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23D-124 (13) 176 FEDERAL ST BP-2016-1070 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23D- 124 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-2016-1070 Project# JS-2016-001802 Est. Cost: $35000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: BEYOND GREEN CONSTRUCTION 074539 Lot Size(sq. ft.): 20952.36 Owner: ALTER ANNA&BRUNO TRINDADE Zoning: URB(100) Applicant: BEYOND GREEN CONSTRUCTION AT: 176 FEDERAL ST Applicant Address: Phone: Insurance: 13 TERRACE VIEW (413) 529-0544 O WC EASTHAMPTONMA01027 ISSUED ON.•3/4/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 8.41 KW SOLAR ARRAY 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 3/4/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1070 APPLICANT/CONTACT PERSON BEYOND GREEN CONSTRUCTION ADDRESS/PHONE 13 TERRACE VIEW EASTHAMPTON01027(413)529-0544 Q PROPERTY LOCATION 176 FEDERAL ST MAP 23D PARCEL 124 001 ZONE URB(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 Typeof Construction: INSTALL ROOF MOUNTED 8.41 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 074539 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO 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 De olit' Del / Signature o uilding ficial Dae 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 L , City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 2212 Main Street Sewer/Septic AvailabilityRoom 100 Water/Well AvailabilitNorthampton, MA 01060 Two Sets of Structural Plans E Nj�"one 13-587-1240 Fax 413-587-1272 Plot/Site Plans 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 n �) Map Lot Unit r-- 1 t_G 1Z U C Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: c i 0 Telephone Signature 2.2 Authorized Agent: E jE� '=A1-3 A C NST A i'aj I C A k�Z�rr--- iA t r F_ Ll I ') Name(Print)/,/- Current Mailing Address: F-4c7 z-i C, .e— /X A Ci+C,L4 Q t jo -- ` G Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building O (a)Building Permit Fee i 2. Electrical y (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) ,3-s U O rj Check Number This Section For Official Use Only Building Permit Number: DateIssued: 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: LR: 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 © DON'T KNOW ® YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW ® YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW © YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: C. Do any signs exist on the property? YES ® NO i IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO 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 © NO • 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) ❑ Roofing ❑ Or Doors E3 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[0] Other[Q Brief Description of Proposed \ Work: L Alteration of existing bedroom Yes X No Adding new bedroom Yes k No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing,j omplete the following: a. Use of building : One Family 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, �i_ ya S r N-17�-aCv\ V Cl) as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date C_)�--� - a v�o ')k V-\i'j t 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 thpains and penalties of perjury. C:: ti'1v� Print Name G ( Lo Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: �V_I L*�- 0-S (3<8� License Number 3q 1 e n mc)tom) 2i rJ/.t F i_00 0 t C) 1 -1 Address Expiration Date W 1 31.3 w Signat a 7Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ K / itJI T` j / 1I�4T5 A(rL 1w. DKr] IF.Ir)i T\4 JL,047 Company Name Registration Number 126 -y-rE2"�C;r,,, ,-�cc ,,.� 1SCR D -- l r.�cT �� J0 -fJ - 17 Address Expiration Date Js<sr \\paie-c-k:vL& 1"A 03,�S�7(C Telephpne�//3 -46. 90�X 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....... 9 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 r%.. The Commonwealth o,j Massachusetts w — - Department ref Industrial Accidents Office of.Investxgations I Congress,street,Suite.100 , Aston,MA 02114-2017 fvt4�W.itta5S,gtlYl dia .