408 JEFFERSON AVE - BUILDING INSPECTION (2) The Commonwealth of Massa IFE"IONAI SERVICES
Board of Building Regulations and Standards CITY OF
Massachusetts State Building Code 0CYm R SALEM
,'1(11 % -1 P (- 0 2 Revised Mar 2011
Building Permit Application To Construct, Repair, enovate Or Demolish a
One-or Two-Family Dwelling ,
This Section For Official Use Only
Building Permit Number: Date App edd::� '
Building Official(Print Name) Signature p
SECTION 1:SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map& Parcel Numbers
408 Jefferson Ave
1.1 a Is this an accepted street?yes no Map Number Parcel Number
�Q 1.3 Zoning Information: 1.4 Property Dimensions:
I Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Re uired Provided Required 9 q Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposals stem ❑
Check if yes❑ y
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
Paul McShay Salem, MA 01970
Name(Print) City,State,ZIP
408 Jefferson Ave 978-290-1306
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units_ I Other Specify: Solar
Brief Description of Proposed Work : Install 5.98 kw solar panels on roof.Will not exceed roof panel, but will add 6-
to roof height. 23 panels total.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs:
Labor and Materials Official Use Only
1. Building $ 1,500 1. Building Permit Fee: $ Indicate how fee is determined:
2.Electrical $ 17,500 ❑Standard City/Town Application Fee
❑Total Project Cost'(Item 6)x multiplier x
3. Plumbing $ 2. Other Fees: $
4. Mechanical TIVAC) $ List:
5. Mechanical (Fire
Suppression) $ Total All Fees: $
Check No. Check Amount: Cash Amount:
6. Total Project Cost: $ 19,000 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 103631 8/30/17
Gregg LaCasse License Number Expiration Date
Name of CSL Holder
20 Patterson Brook Rd. Unit 10 List CSL Type(see below) U
No.and Street Type Description
U Unrestricted(Buildings u to 35,000 cu.ft.)
W.Wareham, MA 02576 R Restricted 1&2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
(508)291-0007 1 1 1 Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement ctor(HIC) 170355 10/12/17
Con
Gregg LaCasse/Trinity Solar / HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Na
20 Patterson Brook Rd. Unit 10
No.and Street Email address
W.Wareham, MA 02576 (508)291-0007
City/Town, State,ZIP Telephone
SECTION 6: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 ..........1r No...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1,as Owner of the subject property,hereby authorize Gregg LaCasse-
to act on my behalf, in all matters relative to work authorized by this building permit application.
Please see attached letter. 12/29/15
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true nd?accurate to the best of my knowledge and understanding.
Gregg LaCasse i / 12J29/15
Print Owner's or Authorized Agent,'s)4ai a ectronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program), will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.2ov/dps
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
The Commonwealth of Massachusetts
Department of IndustrialAceldents
ulkrkers'
I Congress Street,Suite 100
Boston,MA 02114-2017
wwntinass.gov/dia Compensation Insurance Affidavit: Builders/Contractors/Etectricinns/Plumbers,
TO BE MED WITH THE PERMITTLNO AUTHORITY.
Applicant Infornmtion Plcasc Print Lceibly
Name(Busiuess/Orgmlzatlonflndividual): Tronit/ Solar _--__-
Address: 2211 Allenwood Road
City/State/Zip: Wall, NJ 07719 Phone#: 732-780-3779
Are you an employer?Check the appropriate he,: Type of project(required)-
LVI not a employer asith_3Q(Lemployees(full andlorpart-time).• 7. ❑New construction
2E]l am a sole proprietor nr parmership and have no employees working for me in 8. []Remodeling
any capacity.[No workers'comp.insurance required.I
3. I am a homcmvnef doing all wad, 1 9. ❑Demolition
❑ g y (No workers comp.insumrue requveJ.J
4.❑I am a homeowner and will be hiring conhactors to conduct all work on my property. I will 10❑ Building addition
ensure that all contractors either have workers'compensation insurance or we sole II-VElectrical repairs or ad ditions
proprietors with no employees. 12.❑Plumbing repairs or additions
Q J I am a general contractor and I have hired the sub-eommewo,listed on the anwhed sheet [3.❑Roof repairs
These subcomractws have employees and have workers'comp.insurance.(
6.❑we are a corporation and its officers have exercised their right of exemption per MGL C. 14.❑Other
152,§1(4k and we have no employees.[No workers'comp.imuramm required.]
