393 JEFFERSON AVE - BUILDING INSPECTION (3) T < « SIS1
The Commonwealth of Massachusetts
Board of Building Regulations and Standards CITY OF
Massachusetts State Building Code, 780 CMR SALEM
Revised Mar 2011
Building Permit Application To Construct, Repair, Renovate Or Demolish a
_ One-or Two-Family Dwelling
This Section For Official Use Only
1 Building Permit Number: ate Applied:
Building Official(Print Name) Signature D e
m SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map& Parcel Numbers
393 Jefferson Avenue Salem MA 01970
L 1 a Is this an accepted street?yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq li) Frontage(41)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Irn
Required Provided Requird Provided Required PL6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal SysteeMi
Zone: _ Outside Flood Zone? rn
Public❑ Private❑ Check if yesO Municipal ❑ On site disposal .z
SECTION 2: PROPERTY OWNERSHIP' D O
2.1 Owner'of Record:
Michael Kehoe Salem, MA 01970
.n
Name(Print) City,State,ZIP
393 Jefferson Avenue 978-744-4298
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units I Other N Specity: Solar
Brief Description of Proposed Work': Install 5.2kw solar panels on roof.Will not exceed roof panel, but will add 6"
to roof height.20 panels total.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs:
Labor and Materials) Official Use Only
1. Building $ 1,000 1. Building Permit Fee: $ Indicate how fee is determined:
2. Electrical $ 16,000 ❑ Standard City/Town Application Fee
❑Total Project Cost'(Item 6)x multiplier x
3. Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Suppression) Total All Fees: $
6. Total Project Cost: $17,000 Check No. . . Check Amount: Cash Amount:
❑ Paid in Full ❑ Outstanding Balance Due:
—J
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
103631 8/30/17
Gregg LaCasse License Number Expiration Date
Name of CSL Holder
List CSL Type(see below) U
20 Patterson Brook Rd. Unit 10
No. Type Description
and Street
W.Wareham, MA 02576 U Unrestricted(Buildings up to 35,000 cu. ft.)
R Restricted 1&2 Family Dwelling
City/Town State,ZIP M Masonry
�� R Window
Covering
S ndo
W Window and Siding
SF Solid Fuel Burning Appliances
(508)291-0007 I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
170355 10/12/17
Gregg LaCasse/Trinity Solar HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
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 ..........1( 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. 2/3/16
Print Owner's Name(Electronic Signature) Date
SECTION 7b: OWNEW OR AUTHORIZED AGENT DECLARATION
By entering my name below, 1 hereby attest under the pains and penalties of perjury that all of the information
contained in this appl' anon is true and accurate to the best of my knowledge and understanding.
2/3/16
Print Owner's of Authorized Agent's Name(Electronic 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.aov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dns
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"
Trinity Solar
20 Patterson Brook Road
Wareham, MA 02571
508-291-0007
Date: 1/18/16
I, Kehoe, Michael do hereby grant Trinity Solar the right to sign on
(Homeowoer'a Nome)
my behalf in all matters regarding the permit applications through the township of
Salem for the installation of solar panels and all other
(Mumcipahty)
related work on my property at 393 Jefferson Ave . Please accept this
(Svecl Address)
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.
jSy�c�lyt lX �
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393 Jefferson Ave
Homeo'wet s Signature Street Address
Kehoe, Michael Salem MA 01970
Print name City,State,Zip Code
9787444298
Phone Number
The Co", itona eatith of iYlassachrrsetts
Department oflndustrralAceldenis
1 Congress Street, Srrlte 100
Roston,AIA 02114-2017
wiviv mass.gov/dla
R'arkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbets.
TO BE FILED WITH TITE PER:Nu 'riNG AUTHORITY.
Annlicant tntarmatton Please Print Lezibiv
Name (Busiuess/Orgmizatimt/Individual): Tfinity Solar
Address: 2211 Allenwood Road
City/State/Zip: Wall NJ 07719 Phone fl: 73.2_-780-3779
Are you an employer?Check the appropriate hot: Type of project(required):
Lgri ama employer mine_300 employees(rulland/orpan-dma).' 7. ❑New construction
2.01 am a sole proprietor or partnership and have no employees working for me m g_ ❑Remodeling -
my capacity.Ino workers'comp insurance required.]