� Workers'Compensation Insurance Affidavit:Builders/ContractorsfElectricians/Plumbers Agl2ficant Information Please Print Le ibl Name (Businessl0rgani7,ation/individual): BEYOND GREEN CONSTRUCTION 1 SEAN JEEFORDS Address: 13 TERRACE VIEW City/State/Zip: EASTHAMPTON, MA, 01027 Phone#:413-528-0544 Are you an employer?Check the appropriate box: Type of project(required): i. I am a employer with 9 4• ❑ I am a general contractor and I 6 n New construction employees{full and/or part-time)_ have hired the sub-contractors 2.Q I am o sole proprietor part-time listed on the attached sheet. 7. (]Remodeling ship and have no employees Thew sub-contractors have g, ®I?emolition. ! employees and have workers' working forme in any capacity. 9. Building addition [No workers' comp. insurance comp.msurance.t required.] 5. [] We are a corporation and its 10.11 Electrical repairs or additions 3.0 1 am a homeotivncr doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required]t c. 152,§1(4),and we have no employees. [No workers' 23.0 tither camp.insurance required.] '-Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit thisaffidavit idavit indicating they are doing all work and then hire outside contractors trust submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees, if the sub•contraclor;have employees,they must provide their workers'comp.policy number. i rra ;ri c9 ar,?.,r er'/ant as prrat iding weekerg'e-ompe.Madva Rist raoce far Fare ernpdo get ftelow is the prilky andJob sits 3�'k�€�P afdkYfA!`� Insurance Company Nme:1,4o UA'RD INSURANCE COMPANY ........... ..S�- 39 Expiration Date APRIL.21,901(0 i or Se!f-ins. L ti . Joh Site!1tiilt'CSR: _._....... r;, r c a« .. .:w.. K.esT.te.' _,, ^p ns t str VeLicV,decsxration page(sltowing the policy number;end expira flue date). f=aiittrc to secure coverage as required under Section 25A ofNICYL c. 152 can pearl to the imposition of criminal penalties of fine tip to$1,500.00 andfor one-year imprisonment,as well as civil penalties in the fonn of a STOP WORK ORDER and a fine of up to$250.170 a day against the violator. Be advised that a cc)py of this statement may be Foy-warded to the Of-face of investigations ox the DTA for insurance coverage verification, './!v .k e .elate: i• 9)5544 het '.--�. t �0 ftfn 3S:;?e±d,rhiLs ac er,ro be calr&vferwd by city or�Vrvx 0 7.C141'.. w ar t permit/Ucense P g tine) I b4*,a"a3 of "sak 91 3?tw.iM90CPPrt,-,,ncnt 3.0 y/Tooen Cl>rrL 4.sFlectr'ical�Psspeoftr 5.numbing iI&9pGLtd4r J Sr Phone 4: 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 3, 2016 Florence Building Department Florence, 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. Existinq roof framing: Conventional framing is Roof 1/Roof 2:true 2x5 with 24"o.c.with 5'-8"span, Roof 3/Roof 5:true 2x5 at 21"o.c.with 10'span, Roof 4:true 2x5 at 24" o.c.with 6'-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 Loadinq • 4.33 psf dead load(modules plus all mounting hardware) • 24 psf snow live load (40 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B,90 mph wind uplift live load of 11.97 psf(wind resistance) 3. Address of proposed installation: Residence of Anna Alter, 176 Federal Street, Florence,MA 01062 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 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 90 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 Richard'B.Gordon, P.E. Massachusetts P.E. License No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING ELECTRICAL ENGINEERING 10 OF MAS Sin . 0� �n RICHARD E. Pn 0 GORDON U MECHANICAL U NO.49993 G FSc�ONAL �-Nit�y- SOLA HOMEOWNERS AUTHORIZATION FORM Anna Alter (print name) am the owner of the property located at address: 176 Federal St. (print address) I hereby authorize Trinity Solar, and their subcontracting company to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. This authorization includes the transfer/re-administering, and/or cancellation of any existing permits on file for the purpose of updating/applying with an alternate subcontractor. Customer Signature: Lhjnl��, nv-)-L Date: 1 /5/16 Print Name: Anna Alter Y/� ity of North on F 8uildin De ,ent 9 Plan Rek 212 Main . at T INSTALLATION O F NEW ROOF MOUNTED FEDERAL STREET. 8.41 kW PV SYSTEM 176 FEDERAL STREET '- ' h - Sr y1 FLORENCE, MA 01062 .