*Any applicant that checks box#I most also rill out the section below showing Ikeinsnskers'compensation policy information.
t Homeowners who submit this affidavit indicating they we doing all work and then hire outside cnnnuctors must submit a new aaidavil indicating such.
[Contractors that check this box must anached an additional sheet simwing the name of the sub-contraclors and state wbather or net those entities have
employees. If the subcontractors haveemployees,(hey must provide their workers'comp,policy number.
I out an employer that Is providing workers'compensation insurancefor my employees. Below is the policy and job site
Information.
Insurance Company Name: Tile Diftmar AgencY ,
Policy#or Self-ins.Lic,#: FWG3( (' 10006561.5. Expiration Date: 11/1/16
Job Site Address:. 408 Jefferson Ave City/State/Zip: Salem,MA 01970
Attack a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00
andior one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to$250.00 a
day against the violator_A copy of this statement may be forwarded to the Office of investigations of the DtA for insurance
coverage verification.
I do hereby cern p/under the pains and p_en�allies of perjury that file Information provided above is true and correct.
$j�mure• .A l tQ "}1L�,4_ ()'V Date: 12/29/15
Phone#:
Official use atiy. Do not write in this area,to be completed by city or lotion off claf
City or Town: PermitiLicense#
[sailing Authority(circle one):
1.Board of Health 2.Building Department 3.Cityrrown Clerk 4.Electrical Inspector S. Plumbing inspector
6.Other
Contact Person: Phone#:
rah
dW-ze ( (>7%Z1�I(]7?,LL�C'Cll/X f1(D-1k`GCl. 1CGCfZI.L:Se fJ.
C Office of Consumer Affairs and Business Regulation
hsf 10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 170355
Type: Corporation
Expiration: 10/12/2017 Tr# 271078
TRINITY HEATING & AIR, INC- -
TOM BLUMETT
I-
20 PATTERSON BROOK ROAD UNIT 10
WEST WAREHAM, MA 02576
Update Address and return card.Mark reason for change.
sCA1 s. 2OM-05111 Address ❑ Renewal El Employment Lost Card
in.nnanr.:a;.r//�.�`^,��.r';nc/..:.,1/t
Office of Consumer.%frairs&Business Regulation License or registration valid for individul use only
- HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
t Registration: 170355 Type: Office of Consumer Affairs and Business Regulation
y ' � Expiration: 10/12/2017 Corporation 10 Park Plaza-Suite 5170
Boston,MA 02116
TRINITY HEATING&AIR, INC.
TOM BLUMETTI
20 PATTERSON BROOK ROAD U
IUTS°'('WAREHAM,MA 02576 Undersecretary I Not va td without signature
^` Office of Consumer Affairs d Business Regulation
0'� =�-.� 10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 170355
Type: Supplement Card
TRINITY HEATING & AIR, INC. Expiration: 10/12/2017
GREGG LACASSE—
20 PATTERSON BROOK ROAD UNIT 10 ----- ---_--- -----
WEST WAREHAM, MA 02576
Update Address and return card.Mark reason for change.
scA t 0 20M-05n1 ❑ Address ❑ Renewal ❑ Employment U Lost Card
...%in rl•!RL.gy/lruF[[�(�O/;dl�[:Jt.'�lL:n((A
Vp �ilce of Consumer Affairs&Business Regulation License or registration valid for individul use only
before the expiration date. If found return to:
ME IMPROVEMENT CONTRACTOR
Office of Consumer Affairs and Business Regulation
egistration: 170355 Type: 10 Park Plaza-Suite 5170
Expiration: 10/12/2017 Supplement Card Boston,MA 02116
TRINITY HEATING&AIR;INC.