3.❑I am a homeowner doing all work myselL[No xorkrrs'comp.insurance required.]t
9- ❑Demolition
0.❑term a homeoxmcr and coil l he hiring contractors toconduct all work on my property. twill ]0❑Building addition
ensure that all conlmcmrseilher trace Workers'compensaton armistice or mesole I I vElectrical repairs or additions
proprietors with no employees.
12.0 Plumbing repairs or additions
5.Q 1 am a general contractor and I have hired the sub-conlractors lisled on the anacherd sheet. 13.❑Roof repairs
These sub-conlraetors o have employees and have orkcrs'comp.imurance?
6❑lYc are a corpomlion and its otdicem have exercised their right of exemption pet MGL V. 14.❑Other
152,§1(4),and we have no employees.(No workers'comp,insurance required.)
*Any applicant that checks box al most also all out the section below showing their coikers'compensation policy information
t Homeowners who,submit(his affidavit indicating they we doing all work and then hire outside contractors must submit a new affidavit indicating such.
lContractors that check this box must anached an additional sheet showing the name of the sub-commelors and stale whether or not those entities have
employees. If the subcommctms have employees,they must provide their workers'comp.policy number.
I ant an employer that is providing workers'compensadon insurance for my employees. Below is the policy and pb site
information.
Insurance Company Name:..The Dittmar A enC
Policy 9 orSelf-ins,Lie,4: FW(,(:('nnOD656.1.5_.__._ _ Expimtionclale:. 11/1116
Job Site Address: 393 Jefferson Avenue City/State/Zip: Salem, MA 01970
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration dale).
Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator.A copy of this statement may be fonvarilcd to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby cerd under the grins:andpenaltler of perftay that the Information provided above Is trite and correct.
Sienature `!,_�7�: ,' .d. Q'4}' ie� Data: 2/3/16
Plume ft: ,..,. _.
Official use only. Do not write fit this area,to be completed by cloy or down offlclal.
City or Town: Permit/License H
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/fown Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
;LI G, i(ell e62, C/? r 'rr iC �l
Office of Consumer Affairs �d Business Regulation
Anl- �' 10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 170355
Type: Supplement Card
TRINITY HEATING & AIR, INC. Expiration: 10/12/201.7
GREGG LAGASSE- --
20 PATTERSON BROOK ROAD UNIT 10 ------_. _.__u___ _,_.._.__._..__"..
WEST WAREHAM, MA 02576
Update Address and return card. Mark reason for change,
sca i t5 zoM-usn,_ Address Renewal Employment Lost Card
// Ys.err.:xrr..rrrnrre7f/. r�"�Irlf:+ir»lrr.;n±Y:'.
rce of Consumer Attain&.Business Regulation License or registration valid for individul use Only
.. ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Office of Consumer Affairs and Business Regulation
Registration: 1703555. Type: 10 Park Plaza-Suite 5170
Expiration: 10/1212017 Supplement Card Boston,MA 02116
TRINITY HEATING&AIR;INC.
GREGG LACASSE j
20 PATTERSON BROOK ROAD U -----
Wd4 WAREHAM, MA 02576
Undersecretary Ya - LbtiIUL Si atU re
Massachusetts Department of Public Safety
Board of Building Regulations and Standards
License: CS-103631
Construction Supervisor
GREGG LACASSE
14 PINE ISLAND"ID q
MATTAPOISETT MA'
i
31
r'✓�.%� t ,� Expiration:
Commissioner 08130/2017
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
February 2, 2016
Salem Building Department
Salem, MA Re: Solar 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 is 2x6 at 16" o.c.with 9'-8" span (horizontal rafter
projection). This existing structure is definitely capable to support all of the loads that are indicated
below for this photovoltaic project.