�. Issued/Revisions VICINITY MAP NO. �r DESCRIPTIONw DATE SCALE:NTS SITE Project Title: ALTER,ANNA F� _ NACCT p:2015]4643 Project Address: 176 FEDERAL STREET FLORENCE,MA 01062 GENERAL NOTES GENERAL NOTES CONTINUED GENERA NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET INDEX 1.THE INSTALLATION CONTRACTOR L B. THE OU VOLTAGE FROM THE PANELS IS 14. Bl CURRENT PREVAILING UT14TY JB JUNCTION BOX PV-1 COVER SHEET W/SITE INFO&NOTES DrawingTiUe: RESPONSIBLE DFOLLOR I ALLING WING ALL ALWAYDISCONNECT ECTPREEENCOSU E N COMPANVS,AND CATIONS. kLMIL THOUSAND CIRCULAR MILS EQUIPMENT AND FOLLOWING DSCONNECTENHE INVERTER AND THE G BTANDARDS.IN HAVE BEEN kVA KILO-VOLTAMPERE PV-2 ROOF PLAN W/MODULE LOCATIONS PROPOSED 7.54kW CO CTIONS TANNED INSTRUCTIONS TEFIMGHT OURS.INVERTERDURING 15 THIS SET OFOR TH HAVE SEEN kW KILOWATT SOLAR SYSTEM CONTAINED IN RTHE ECEWEWINGPACKAGE AND DAYLIGHT ON RS.ALL VIED WITH PREPARED FOR AGEPURREVEW kWH KILO-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATIONATIONCEDFROMTRINITY. WORKING ON ORYSTEMED`ATHTHE MUNICIPAL AND AGENCY REVIEW AND L LINE 2.THE INSTALLATION CONTRACTOR L PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL.THIS BET OF PLANS SHALL MCP MAIN CIRCUIT BREAKER Drawl Information RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MOW LES ARE NOT BE UTILIZED AS CONSTRUCTION MLO MAIN DISTRIBUTION PANEL EQUIPMENT AND FOLLOUCTIONL ENERGIZED WHENEVER THEY ARE 'ISSUED FORUNTIL CONREVISEDTOINDICATE MLO MAIN LUG ONLY DRAWING DATE IZ/9/2016 IN THE IONS AND PLETE INSTRUCTION CONTAINED EXPOSEDTO ONS OF T. ALL INOFORCONSHOWN ON'. MTD MOUNTED DRAWN BY. MAA INT INST LETS MA NTR 9. ALL PORTIONS SYSTEM HS SOUL 1fi CERTIFIED PRIOR O USE FORST BE MTG MOUNTING 3.THE INSTABLE FON CONTRACTOR IS PHOTOVCLTMC SYSTEM S ANC CERTIFIED TO USE F. N NEUTRAL REVISED BY: DMP UNDERSTANDING ALL DRINGANDAWINGS THE NAT CLEARLY W ACCCODE ARTICLE TH CONSTRUCTION ACTNRIES. NEC HOT I NCONTRATRICAL CODE UNDERSTANDING ALL NT AND ERTER MANUALS THE NATIONAL ELECTRIC CODE ARTICLE NIC NOT IN CONTRACT COMPOPRIOR TO INSTALAMN.THE MANUALS 690. NDS NUMBER T stem MS2E.lion: CONTRACTOR OR IS ALSO REQUIRED TO AVE 10. PRIOR HOTOVOTHE INSTALLATION THE OF THIS ABBREVIATIONS NTP NOT OVER O SCALE�CURRENT TOTAL SYSTEM SIZE: 8.41kW CONTrtACTORIS SWITR REQUIRED THEOHAVE INSTAL TIONCONTRAC,THE OCP OVER CURRENT PROTECTION ALL MPONENT INSTALLA PRE4NNTRACTOR SHALL 'gyp AMPERE P F U. TOTAL MODULE COUNT: 29 T E INST AND FUSES ALL FUSE PRIOR IN ATTEND A PRE-INS F THP I STAU.ANG AC ALTERNATING CURRENT PB PULL BOX MODULES USED: U 2150N SOLAR 260 TME INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALEATION AL ALUMINUM PH C PHASE MODULE SPEC x: CS6P-260P SYSTEM COMPONENTS. PROCEDURES.SCHEDULES.SAFETY AND AMP.FRAME PVL POLY-VINYL CHLORIDE CONDUIT UTILRY COMPANY: NAIL GRID ONCE AFF ABOVE FINISHED FLOOR POUR POWER 4. MOUNTED. OUNT D.THE INS AT TIONMODULES ARE COORDINATION. APG ABOVE FINISHED GRADE Ory QUANTITY URLITYACRx: ]567)09014 COIINTED.THE INSTALLATION 11. PRIOR TO THE SYSCONEM TRACTOR SHA THE AWG AMERICAN WIRE GAUGE FIGS RIGID GALVANIZED STEEL .111-METER x: ,002 G ONE ELECTRICIAN WHO HAS ATTENDED OF INSTALLATION PERF O MING ALL SHALL C CONDUIT(GENERIC TERM OF SN SOLID NEUTRAL ONEELECTTOVOLT IC NASALATIONDA HARDWASSISTARE RE CHECKS AN ALL INITIAL RACEWAY,PROVIDE AS DEAL TYPE: COURSE O TOVOLTAIC INSTALLATION CONDUCTIVITY CHECKS. OC WIRING JSWBDSWRCHBOAI2D COURSEOY,IT IS FOR SPECIFIED) u0 TYPICAL 5.FORSAETV.ITISATT EI STALLA ITHE 12. FOR THE PROPER MAINTENANCE AND CB COMBINER 80X U.0.1. UNLESS OTHERWISE INDICATED MANUFACTURE THAT THE INSTALLATION ISOLATION OF THE INVERTS REFER TO CKT CIRCUIT WP WEATHERPROOF CREWALWAYS HAVEAMINIMUMOFTWO THE ISOLATION PROCEDURES IN THE CT CURRENT TRANSFORMER XFMR TRANSFORMER PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL. CU COPPER •72 MOUNT T2INCHESTOBOTT0M RBV.NO. $Ileei EACH OF THE INSTALLATION CREW 13. THE LOCATION OF PROPOSED ELECTRIC DSC CPR TO FINAL APPROVAL ODISCONNECT SWITCH OF ABOVE FINISHED FLOOR OR MEMBERS BE TRAMED IN FIRST AID AND AND TELEPHONE UTILITIES ARE SUBJECT �,G DRAWING GRADE F THE EC ELECTRICAL SYSTEM INSTALLER 8.THISSOLAR PHOTOVOLTAIC SYSTEM ISTO APPROPRIATE UTILfrY THE AND EMT ELECTRICAL METALLIC TUBING BE INSTALLED FOLLOWING THE OWNERS. FS FUSIBLE SWITCH CONVENTIONS OF THE NATIONAL ELECTRIC 14. ALL MATERIALS,WORKMANSHIP AND FU FUBE CODE.ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE GND GROUND SUPER SEDETHENECSHME ALLGOVERN. IMPROVEMENTS SHOWN HEREIN SHALL On GROUND FAULT INTERRUPTER 7.ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH: HZ FREQUENCY(CYCLES PER ,. • INSTALLED WITH THIS SYSTEM ARE TO BE M CURRENT PREVAILING MUNICIPAL SECOND) 'UU LISTED.ALL EQUIPMENT WILL BE NEW AND/OR COUNTY SPECIFICATIONS. 