GREGG LACASSE
20 PATTERSON BROOK ROAD :,t--•->_��-, ---
WEV WAREHAM, MA 02576
Undersecretary N va i[liout si ature
Massachusetts Department of Public Safety
®}' Board of Building Regulations and Standards
i
" License: CS-103631
Construction Supervisor
GREGO LACASSE `
14 PINE ISLAND RD..
MATTAPOISETT MA Q21 9 -
(-,j Expiration:
Commissioner OS13012017
Trinity Solar
20 Patterson Brook Road
Wareham, MA 02571
508-291-0007
Date:
I, M cs h ay, Paul do hereby grant Trinity Solar the right to sign on
Hom .aw N..e)
my behalf in all matters regarding the permit applications through the township of
Salem for the installation of solar panels and all other
(mu dpa ty)
related work on my property at 408 Jefferson Ave . Please accept this
(Sett[AMrm)
document,with full signature, in place of all application signatures. Furthermore, should there
be any issues or discrepancies with the paperwork,please contact Danielle DeVito at Trinity Solar,
732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com.
S' cer ly,
408 Jefferson Ave
Homeowner's Signature Street Address
Mcshay, Paul Salem MA 01970
Print name City,State,Zip Code
Phone Number
Optimize Engineering Co., LLC
P.O. Box 264•Farmville•VA 23901
Ph: 434.574.6138•E-mail: grichardpe@aol.com
Richard B. Gordon, P.E.
President
December 18, 2015
Salem Building Dept.
Salem, MA Re: Solar Electric Panels Roof Structural Framing Support
To Whom It May Concern:
I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the
following conclusions regarding framing structure, roof loading, and proposed site location of installation:
1. Existing roof framing: Conventional framing 2x4 at 24" o.c.with 11'-3"span (horizontal rafter
projection)between supports. This existing structure is definitely capable to support all of the loads
that are indicated below for this photovoltaic project after install a 2x4 @ 16"o.c. knee wall over an
interior bearing wall to limit span of rafters between supports to V-5".
2. Roof Loading
• 4.33 psf dead load (modules plus all mounting hardware)
• 30 psf snow live load (50 psf ground snow live load reference)
• 4.5 psf dead load roof materials
• Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance)
3. Address of proposed installation: Residence of Paul McShav 408 Jefferson Avenue, Salem, MA
This installation design is in general conformance to the manufacturer's specifications, and is in compliance
with all applicable laws, codes, and ordinances, and specifically, International Residential Code/IRC 2009,
2014 NEC,and 2012 ICC Energy Code. The spacing and fastening of the mounting brackets is to have a
maximum of 48" o.c.span along the rail between mounting brackets and secured using 5/16" x 3%" length
corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be
a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate
to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between
adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules
mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of
two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing
installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool
them more. Slide the 318-inch mounting bolts into the footing bolt slots. The rails will be attached to the
footings with the flange nuts.
Very truly yours, OF M
Optimize Engineeri g C) LLC 2��PjN ASSq�yG
RICHARD B.