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, 95 mph wind uplift live load of 13.34 psf(wind resistance)
3. Address of Proposed installation: Residence of Michael Kehoe, 393 Jefferson Avenue, Salem, MA
This installation design will be 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 20099 2014 NEC,and 2012 [CC Energy Code. The spacing and fastening of the mounting brackets is to
have a maximum of 64" 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 95 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".
Very truly yours,
Optimize Engine ringPLC
JILT]`_'__._
��LZH OF A4.1 S
Richard B. Gordon, P.E. 02 ny
Massachusetts P.E. License No.49993 RICHARD B. m
p GORDON y
U MECHANICAL q
MECHANICAL, ELECTRICAL, &CIVIL ENGINEERING NO.49993
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TEMPERATURE BULLB BASED ON 120/R.Oy 240V 1P /2 xM CAM
ASNRA£NWINVN ASH EKIRCCE DRY BULB VPUIY 1 WA MAIN BREAKER
TeMPERANRE FOR ASHRAE LOCATION MOST SIMILAR i0 NEVER 39 SALEM,MA 019ENUf
WSLALLATOn LOCATON. LOWEST EXPECTED AMBIENT $ALEM,MA 019)0
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NSTA NANRE FOR ASHRAE IOGTOx MOST US TEMLARP
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WSiALU110N LEGATION. WCXESi CONTINUOUS 1ENP a j /2p MA BREAKER
.Sc GAWPED W/MAIN BREAKER 3OA UNfUSCD
3)2005 ASHRAE FUNDAMENTALS 2%DESIGN LOAD CENTER US
PRODUCTION SOLAR SYSTEM
NE2R
TEMPERATURES 00 NOT EXCEED 0IY IN ME UNITED 1 y Vudlil JI D
STATES(PALM PRINCE,CA IS N.IY). FOR LEM NAN 0.11 Inbn1161Nn
p CURRENT-CARRYING CONDUCTORS N A nn^n a 0 1 quWlxaogE VEsryo11
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ROOF AND USING THE OUTDOOR DCSId TEMPERATURE P 1 N
OF E]Y OR LESS(ALL GE UNITED STATES). L r, fx n m NEARS.
• 2PbA m E _U
..)PXoiOvaTAm POWER SYSTEMS SHALL BE r--- --- G (T� Bl�n�,1 B _ E m m m m m s sTero InrollilBUDN.
PERMITTED TO MUTE WITH UNGROUNDED ----------J 'Y� loin imEMSIu: S.SFW
PN OTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER 1
xtt 89w39 SWOP D SWARE 0 r a• a
METING MAIN BREAKER LOAD v(`______l Tmu Mom I.R1: C
I CENTER INSULATED UNE TAPS PN: 00210WM D221RD --------I NmUUAfo: S
5)ALL EWIPMENT INSTALLED ONTDOOPS SHALL NAVE INSTALLED ON MAIN FEEDERS _ W/30A wuvECx .1.