3R OUTDOOR RATED UNLESS INDOORS. STANDARDS AND REQUIREMENTS GENERA.NOTES SOLAR IF ISSUED DRAWING IS MARRED WITH ARENSION CHARACTER OTHER THAN'A'.PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLITY OF EQUIPMENT. 22IIAII- -IRoad 877-797-2978 wall,Newlenry D7719 ..u+v.Triniry-solar.com 3-3' NEW PV SOLAR MODULE.TYPICAL SNAP N RACK CLAMP U.0.1. (REFER TO EQUIPMENT SCHEDULE �(sEE SPEC sHFir FOR OETus FOR SPECS AND QUANTITIES] NEW MOUNTING FOOT)ATTACHMENT POINTS,TYPICAL (REFER TO SOLAR MODULE IflSOLAR MODULE ENGINEERING LETTER FOR SPACING AND DETAILS) SNAP N RACK'L'FOOT SNAP N RACK RAIL NE w SNAPNRACKRNL,TYPICAL ,P (SE SPEC RNEET EDP DETMS) ISEENCCSEEETFOR (REFER TO THE SNAP N RACK E E FLANGE HEX NUT SNAP N RACK BASE n FSP URTHEC DETAILS) SNAP SHEET FOR I AP IN CSHEET FORSHINr )SEE SP6c ER FOR DETAILS FURTHER DETAILS) SNAPNRACK FLASHING ONE LAVER ASPHALT SHINGLES NEw ENDCUP.TYPICAL )SEE SPE ET EDF DETULa RFUR SPEcs N (REFER TO THE SNAP N RACK SPECIFICATON/DATA SHEET FOR STAINLESS STEEL- SEALANT (1 0� FURTHER DETAILS) LAG BOLT SOLAR MODULES SHALL NOT NEW MID CUP,TYPICAL EXCEED PEAK HEIGHT. (REFER TO THE SNAP N RACK EXISTING RAFTER SPECIFICATON/DATA SHEET FOR F CATID4 FURTHER DETAILS) NOTEREFER TO MODULE SPECS FOR ATTACHMENT 8 CLIP DETAIL ACTUAL MODULE DIMENSIONS PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF HEIGHT FROM GROUND LEVEL TO PEAK F ROOF SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE NOT TO SCALE Issued/Revisions NO, DESCRIPTION DATE Project Tide: [_—ALTER,ANNA LLl , TRINT'ACR K:2015]4643 Project Address: L ttt[x L tt[ • 176 FEDERAL STREET L.xt n xEE-L E LEtt ® FLORENCE,MA 01062 et4x BACK FRONT R1�. e t xx Lx �: EEx "t..�k�..urW - Drawing Title: ELL PROPOSED 7.54kW SOLAR SYSTEM R3 Dmwin Information D0.AWING DATE'. 12/9/2016 DRAWN BY: MM 'r REVISED BY: DMR System Information: ynt TOTAL SYSTEM SIZE: 8.41KW TOTAL MODULE COUNT. 29 D E MODULES USED'. CANADIAN SOLAR 260 4�1AC MODULE SPECC CS6P-260P Xp UD M UTILITY COMPANY NAT'L GRID DC UTILITY ACCT N'. 7567749014 TY MET fAC 30020626 DEAL TYPE: NOTES: 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. RBV.No. Sheet 2.)ALL OUTDOOR EQUIPMENT SMALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VELI KATION. 4.) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE Rl NEW END CLIP,TYPICAL(REFER TO THE UNIRAC QTY SPEC k INDICATES ROOF DESIGNATION.REFER TO IN NEW UnLRY DISCONNECT TO BE O f DE-COMPI.IANTIWTAI ATIONMANUAL 29 ARRAY ORIENTATION 141' ® ARRAY SCHEDULE FOR MORE INFORMATION U� INSTALLEDOUSIDE SECTION 3.2.5 FOR SPECS AND DETAILS) CANADIAN SOLAR 260(CS6P-260P) MODULE PITCH=32' DU R2 INDICATES NEW PV SOLAR MODULE.REO MOLES NEW MID CLIP,TYPICAL(REFER TO THE UNIRAC 1 SE6000A-US AM • ARMY ORIENTATION=235' I N71 INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS. ® CODECOMPLUWT INSTALLATION MANUAL MODULE PITCH LJ REFER TO EQUIPMENT SCHEDULE FOR SPECS. SECTION 32.5 FOR SPECS AND DETALS) OTHER OBSTRUCTIONS nit INEWU R3 IL�ON�TNEGELECNTICA-PANEL INSTALLED OURIDE.PRODUCTION METER TO BE (REFER TO THE UTYPICAL MODULER ITCH=ION=55' EP P --- (REFER TO THEUNIRACOR SPE MANANT SOLAR INSTALLATION MANUAL FOR SPECS AND DETAILS) MODULE PITCN=40' INDICATES NEW MAIN DISCONNECT TO BE INDKATES NEW INVERTER TO BENEW MOUNTING FOOT)ATTACHMENT POINTS. 2211 AIImw Road B]7-797-2970 GROUPED WITH MAIN PANEL INSTALLED OUTSIDE. TYPICAL (REFER TO ENGINEERING LETTER FOR Wa1LN¢ Rnry07719 ww+r_Trinity5olar.<om REFER TO EQUIPMENT SCHEDULE FOR SPECS. SPACING AND DETAILS) MOUNTED Engineer/License Holder: SOLAR MODULES MOUNTEDROOF ON 3A UNDER SOLAR MODULE 29-260w MODULES W/15OLAR EDGE P30D PER MODULE NEC 690.34 18.)9,75 ADC MAX PER STRING S STRING OF15MODULESINSERIES-350Vmex _ 8"x8" 1 STRING OF 14 MODULES IN SERIES 350Vmax F JU BCU%ION - -- - e2 STRINGS TO BE TERMINATE DIN PARALLEL INSIDE INVERTER 1 Issued/Revisions NO. DESCRIPTION DATE Project Tile: ALTER,ANNA ARRAY CIRCUIT WIRING NOTES Licensed Electridan Aaaomes all Responsibility for TRINITY ACR N:2015-)4643 Datermininy OnaNa Conditions and Esecotln9 Installation In A—.....wNN NEC 2011 GFCI RECEPTACLE Project Address: 1.)LOWEST PELTED AMBIENT TEMPERATURE BASED ON EXISTING 1P15A BREAKER 14/2 NM CABLE TEMMINIMUM MEAN EXTREME DRY BULB 120/240V 240V 10 TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO UTILITY 10OA MAIN BREAKER 176 FEDERAL STREET INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT METER 100A BUSBAR FLORENCE,MA 01062 TEMP=-16'C LL Lu 2.