Richard Nm
3iordon, a GORDON
Massachusetts P.E. i.E.cense No. 49993 U n9 NO.49993 ti
NO. 9993
O
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I))LOWEST EXPECTED AMBIENT TEMPERATURE BASED qV 190�R��y 210V IP IA/2 NM CABLE
A6HRAE WNIMUM MEAN EXTREME DRY BULB S 408 JEFFERSON AVE,
TEMPERATURE FOR ASHRAC LOCATION MOST SMEAR i0 UTILITY ) 2C0A MAIN BREAKER 1
INSLAL If-NIC"PON LOCATION. LOMEST EXPECTED AMBIENT uEMR
TEMP- 0 _ _ $ALEM,MA OIWO
1
I
2)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED L - A (� "1 DIBN'In TWO:
ON ASHRAE NIGHESL MONTH A DRY BULB $3 i
TEMPERATURE FOR ASHRAE Laanpl MEET SIMILAR i0 I PROPOSED 5.91
INSTALLATION LCCA11ON. HIGHEST CONTINUOUS TEMP- 1
331C r 30A UNFUSCD PRODUCTON SOLAR SYSTEM
N SJ 2005 ASHNAE NDAMENTALS 2)DESIGN DISCONNECT METER
TEMPERATURES DO NOT EXCEED AT:IN THE UNITED ICI - . _ <V !! D
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9 CURRENT-CARRYING CONDUCTORS IN A -�^ ^J x OMWINS CATe
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O0.Y AND USING ME Oa OORUNIT DECORS TAT TEMPERATURE r/a0
OF 47C OR LESS(ALL OF UNITED STATES). EXISTING uAN BRC xFP aD2 B a na 0 0 0 _0 0 0 ¢e n. one
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5.)ALL EQUIPMENT INSTALLED OUTOCCflS SHALL HAVE —_
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AND p1C,DEBATER AMPACITY C 3/4"FMTW/4410MW4"l,1-410THW GROYNE
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2.i.EDA•I z5-28.]sA
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JI,Nrw l>rrl'0] rww.InnYy3oW,mn
Optimize Engineering Co., LLC
P.O. Box 264•Farmville•VA 23901
Ph: 434.574.6138.E-mail: grichardpe@aol.com
Richard B. Gordon, P.E.
President
December 18, 2015
Salem Building Dept.
Salem, MA Re: Solar Electric Panels Roof Structural Framing Support
To Whom It May Concern:
I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the
following conclusions regarding framing structure, roof loading, and proposed site location of installation:
1. Existing roof framing: Conventional framing 2x4 at 24"o.c.with 11'-3" span (horizontal rafter
projection) between supports. This existing structure is definitely capable to support all of the loads
that are indicated below for this photovoltaic project after install a 2x4 @ 16"o.c. knee wall over an
interior bearing wall to limit span of rafters between supports to 5'-5".
2. Roof Loading
• 4.33 psf dead load (modules plus all mounting hardware)
• 30 psf snow live load (50 psf ground snow live load reference)
• 4.5 psf dead load roof materials
• Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance)
3. Address of proposed installation: Residence of Paul McShav 408 Jefferson Avenue, Salem, MA
This installation design is in general conformance to the manufacturer's specifications, and is in compliance
with all applicable laws, codes, and ordinances, and specifically, International Residential Code/IRC 2009,
2014 NEC,and 2012 ICC Energy Code. The spacing and fastening of the mounting brackets is to have a
maximum of 48" o.c.span along the rail between mounting brackets and secured using 5/16" x 3%" length
corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be
a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate
to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between
adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules
mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of
two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing
installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool
them more. Slide the 3,8-inch mounting bolts into the footing bolt slots. The rails will be attached to the
footings with the flange nuts.