A NEMI3 RATWO NEC e9p.M CO-22FMC LlM1 fgenPwY. xaR Wlo
BREAKER
EgiN OM FOR CURRENT CARRTSXB "U"ALCi.:
IGR Iln91b35
ouapfl9ISERUNI
REQUIRED COR AMPACITY PER STRING[NISECIN L93L11] (ISOD'1.25)1 -19.35A OEALttPE:EAA SVNNWA
AWG EIO DERATED AMPACITY pVMWULEIDFCIfIGTpXS
AMBIENT TEMP: 55C.TEMP DERATNC FACTOR: 76 GN[g41504R 1fO CESP 3&'91
RACEWAY DERARNC-2 CCC: LW
C..76)1.W�30 ADA JR. Rev.No. Slleei
30.40A 11B.75A.MEREFORE WERE SZE Is vAUO vmP 3aa P1
va 9Rs ..I rSECTGEAUEENGRw
TOTAL AC REQUIRED CONDUCTOR AMPACIry
23.GOA•1.25-2035A 9.v V1 ENTwII U.TxWwyl UNWN]GPWxO
AWC Y10.NRATED AMPACITY Nv1.1W/1.0 TIWMI,IY]OiXW POUND
AMDIENT TEMP: 30T,TEMP QERATNO IG IWERTERPS-SHOXI US
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IOA'1G a IOA Sd9 SA-../.UYWWNUII-GMw SIo.No
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GL EAIION RW 115 RENTM9T9 N Va No . IS SOLAR
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9.00A•L25. RC SA
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MATERIAL LIST
JOB NAME: KEHOE, MICHAEL (Tr), n i
ADDRESS: 393 JEFFERSON AVENUE " OLAR
SALEM, MA 01970 2211All....dRwd B77797-2978
Wa4 New je¢ 07719 www.Triniry5alar.com
36.32 ESTIMATED MAN HOURS 1.51 DAYS(3 1.14 DAYS(4 0.76 DAYS
MEN) MEN) (6 MEN)
• 20 CANADIAN SOLAR 260's(5.2KW)
• 2 SEPARATE ARRAYS
• 30' PEAK TO GROUND
• 20 PORTRAIT&0 LANDSCAPED
• NO PIPES OR VENTS BEINGS RELOCATED OR REMOVED
• 1 INVERTERS INSTALLED OUTSIDE
• NO TRENCH
ESTIMATED SENT TO JOB USED
❑ CANADIAN SOLAR 260(CS6P-260P)--P300 SE OPTIMIZERS 20 — —
❑ SE5000A-US 1 _ —
❑ 60A INDOOR FUSED DISCONNECT W/(2)30A FUSES 1
❑ (SUNNOVA) METER AND METER PAN 1
❑ 30A OUTDOOR NON-FUSED DISCONNECT 1 — _
❑ SOLADECK BOX(ES)&HAYCO CONNECTOR(S) 2 — —
❑ 14'SECTIONS OF RAIL 12 _ —
❑ INSULATED BUG BITES(LINE TAPS) 2 — —
❑ FLASHINGS 40 —
❑ CASE(S)OF BLACK SPRAY PAINT 1 — —
❑ CASE(S)OF TAR 1 — —
❑ TP LINK 1 _ —
❑ PV LEAD WIRE 50' _ —
❑ T-BOLTS — — —
❑ MID CLIPS — — —
❑ END CLIPS _ — —
❑ SPLICE KITS —
❑ GROUND LUGS — — —
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
February 2, 2016
Salem Building Department
Salem, MA Re: Solar 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 is 2x6 at 16" o.c.with 9'-6" span (horizontal rafter
projection). This existing structure is definitely capable to support all of the loads that are indicated
below for this photovoltaic project.
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, 95 mph wind uplift live load of 13.34 psf(wind resistance)
3. Address of proposed installation: Residence of Michael Kehoe, 393 Jefferson Avenue, Salem, MA
This installation design will be 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 64" o.c.span along the rail between mounting brackets and secured using 5/16"x 31/d"
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 95 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".