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2%DRY BULB LOCKABLE 60A Drawing Title: TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO DISCONNECT FUSED w INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP / 37C I 40A FUSES PROPOSED 7.54kW GROUPED W/MAIN 60A UNFUSED PRODUCTION SOLAR SYSTEM 3.)2005 ASHRAE FUNDAMENTALS 2%DESIGN BREAKER LOAD CENTER DISCONNECT METER D TEMPERATURES DO NOT EXCEED 47-C IN THE UNITED 40V 1d 4 V 1a INVERTER i1 STATES(PALM SPRINGS.CA IS 44.1-C). FOR LESS THAN as aa• °°°ee• 0 DrawingInformalon 9 CURRENT-CARRYING CONDUCTORS IN A ° a� wING DATE. YI2/9/2016 ROOF—MOUNTED SUNLIT CONDUIT AT LEAST 0.5"ABOVE 0 DRAWN BY MM ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47C OR LESS(ALL OF UNITED STATES), i e —. 2 REVISED BY: DM0. 4.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE �... _. G S stem Infonnatlon: PHOTOVOLTAIC S PERMITTED TO OPERATE WITH UNGROUNDED ® J-y eseae• s 000 00 TOTAL SITE"SIZE 8A kW SOURCE AND OUTPUT CIRCUIT AS PER SOU ARE D SQUARE D TOTAL MODULE COUNT: 29 NSULATED LINE TAPS NEC 690.35 EXISTING MAIN BREAKER LOAD MODULES USED: CANADIAN SOLAR 260 _ CENTER I ®PN: D222N DU222NRB 5.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE -- INSTALLED MAIN FEEDERS -- MODULE SPEC x: Cs6P-26pP A NEMl13 RATING. NEC 690.64 - UTILITY COMPANY: NATL GflID CALCULATIONS FOR CURRENT CARR`fIN6 UTILITY ACCT p: )56)749014 CONDURORS REQUIRED CONDUCTOR AMPACITY PER STRING UTILITY METER 30020626 [NEC 690.6(8)(1)} (15.00'1.25)1 =18.75A DEAL TYPE: AWG#10,DERATED AMPACITY PV MODULE SPECIFICATIONS AMBIENT TEMP: TEMP DERATING FACTOR: .76 CANADIAN SOLAR ZED LC56P-260P RACEWAY DERATINGNG=4 CCC: 0.80 I (40'.76)0.80=24.32A Imp 8.56 Rev.No. Sheet 24.32A Z 18.75A,THEREFORE WIRE SIZE IS VALID Vmp Vx 137.S A N6 THWN-2 GECTO EXISTING GROUND ROD TOTAL AC REQUIRED CONDUCTOR AMPACITY Isc9.12 25.00A-1.25=31.25A 3/4"EMT W/2>B THWN-2,1 N10 THWN-2,1#10 THWN-2 GROUND AWG g8,DERATED AMPACITY C 3/4'EMT W/4410 THWN-2,1#10 TTWN 2 GROUND AMBIENT TEMP: 30'C,TEMP DERATING: 1.0 INVERTER—SE6000A-US RACEWAY DERATING E 3 CCC: N/A DC AC D 3/4'EMT W/4-p10 THWN-2,]-NIG THWN-2 GROUND 55A'1.0 2 55A Imp 18 Pout 6000 E 3/4'EMT W/2-NBTHWN-2,1—THWN-2,1410 THWN-2 GROUND SSA_31.26q THEREFORE AC WIRE SIZE IS VALID Vmp 350 IPUL 25 CALCULATION FOR R OVERCURRENT pROTECRON Voc SOD Imax 31.25 F N12PVWIREW1F BARE COPPER GOND TOARRAY SOLAR TOTAL INVERTER CURRENT: 25.00A Isc 30 Vnpm 240 G 3/4"FMC W/3-N6 THWN-2,1 N8 THWN-2 GROUND 25.00A'1.25-17.25A -->40A OVERCURRENT PROTECTION IS VALID 221t Allenwood Road 8'7-)97.29)8 Wall,New Jersey 0)719 www.irinirySakrwm - ' SERIES ROOF MOUNT SYSTEM The SnapNrack line of solar mounting solutions is designed to reduce total Installation costs. The system's technical innovations have been proven to drive g III down costs and improve installation 4. quality on more than 350 MW of solar installations. . Pitched Roof Arrays Simplified "= The SnapNrack Series 100 UI Roof Mount System ,. is an effic'ent, visually appealing, photovoltaic(PV) module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for Roof System in 4 Simple Steps: electrical continuity, eliminating the need for additional grounding hardware, The System's components provide �) �o to the online Series 1G0 C:ornic�urahrn Tool (configure.snapnrack.com) and select an adequate bonding path which has eliminated the "Yes" for UL 2703 1_isted need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 2) Identify Site Conditions (Array Tit, Ouilding Certification ensures that SnapNrack partners can Height, Roof Tyne. W rA �:nd Snow I oad,:) provide the best in class installations in quality,safety, 3; Build ariav in the online C.cnfiguration and efficiency. tool and automticalkl genorate a Bill of "Matenals- • All hondmg hardware is fully integrated into the components 4") olact :order wit',your dstributor. Rurr�ha�� mate ,31 for d single prc)lec: cr oraer in bulk • No grounding lugs required fnr mndrNes �(diticr-ai sa:rnr_is • Rail splices bond rails together, no rail jumpers required Proprietary SnapNrack groundinq lug snaps in the rail channel, no drilling of ral