 years worldwide coverage • Theft resistant hardware • 100%warranty term coverage • Providing third party bankruptcy rights • Ultra-low parts count - 3 parts for the mounting • Non-cancellable and grounding system • Immediate coverage • Industry first comprehensive warranty insurance by • Insured by 3 world top insurance companies AM Best rated leading insurance companies in the world Comprehensive Certificates • Industry leading plus only power tolerance:0—+5W • IEC 61215, IEC 61730, IEC61701 ED2, UL1703, • Backward compatibility with all standard rooftop and CEC Listed, CE and MCS ground mounting systems • ISO9001:2008:Quality Management System • ISO/TS16949:2009:The automotive quality • management system Backed By Our New 10/25 Linear Power Warranty • ISO14001:2004:Standards for Environmental Plus our added 25 year insurance coverage management system 10 - • QC080000 HSPM:The Certification for 97% Added Value Front Warranty • OHSAS 18001:2007 International standards for 80' _ occupational health and safety oil I • REACH Compliance 5 10 15 20 25 • 10 year product warranty on materials and workmanship dE 'f �sp• r" SG rvaruE •25 year linear power output warranty www.canadiansolar.com CS6P-235/240/245/250/255PX Electrical Data NewEdge --- ---- ---- STC CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX -- --- - ------ ---� ------- Temperature Characteristics Nominal Maximum Power (Pmax) 235W } 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.0V 30.1V 30.2V Pmax 0.43%/°C Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc 0.34%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37.4V Isc 0.065%/°C Short Circuit Current Isc 8 46A 8.59A 8 74A 8 87A 9 00A Normal Operating Cell Temperature( ) P 9 P 45±2°C Module Efficiency 14.61% 14.92% 15.23% I 15.54% 15.85% Operating Temperature 40°C-+85°C Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V(UL) Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m2 to 200w/m2 Power Tolerance p +Sw (AM 1.5,25'C) Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 25C'' Engineering Drawings NOCT CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 27.5V 27.5V . Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.0V 34.1V 34.2V 34.4V Short Circuit Current(lsc) 6.86A 6.96A 7.08A 7.19A 7.29A Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 20°C, l wind speed 1 m/s Mechanical Data Cell Type Poly crystalline 156 x 156mm,2 or 3 Busbars II Cell Arrangement 60(6 x 10) Wei ht 9 20 5k (45.2 Ibs I I 3.2mm Tempered glass g( ered 38.7 x 1.57in Front Cover p Dimensions 1638 x 982 m Frame Material Anodized aluminium alloy i J-BOX IP65,3 diodes Cable 4mm'(IEC)/12AWG(UL),1000mm Connectors MC4 or MC4 Comparable Standard Packaging(Modules per Pallet) 24pcs .1 ' Module Pieces per container(40 ft Container) 672 cs 40'HQ 1 I-V Curves (CS6P-255PX) I. -) _....7- 1 „., Section AI -A Ili Il I I � € I l il `Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 1 545 Speedvale Avenue West Guelph I Ontario N1K 1E6 I Canada Tel +1 519 837 1881 Fax +1 519 837 2550 inquire.ca @can adiansolar.com www canadiansolar corn EN-Rev 3.51 Copyright C 2012 Canadian Solar Inc. ww ... . 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