Very truly yours,
Optimize Engineering Co., LLC
Richar B.G'ordoi�n, P.E. 02 90
ssa h'Mausetts P:E. License No.49993 F� 5c
RICHARD e. m
U GORDON
MECHANICAL ti
MECHANICAL, ELECTRICAL, &CIVIL ENGINEERING NG 49993
�e-
.�O'�ONAL E�'C'\ '
t ,
INSTALLATION OF NEW ROOF MOUNTED JEFFERSON AVENUE*
5.2kW PV SYSTEM
393 JEFFERSON AVENUE '
SALEM, MA 01970
Ise ge f fie"Bon6
VIC SITE No. m GF9wIELE.N GALE
SCALE:NTSI Project TRV
KEHOE,MICHAEL
TFJEp <CCTC.1S1E193
Project AGHre66:
393 JEFFERSON AVENUE
SALEM,MA 01970
,,I,NCM OFNFAPL NOIEB COXmmUEQ GENERA.NOTES LONIINUEO IHBREyuIpNa CONLIXVEp SHEET INDEX
Jle JUNCTIW M9N PV-1 COVER SHEET W/SITE INFO&NOTES oraNWn nuB:
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RE6FOX91SLE FOR IX9iNl)Xp ALL ALWAYS PXEBEM Ai MEpt CQJPAR., IFIGIICXO, FJ.T,VREPE PROPOSED 5.1YW
MR11.1NTANCICALOWRNGALL CISCDNNECT EVCL0611HEANDTHE W 31ANGMMB,AN.EWBURENENI6 M' PV-2 ROOF PLAN W1 MODULE LOCATIONS
OIRECTce.AM Ix81RUCY.le IE..A of THE A.W. 19 MIS BET OF PLANS HAVE BEEN W ..TT SOLAR SYSTEM
„CHOSE➢m THE REVVING PACKAGE AND OPYUORTHWAAALLPERRONS PWRAFD FORLxE WRPpBEOF WW IVIDWATTHO. PV-3 ELECTRICAL 3 LINE DIAGRAM
E 18NTOX CF1l4D FROM 1WNltt. WORXIN90HORIMI0.YEp WITH THE MLLNIGPK M9 K£NCY RENEW AN. L LINE
THE NLA ryWryIMCLORIS MOTDVOliNL9Y6TEMME WNIHEp PPGRWA,
.TR95Ei C£PLW99XNL MC• IA°INCI0.pM BPFINER DRwI b(gT118U0G
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NEW FNDCIID,NPIGL �Mpv muaU AwC EFNARja
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NNPVAMINMALATIUN
FW REECEMmDETA4N SOLAR MODULES SIWL NOT ," R"
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(REFER TO INE DUIG RALN
p'.GECOMPWHi INRTN1AlgX EMETMO NNlEr1
WlNN wR FRODE AND O.A.
ATTALHMENTBCLIPOETALL IIPJ MOOULEATEACNMENT ON ASP HALT SHINGLE ROOF 0 N V LTO PEAK OFROOF
sulE:xs lD UALE xxe.xolrowLE ewa:wTlo sc+LE
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NEHOE,MI[HAEL
TNNMAECrq.]DIR-]I393
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393EAVENUE
SA
SALEM,M,MA MA 01970
GraAi ruD.
PROPOSED 5.2kW
SOLARSYSTEM
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1.)AIL EQUIPMENT RHAU EAR wSTH1EO INAC[OPIINICE WITH TO
AANNUIAU�U.l,Lmawnoxlxm+urnox6. T
OUTDOORIL OUTDR EQUIPMENT S L aE MW nQM ]R RATX
WIIX MINIMUM MUN O.
]IALL LMAnGN ARE APFROY,MATE AND REGARD FIELD VDAIFIUATIQV.