or reaching for other tools required(One Lug per individual row of modules) uL LISTED PV Mounting System 2703 �� ItI l) r. � i6R t ti:- i Urf t.tl ittrg .01-1A h. ,.t u r V-4, stainless ianrdware With f" Split-lock Washers i SnapNrack Bonding SnapNrack Bonding SnapNrack Bonding Adjustable End damp Mid Clamp Standard Rail Splice Y L"" ­ SnapNrack Ground Lug Assembly (ONE REQUIRED PER ROW OF MODULES) SnapNrack Ro uun,Univers] E"Chimp(UFC)Wave ULC Full Strap -- UEC Wedge stainless Steei Bolt~ with Flat Washer SnapNrack Bonding Universal End Clamp SnaoNrac4 � 2� 6nndlnp 1 Standoff Clamp Assembly S napNracn `_,ntratr�U'.:i ri�.rie::, �r'� SnaFNrac'k SnapNrack P3onding RuldDet &tx?el FfetR;tc Nut Banding Channel Nut Rain Collar Ehannet Ftaudess S'(fal.0 Stainlpa, lid Flange Nut Steell Fla-w Ball ! - g Stainless SnapNrack SnapNrack MA)Finish 92 Degree f Flange Standoff L Foot Bol[ 3SnapNracB SnapNrack All Purposa Mill Finis L Foot Standoff Base tl-Haie StanNrack SnapNrack Base Shown) °n _ ASnapNrac , rx Lfnot Melat Roof AML Mill Finish ' Flashing are Assembly L Foot Base r.,, ' SnapNrack Bonding SnapNrack Bonding ot aBase se Math RootWith Standoff Assembly L Foot Base with Flashing Root Boeulk4g L Foot t SnapNrack Series • i UL Technical Data Materials w 6000 Series aluminum • Stainless steel Galvanized Steel Flashing Material Finish •Clear and black anodized aluminum •Mill Finish on select components Installation •Quick and efficient mounting •Adjustdble hardware to ensure clean and level finish All components bonded to ground with integrated bonding features Cales.&Certifications • UL 2703 Certification Stamped Structural Engineering Reports for all 50 States Grounding , SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty - 10 Year material and worksrnanship(download full details at snapnrack.com) Snap['\! rack,. 1 t p'N-t,. .'.f, NOTES: REVISION: -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING. AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN -BLACK S.S.7-9 FT-LBS ANY ORIENTATION S.S.FLANGE NUT _RAILS CAN MOUNT TO EITHER SIDE STEP 2:SLIP FLASHING OVER 11 X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) L FOOT BASE AND UNDER ROW SNAPNRACK S.S.BOLT AND OF SHINGLES ABOVE CHANNEL NUT SPLIT WASHER 100, L r "S.S.LAG SCREW SNAPNRACK r�r' WITH FLAT WASHER STANDARD RAIL 2.5 MINIMUM EMBEDMENT ,r IS STANDARD f � SNAPNRACK COMPOSITION ROOF FLASHING STEP 1: BOLT L FOOT - BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LAW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. DES,GNER: D ' S100 PEN D01 G McPt*Oers SCALE: DNS PART NUMBER: DESCRIPTION: REV IL\UIJI IIPvJ(' PEN DETAIL 09,FLASHED L FOOT TO ORAFr=_R c ���� APPROVED BY DAA: 120113 RAFTER f -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO ENSURE -18 X 1"LONG THAT THE SET SCREW IS -1X�"-18 X 1"LONG -�1�� ROUGHLY CENTERED BETWEEN SET SCREW SET SCREW THE TWO PIECES BEING JOINED Li STANDARD SERIES 100 Ig + A ATTACHMENTS FEATURE 3"OF VERTICAL ADJUSTABILTTY ON Ell E + ALL MOUNTING POINTS WITH �f THE USE OF 1"LEVELING 10.5 SPACERS 9'S THE FIRST INCH OF 7.5 8.5 ADJUSTABILIIY IS ACCOMPLISHED WITH SL[DING FEATURES BUILT INTO BOTH L DETAIL A FOOT AND STANDOFF CLAMP SCALE 5:8 COMPONENTS y t TRAIL HEIGHT=9.5" RAIL HEIGHT 10.5" FOR AN ADDITIONAL INCH OF RAIL HEIGHT=7.5" =RAIL HEIGHT=8.5" B ABOVE ROOF SURFACE 5 ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF g 7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF " ON TOP OF STANDOFF NOT T TO EXCEED CHMENT 30%OF INTS ON L-FEET OR 10"STANDOFFS. L FOR A SECOND ADDITIONAL INCH OF HEIGHT + ADJUSTMENT,ADD ANOTHER LEVELING SPACER. USE OF m ` TWO LEVELING SPACERS NOT Fi TO EXCEED 10%OF m g ! 5.4 _ ATTACHMENT POINTS ON 4.4 L-FEET OR 10"STANDOFFS. 