Very truly yours,
Optimize Engineering Co..,,}LLC P10 H OF MIS 1 10
Richard BI Go don,P.E. a RICHARD B. m
Massachusetts P.E.License No. 49993 o coRooN -�
U MECHANICAL
NO.49993
CIVIL, MECHANICAL, & ELECTRICAL ENGINEERING �o G+SrE� `� �7
ZONAL E�
INSTALLATION OF NEW ROOF MOUNTED IEFERSON AVE*
1 L
5.98kW PV SYSTEM RA. `s F
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SALEM, MA 01970 " ,Is
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MOHAN,PAUL
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Pmlect Aldre6B:
408 JEFFERSON AVE,
SALEM,MA 01970
yExERALxORB 9FE+EIIALIpTEBGQYilxyfo OExEPALNOIEeDoxlMu3o A69RENAlpWLMTINUEo SHEET INDEX
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RESPONSIBLE FOR WSTAILXO NI .FREBENIAT ONE OG ...6PECIFIGATURS. ICMIL iNW6NID TAW—MILE
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ARKTIpVBµG INSTRUCTIONS IXLLB OF THE INVERTER WRING 13 THIS SET OF PLANS HAVE BEEN NIIOWATT SOUR SYSTEM
CONTAINED miHE DAMNING PEONAGE AND GAYLg HOURS.ALL PERSONS PHFpµED FOR ME PURPOSE OF . %ILOVATT ROM PV-3 ELECTRICAL 3 LINE DIAGRAM
wfORMaIIONREGENEOFROMTRNOV` WGRESS OR OR INVOLVED WNX ME MLxCnxANG MEENCY REVIEW AND L UNE
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IN THE COMPLETE MANUEL B. ALL POSITIONS OF MIS SOYA 10 ALL INFOR6NTON SHOWN MUBTBE A?p RWRTp R'S
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TEMPERATURE FOR ASXRAE LOCATION MOST SIMILAR i0 UM3TY ( 200A MAIN BREAKER I
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Wil{Neubmry 0P319 1 IYSeW.mm
4
1 �
'r CanadianSolar
*Black frame
Cproduct can be
S6P-260 1265P provided upon
request.
High quality and reliability in all Canadian Solar
modules is ensured by 14 years'experience in J"Y insurance-backed warranty
module manufacturing,well-engineered module year non-cancelable,immediate warranty insurance
design,stringent BOM quality testing,an automated , , linear power output warranty
manufacturing process and 100%EL testing.
10 product warranty on materials
years and workmanship
KEY FEATURES
...................................................................................................................................
Excellent module efficiency
+ up to 16.47% MANAGEMENT SYSTEM CERTIFICATES*
150 9001:2008/Quality management system
ISO/TS 16949:2009/The automotive industry quality management system
:Q Outstanding low irradiance ISO 14001:2004/Standards for environmental management system
performance:96.5% OHSAS 18001:2007/International standards for occupational health&safety
S
PRODUCT CERTIFICATES*
Positive power tolerance IEC 61215/IEC 61730:VDE/CE/MCS/JET/SII/CEC AU/INMETRO/CQC
up t0 5 W UL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida)
UL 1703:CSA/IEC 61701 ED2:VDE/IEC 62716:VDE/IEC 60068-2-68:SGS
No.1 PV CYCLE(EU)/UNI 9177 Reaction to Fire:Class 1 PTC High PTC rating up to 92.0% p F \�1
[YE SPuaC \ \i BBAiF —WLE
IP67UDCCIOn box for lon -term 'As there are different cenification requirements In different markets,please contact
J g your local Canadian solar sales representative for the specific certificates applicable to
ID67 weather endurance the products in the region in which the products are to be used.
.................................................................................................................................-
** Heavy snow load up to 5400 Pa CANADIAN SOLAR INC.is committed to providing high quality
wind load up to 2400 Pa solar products,solar system solutions and services to customers
around the world.As a leading manufacturer of solar modules and
OSalt mist,ammonia and blown PV project developer with about 10 GIN of premium quality modules
Q sand resistance,for seaside, deployed around the world since 2001,Canadian Solar Inc.(NAS-
farm and desert environments DAQ:CSIQ)is one of the most bankable solar companies worldwide.
......................................................................................................................................................................................................................................................
CANADIAN SOLAR INC.