4J ROOFTOP GOLAR INSTALLATGN ONLY PV ARRAY WILL NOT EXTEND BEYOND THE E%ISTING BUILDING ENVELOPEARRAYSCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE
ZRAIDIENTATION=Izl' INGGTF FN IIEEIOwipx.REFERTO WERKAOS 11EAUTLIWARDONNECTTOCE NM END CW,TYNVI(REREnERTOTXEARRAD Ul 6FECY
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MODNEPRIx=y5X=30 EggPMEMECHEgHEFOARFEC8. REDTONFURFG1sPEC8ANODEiNL$
xNN DREAD RML,Tvvv. OTHER OBSTRUCTIONS
fP LO MNENNA RUN IPICLL PANEL P IH9TALtEDONNMPCWCTCNNETFAMBE (REFERTOTNEUWRA .400LfLVM
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KEHOE,MICHAEL
,lppaYaRCNIT WIR1N0 XO}P8 1
Memu6ing Onenn auutiI ARE
exaceWIINYNr iPIHTACCie 2MSJ3193
MYrminlnpe Met NECenf anC lnimYnB InuallnNon
In ammGnm wlM X¢C 3611 CiG PECCP,Ptl£ 1 Pro(B41 Mtlra89
EYISPXG p15A BREAKER
1.)ASHRAE A EXPECTED AEXTREME
AMBIENT 1EMY ECIIRE BASED W 110/]P0v IAOV 1s IA/1 XM CA. I
TOMPER MWINUN ASH EMIRENE ION WLB V9U,Y IWA MAIN SPEAKER
1EMffPAl11RE FOR ASHRA[LOCATION MOST SIMILAR i0 3931fFFER50N AVENUE
TEMA.TON LOCALW. LOWEST EXPECT D AMBIENT METER A u __ SALEM,MA OIWO
TEMP a_IPC
f 1
ON HIGHEST CONTINUOUS AMBIENT YTEMPERATURE BASED j 1 I
TE AERATU HIGHEST NW,H 2%LOCATION
B MOST
DldWln TWe:
TEMPERATURE OC ASNRAE O1111 CI MOST 9N14R TO 1 1
IXSTALUPON LOC411IN1. NIGNE51 CWIIXUWS 1EHP- I 1ODA FLVSx uglxi pISCWNFCl 1
BBC WED`A/MMx AKER PROPOSED SYSTEM
GAWPED W/ BREAKER DOA DISCONNECT
TEMPER
2005 ASHRAE NOT EXCEED
T IN THE PPCDUCPON SOLAR SYSTEM
1 LOAD CENTER 05LgNEfI NE1EP
STATEPA,URCS 00 NOT EK[EEO QS IN THE UNITED 1 V V Ip S1fERIE6J1 D
s TREES(PALM S%XMM G IS Aa1Y). FOR LESS MAX e e e eeuee 0 DIeW10 nfGInBO011
9 W_MCUC"Me CCNOUCTIMS IN A � � `�. i ppIWIXG mR'. Vls/Ross
PWF-MWNiE0 SUNLIT CONDUIT AT LEAST OS"ABOW �� 4LLJ11��� OMW.A,
HOOF AND USA XC ME WTOMA DESIGN TEMPERATURE f nmSfo GY A
Of nC OR LESS(ALL M UNITED STATES). > 0 I
° zpwa f__A
,mM MOWIE WJnT: GXMO
C
9.)PHOTOYORTAIC POWER SYSTEMS SHALL BE r--- G �L B 4� B ° E _, o m a 0 0 1 S kmInbrmfNm:
uaa
PHOTOVOD TO MERATSOURCE WITH UNGPWXDEU -- --------1 y aeeeee FOIAL SYENMEIEF: 5.1PW
PNO,OVOL]AIL SOURCE AND OUTPUT CIRCUIT AS PER
NBC B90.89 PH: W 1 SWAPS D I.
EYJSTINL MAIN BREPXEP LDAD I ��------tl
1 CENTER ED ON MA LINE TAPS PH: OpIIOOBNF Ol9RB gxsouPlfC
5.1 ALL E RATING
INSTALLED OUTDOORS SHALL NAYS INSTALLED W NMN FEEDERS w/]OA `-----'-'"� NAwLLfiusm.