34 — RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT Dt51UNER Ci PART NUMBER DESCRIPTION REV MCPrreetes SLAT E DNS F C�C�1C DRAFTER d%ar S100 D06 SER;---S 100 RAIL LEVELING V(J9tA, oR� 120113 W*U DV ZY x APPROVED By REV4SlON SNApNRACK SERIES 100 ON FLASHED L-FEET FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL ^c- -27 ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD YMENT, EMBEDDED INTO ROOF RAFTER'OR SHEATHING,UNDEW A ALWAYS BE EL PURLINS) ROOF AND ROOFING MATE�I+NP SNAPNRACK FIASItED L-FOOT DUCT JRA MEMBERS SUCH AS STEEL REV DESCRMTtON. SERIES 100 OVERVIEW,ON FLASHED PART NUMBER L-FEET DESIGNER: GMUP"WeN SCALE DNS 5100 DW DRAFTER. D Ryan DATE: 120113 �� �� APPROVED BY. solar=ee SolarEdge Single Phase Inverters For North America SE7600A-LIS SE1000GA-US0 s ;1400A-US ver e, 25 °- • s�Yrlana +k A f��ka yWWI 4 • The best choice for SolarEdge enabled systems — Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance(part numbers ending in"-U") — Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring - Internet connection through Ethernet or Wireless — Outdoor and indoor installation — rixed voltage inverter,DC/AC conversion only - Pre-assembled AC/DC Safety Switch for faster installation 1NWW.Solaredgc.us solar - • e z Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US OUTPUT SE3000A-US W3800A•US SESOODA-US SE6000A-US SE76COA-US SE10000A-US SE1140DA-US _ Nominal AC Power Output 3300 384f., .5200 io)208V 6000 7680 � 9980 @ 208V 5520 @240V 10080 @240V 11520 Max AC Power Output 3650 a1;0 5600(d)208V 10800 @ 20RV 60-00 @12L1OV 6000 8350 10950 ta)240V 12000 VA AC Output Voltage Min.-Nom.Max.* 183 208 229 Vac ✓ AC Output Voltage Min.-Norm.-Max.* 211-240-264 Vac ✓ ✓ ✓ / ✓ AC F-equency Min-Nara.Max.` 59.3-60 60.5(with HI country setting 57-60 605) +iz Max.Continuous Output Current 14 16 25@ 208V 25 2 48 r- GFDi 208V 4 23 @ 240J 42 0)240V 8 A 1 Utility Monitoring,Islandinp, A Protection,Country Configurahle Yes Thresholds INPUT _ Rer irnmerded Max.DC Pcwer** - (STC} 4100 4800 6500 7500 9600 12400 14400 ie✓ Transformer-less,Ungrounded Yes Max.Input Voltage 500 Norm,DC Input Voltage Vde 325;a 208V/350(a)240V Vdc Max.Input Current'"' 1 17(.-,208V 33 @ 208V 13 17 tnl 24OV 18 1 23.5 35 Adc 30.5 @ 240V Max.Input Short Circuit Current ,r) d5 Reverse-Polarity Protection Adc Yes Ground-Fault lsolation Detection 600k,tSensitivity Maximum trlverter efficiency 97.7 98.2 98,3 98.3 98 98 98 °t CFC Weighted Ffficiercy 97.5 98 97.5 @ 208V 97 @ 208V 97.5 98 @ 240V 97.5 97 5 y� 97.5 @ 240V Nighttime Powe r Can sump[inn <4 <2.5 W ADDITIONAL FEATURES _ _ Supported Communication Interfaces R5485'RS232,Ethernet,ZigBee(optional) STANDARD COMPLIANCE - __ ... IEEE1547 . _ - Safety ,U UL174111699R Part numbers ending rn U"j,UL1998,CSA 22.2 Grid Connection Standards Emissions FCC part IS class B INSTALLATION SPECIFICATIONS AC ou'put conduit size J AWG rane 9, 3/4„minimum/24-6 AWG 3/4 minimum/83 AWG DC inpu'conduit sl7e/#of strings/ "' AWG range 3/4"minirri/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG Dimensions with AC/DC Safety 30.5 x 12.5 x 73 I / 0.5�x12.5x7.5/ Swit;h(HxWxD} 775 x315 x172 30.5x12.5x105/775x315x260 in/ i 775,x31.5x191 Weight with AC/DC Safely Switch 51.2/23 2 Natural Convection 54,7/24.7 �m 88,4/40.1 Ib kg Dating Fans(Userrcplaceable) Norse <25 <50 Mien-Max.Operating Tempera'ure dBA Range 13 to+140/-25 to 1-60(CAN version****-40 to+60 ) � °F J'C Protection Ratin NEMA 3R tar other regi�nnl cetHngs;,base contact Snlarrdge support l,mlted to 125`%)or Inca io ss where th-y rly,,,_,age high temp-reture;s chive 71"F/25^r_and to 135`;4 for locations where It is below 774%15"C. rardN,,kd nt m,nn,reneten A rullrnvwsy s }uI nIFt/ndly�y aR t-vatijes tosated""CAN?/Nsarceliglhle or hOnaiowand mclm(noHl exc S1`114r]OAhUs CAN) - RoHS • solar • " SolarEdge Power optimizer Module Add-On For North America P300 / P350 / P400 i P405 � wa5� •; PV power optimization at the module-level Up to 25%more energy - Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety wWw.solaredge.,as solar - e � � SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 / P405 P300 P350 P400 P405 for 60-cell modules)) (fo►72-cell modules) (for 96-cell modules) (for thin flim modules) INPUT Rated Input DC Power"" 300 350 400 405 W Absolute Maximum Input Voltage 48 60 80 115 Vdc (Voc at lowest temperature) MDPT Operating Range 3 48 8.60 8-90 12.5- 105 We Maximum Short Circuit Current(Ise) 10 Ade Maximum DC Input Current 12.5 Adc Maximum Efficiency 99,5 % Weighted Efficiency. 98.8 % Overvoltage Category it OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in _. Weight(including cables) 950/2.1 gr/Ib Input Connector MC4/Amphenoi/Tyco MC4 Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 -C/'F Protection Rating IP65/NEMA4 Relative Humidity. 