545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,wvvw.canadiansolar.com,support@canadiansolar.com
MODULE/ENGINEERING DRAWING(mm) CS6P-260P/I-V CURVES
A A
Rear View Frame Cross Section A-A 1u 10
9 9
35
Ir
0 0
v ❑ 7 - 7..
fi fi
5
a
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hole 3 - -- -- 3
3-95
I 11 2 - 3
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12-11,7 5 10 15 30 35 30 35 CO 5 10 15 30 35 30 35 40
Mounting P R
M1de 1000 W/m' 5•C O
8Wwlw 25°C 0
ou 0 6WW/m' OS°C 0
r02
0 9ul 65•1 0
I
ELECTRICAL DATA I STC* MODULE I MECHANICAL DATA
Electrical Data CS613 260P 265P Specification Data
Nominal Max.Power(Pmax) 260 W 265 W Cell Type Poly-crystalline,6 inch
Opt.Operating Voltage(Vmp) 30.4V 30.6V Cell Arrangement 60(6x 10)
Opt.Operating Current(Imp) 8.56 A 8.66 A Dimensions 1638x982x40 mm(64.5x 38.7x 1.57 in)
Open Circuit Voltage(Voc) 37.5 V 37.7 V Weight 18 kg(39.7 Ibs)
Short Circuit Current(Isc) 9.12 A 9.23 A Front Cover 3.2 mm tempered glass
Module Efficiency 16.16% 16.47% Frame Material Anodized aluminium alloy
Operating Temperature -40"C-+85°C J-Box IP67,3 diodes
Max.System Voltage 1000 V(IEC)or 1000 V(UL) Cable 4 MM2(IEC)or 4 MM2&12 AWG
Module Fire Performance TYPE 1 (UL 1703)or 1000 V(UQ,1000 mm(39.4 in)
CLASS C(IEC 61730) (650 mm(25.6 in)is optional)
Max.Series Fuse Rating 15 A Connectors Friends PV2a(IEC),
Application Classification Class Friends PV2b(IEC/ LQ
Power Tolerance 0-+5 W Standard 26 pieces,515 kg(1135.4 lbs)
`Under Standard Ten conditions(STQ of imadiance of 1000WAW,spectrum AM Packaging (quantity&weight per pallet)
l.sandrentenrWatumof25"c Module Pieces
per Container 728 pieces(4(Y HQ)
ELECTRICAL DATA I NOCT*
Electrical Data CS6P 260P 265P TEMPERATURE CHARACTERISTICS
Nominal Max.Power(Pmax) 189 W 192 W Specification Data
Opt.Operating Voltage(Vmp) 27.7 V 27.9 V Temperature Coefficient(Pmax) -0.41%/°C
Opt.Operating Current(Imp) 6.80A 6.88A Temperature Coefficient(Voc) -0.31%/°C
Open Circuit Voltage(Voc) 34.5 V 34.7 V Temperature Coefficient(Isc) 0.053%/°C
Short Circuit Current(Isc) 7.39 A 7.48 A Nominal Operating Cell Temperature 45t2°C
Under Nominal Operating cell Temperature(NOCT),irradiance of 800 W/m',
spectrum AM 1.5,ambient temperature 20-C,wind speed l m7s. PARTNER SECTION
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PERFORMANCE AT LOW IRRADIANCE
Industry leading performance at low irradiation,average
96.5%relative efficiency from an irradiance of 1000 W/M2
to 200 W/m2(AM 1.5,25°C).
The specification and key features described in Nis datasheet may deviate slightly
and are not guaranteed.Due to on-going innovation,research and product
enhancement,Canadian Solar Inc.reserves the right to make any adjustment to
[he Information described herein at any time without notice.Please always obtain
he most recent version of the datasheet which shall be duty incorporated into Me
binding contract made by the parties governing all transactions related to the
purchase and sale of the products,described herein, i.___......................................_.._....._.._.....................................................
i
caution: For professional use only.Me installation and handling of PV modules Scan this QR-code to discover solar ❑� ❑�
requires professional skills and should only be performed by qualified professionals.
Please read the safety and installation instruction before using Me modules. projects built With this module
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CANADIAN SOLAR INC.August 2015.All rights reserved,PV Module Product Datasheet V5.3_EN ❑ C.