A NCIM9fl4lWG. ry![680.61 - MC BREAME WTL RGro
REAX R
G LLYGlION6 PER WMEIII GRRYEXO 133R]3N5
CONOUROR9
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pee fi9o,e[e3p)J ps.oa•lssp• 1875A
A"110,HEATED AMPACI,Y WMOWIE SPECIFIG,MXS
AMBIENT TEMP: set,TEMP DERATNG FACTOR ]6 GANAgµ S01gP 1fO(66p 1�I
RACEWAY XNENG- B CCC: 1.00
(0•.]6)1.00-SO.AOA 11, esR Rev.No. SDfiet
DOAOA'-1675A.THEREFORE ARE SUE IS VALID Vmp RA
m.GFA.DGwxGGww P1 PV - 3
TOTAL AC REOI11REC CONDUCTOR AMPACITY
1].COA•1.26-28.75A 9.1E 3/A"FMTW/}°Winwwr-.n.w lK.NU
AWL 010, ADRAMPY 3/P'Fui W/]AW]IGW-S.l-tlW1MN ACUXp
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mp
I0M-10-ApA Imp IAB6 3[W llA'fM,wlsiL4 ixwx i.uNTxwx-i4X0Uxo
10A_28.]5A THEREFORE AC MRE SIZE IS VALID Vmp 330 Mm 33
GILUGVER VOR BY OVlpcuRRexreporemox
$W Imv .11 Fw/MEBARF(WPFApLNn,GAAM, SOLAR
23 OD II 25-P WRRENi: Y30m Is[ 15 P. Ve"I.1.f1H!lH.1 nMWX
IJ.00A 1.2S-$BURR 311NMwu1PeW
-- ]OA OSERCUPRENi PROTECTIONI$VPUO Wil1,Newlvuy0))T9 1nnIryLNr�m
MATERIAL LIST
-
JOB NAME: KEHOE, MICHAEL (Tr)i n i
ADDRESS: 393 JEFFERSON AVENUE SOLAR
SALEM, MA 01970 2211 Allenwood Road B77 797 2970
Wall.New lers 07719 www.Trinp,ySolar.cam
36.32 ESTIMATED MAN HOURS 1.51 DAYS(3 1.14 DAYS(4 0.76 DAYS
MEN) MEN) (6 MEN)
• 20 CANADIAN SOLAR 260's(5.2KW)
• 2 SEPARATE ARRAYS
• 30' PEAK TO GROUND
• 20 PORTRAIT&0 LANDSCAPED
• NO PIPES OR VENTS BEINGS RELOCATED OR REMOVED
• 1 INVERTERS INSTALLED OUTSIDE
• NO TRENCH
ESTIMATED SENT TO JOB USED
❑ CANADIAN SOLAR 260(CS6P-260P)--P300 SE OPTIMIZERS 20 — —
❑ SESOOOA-US 1
❑ 60A INDOOR FUSED DISCONNECT W/(2)30A FUSES 1 — —
❑ (SUNNOVA) METER AND METER PAN 1 — —
❑ 30A OUTDOOR NON-FUSED DISCONNECT 1 — —
❑ SOLADECK BOX(ES)&HAYCO CONNECTOR(5) 2 — —
❑ 14'SECTIONS OF RAIL 12 — —
❑ INSULATED BUG BITES(LINE TAPS) 2 —
❑ FLASHINGS 40 — —
❑ CASE(S)OF BLACK SPRAY PAINT 1 — —
❑ CASE(S)OF TAR 1 — —
❑ TP LINK 1 — —
❑ PV LEAD WIRE 50' — —
❑ T-BOLTS — — —
❑ MID CLIPS — — —
❑ END CLIPS — — —
❑ SPLICE KITS —
❑ GROUND LUGS — — —
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High quality and reliability in all Canadian Solar
modules is ensured by 14 years'experience in 2 , •, insurance-backed warranty
module manufacturing,well-engineered module -�5 ars }= non-cancelable,immediate warranty insurance
design,stringent BOM quality testing,an automated `*�,. ,..^' linear power output warranty
manufacturing process and 1 OOS EL testing.
`} 10 product warranty on materials
KEY FEATURES
,, years and workmanship
-
..................................................................................................................................
Excellent module efficiency
up to 16.47% MANAGEMENT SYSTEM CERTIFICATES*CN-9
*
ISO 9001:2008/Quality management system
ISO/TS 169492009/The automotive industry quality management system
Outstanding low irradiance ISO/4001:2004/Standards for environmental management system
performance:96.546 OH SAS 18001:2007/International standards for occupational health&safety
` PRODUCT CERTIFICATES*
+-St 9Positive power tolerance IEC 612151 IEC 61730:VDE/CE IMCS/JET/Sri/CEC AU/INMETRO/CQC
Up t0 5 W ILL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida)
UL 1703:CSA/IEC 61701 ED2:VICE/IEC 62716:VDE/IEC 60068-2-68:SGS
IVo.3 PV CYCLE(EU)/UNI 9177 Reaction to Fire Class 1
PTC High PTC rating up to 92.096
�E sn C E `1 sent ,
IP67 junction box forlong-term 'As there are different rectification requirements in different markets,please contact
x your local Canadian Solar sales representative for the specific certificates applicable to
itc7 J weather endurance the products in the reg ion in wh ich the produ cts 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
Salt mist,ammonia and blown PV project developer with about 10 GW of premium quality modules
V 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,www.canadiansolar.com,support@canadiansolar.com
r MODULE/ENGINEERING DRAWING(mm) CS6P-260P/I-V CURVES
A A
Rear View Frame Cross Section A-A to _._. __ -. 101.
3s e e i
Grou
m� hole ntl n9 31 -. 1 3 -.-
11
...-....
A A
Mounting Hole 5 1015 20 25 30 35 00 5 10 15 20 25 30 35 0s
1211I
M°unlinq -T r�+t
hole R 1000 W/m 5°C
A too w/m' 25°C
40 6dow/m 45°C
8
4.W/m� 65•C
I
ELECTRICAL DATA STC* MODULE I MECHANICAL DATA
Electrical Data CS6P 260P 265P Specification Data
Nominal Max.Power(Pmax) 260 W 265 W Cell Type Poly-crystalline,6 inch
Opt.Operating Voltage(Vmp) 30.4 V 30.6 V Cell Arrangement 60(6x 10)
Opt Operating Current(Imp) 8.56 A 8.66 1.A Dimensions 1638x982x40 mm(64.5x38 7x1.57 in)
Open Circuit Voltage(Voc) - 37.5 V 37.7 V Weight_ 18 kg(39.7 lbs) _
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(UQ Cable 4 mini(IEC)or 4 mm2&12 AWG
Module Fire Performance TYPE 1 (UL 1703)or 1000 V(UL),1000 mm(39.4 in)
CLASS C(IEC 61730) (6S0 mm(25.6 in)is optional)
Max.Series Fuse Rating 15 A Connectors Friends PV2a(IEC),
Application Classification Class A Friends PV2b(IEC/UL)
Powe 1.r Tolerance 0-+5 W Standard 26 pieces,515 kg(1135.4 lbs)
-Under standard Test conditions(STC)of irradiance of 1000 Vi ly,spectrum AM Packaging _ (quantity&weight per pallet)
1.5 and tell temperature of25°c Module Pieces
per Container 728 pieces(40'HQ)
ELECTRICAL DATA I NOCT*
Electrical Data CS6P 2601, 265P TEMPERATURE CHARACTERISTICS
Nominal Max.Power(Pmax) 189 W 192 W Specification Data
Opt.Operating Voltage(Vmp) 271 V 2Z9 V Temperature Coefficient(Pmax) _ -0.41%/°C
Opt Operating Current(Imp) 6.80A 688A 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 Operab ng Cell Temperature(NOCT),irradiance of 800 W/m2,
spectrum AM 1.5,ambient temperature 20°C,wind speed 1 m/5. PARTNER SECTION
.....................................................................................................................
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 this 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
the information described herein at any time without notice.Please always obtain
the most recent version of the datasheet which shall be duly incorporated into the
bind l ng contract made by the pa mes governing all transactions related to the
purchase and sale of the products described herein. ..... .............................._.._.....................__............_...............................
Caution: For professional se only.The 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 instructions before using the mod ules. projects built With this module mr
..............................._......_...........CANADIAN SOLAR INC.August 2015.All rights reserved,PV Module Product Datasheet V5.3EN
February 3, 2016
To: Building Dept.
From: Nicole Reusch—Trinity Solar(508)291-0007 ext. 1215
Subject: Permit Application for a solar installation
Attached are permit application(s)and checks for a solar installation.
If you have any questions, please contact me at 508-291-0007 ext.1215.
Thank You,
Nicol
Trinity Solar
20 Patterson Brook Rd., Unit 1
W.Wareham, Ma 02576
SOLARY-