0 100 9(, Rated STC Pourer 0 the module iblodule of uP to+S%power tater_allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTEII Minimum String Length (Power Optimizers) 8 10 18 i Maximum 5tring Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes �'�It is not allowed m mix P40S with P300/P350/P400/P600/P700 in one ctrirq+ /�,� ) PAGE 51 HGRE \/ ES POWER DISTRIBUTION BUG-BITES"' Insulation Piercing Connectors clirninates need For con motor Insulation stn, 'ne Vo taping rec,u!red after in3tal:,,ation lmor copper to copper, copper to al,unin.,m, or aluminum to a51,r ink.m app•icalions For use on insulated conductor only - e IPC SERIES �. NASD CATALOG WIRE RANGE TORQUE CTN EST.SHIPPING , NUMBER NUMBER MAIN TAP VOLTS BOLTS FT1BS GTY WEIGHT(Ies, UNIT 13110 IPC 1002 In; il 2-8 300 h 12 263 CTD: L 13107 •IPC 4006 41C.-4 6-14 60C 12 1 50 CTN 13108 'IPC 4020 aiC 2 2f0 6 600 ` 12 4 06 CTN 13109 'IPC 2540 250 1 a/u c 1Z, 30 0 .117 CTN 13113 )PC 3540 a.n"410 4/e 10 3,,, 1 2l ! 6 4 17 CTN •; 13114 ]PC 3535 j5G 4;G 7.63 GTN 13116 --" 't IPC 5012 500-250 10-12 300 2b 6 ' ,,v0-4r _ t .. 300 25 ? a 205 CTN 13104 'IPC 5025 500-250 250-4 600 55 a 4.08 CTN4._.._..- 13105 'IPC 5050 500-300 500-250 600 1 15 1 j 264 EA CAUTION 13106 'IPC 7556 750-500 500-350 600 1 75 1 1 262 Eq ! Use Bug-Bites on 1600 Valls,beiarlca 300 Volts(fur 480V grounded Y systems) 94 insulated Cattle Only! t Not CSA certified Do not install on bare cable- Dual-Rated GUTTER TAP CONNECTORS �� SP CusAL High strength aluminum alloy 6061-T6,tin-plated USTEp 600V 90°C Lay-in designed main conductor remains continuous Tap parallel or perpendicular to main j ~ GP SERIES NAED CATALOG CONDU_CTO_R RANGE __APPROX.DIMENSIONS(IN) t CTN EST.SHIPPING NUMBER NUMBER MAIN TAP H W L ; QTY WEIGHT(lbs) UNIT 1 X01 0 1.19 CSN 13117 OP 2' 2 12 4-12 30L '!0 5.8 w 24 1.43 GTN it ! 13118 OPID Ito-2 VO• .2 SOL 1 3'4 i 12 13119 GP 250 250-110 250-6 1'!., 1 f, .- v 12 2.54 CTN " 13121 GP 350 35D-410 350 8 Vi, 1'i. '... 6 I 2-75 CTN For copper-to-copper, 13122 GP 500 500-350 5'10-2 tv, 1'r. 3'!• B i 3.10 CTN copper-to-aluminum, 13123 GP T50 750-600 500-2 2 1!. 3'=. l 3 25 CIN aluminum-to-aluminum 'GP2 has slotted svews, OXide•in!'1100r is recommended for added corrosion protection. 600V 90°C Snap-on insulating covers for use with GP connectors For indoor Ise only GPC SERIES NAED CATALOG FOR USE WITH APPROX.DIMENSIONS fIN) CTU EST.SHIPPING NUMBER NUMBER CONNECTOR COLOR H W L prr WEIGHT(1o31 UNIT 13137 GPC2 GP2 k )'V-, J �. l:l'� ' 1313$ GPC 10 cpjlr, i 1 i !3141) GPC 250 L:,.. .:�_,. , ..� T'� -. r '•w.. 131,11 GPC 350 tr..`,o Tk._C,•,., )..� �rN ��.� '7 -{. '3142 GPC 501) CPll::7 CTN 13134 GPC 750 cr 750 ':)PJ pN 3L J (N wwhv greaves usa Com 1 Hec-tage Para,Clirl(_n CT 08413•Phone db0-664-dl:)C`3'Fax 560-661-4540 TGL�_FRFF 1-800.243-1130(Gu?side CT) a Canadian .Solare s g 250 12551 i THE BEST iN CLASS Canadian Solar's modules are the best in class in terms of power output and long term reliability. Our meticulous product design and stringent quality control ensure our modules deliver an exceptionally high PV energy yield In live PV system as well as In PVsyst's system simulation.Our accredited in-house PV testing facilities guarantee all module component materials meet the highest quality standards possible. 'Black frame praduol can be proOde l upon request. PRODUCT} WARRANTY&INSURANCE PRODUCT I KEY FEATURES Amer output I" Added Value from our limited Warrant Excellent module efficiency 9 up to 16.16% industry Y Statement strttdard s 20 _.Ye25 ars High performance at low irradiance above 96,5% 25 Year Industry leading linear power output warranty 10 Year Product warranty on materials and workmanship Positive power tolerance up to Sw Canadian Solar provides 100%non-cancellable,immediate warranty Im Insurance High PTC rating up to 91.96% PRODUCT&MANAGEMENT SYSTEM I CERTIFICATES" IEC 61215/IEC 61730:VDE/CE/MCS/JET/KEMCO/SIi/CEC AU/INMETROJCQC/CGC UL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida) UL 1703:CSA I IEC 61701 E02:VDE I IEC 62716:TUV I IEC60068-2-68:S65 Anti-glare module surface available PV CYCLE (EU)I UN19177 Reaction to Fire:Class 1 1509001:2008 1 Quality management system ISOTS16949:2009 I The automotive industry quality management system 15014001:2004 I Standards for environmental management system IP67junction box QC080000:2012 I The certificate for hazardous substances process management long-term weather endurance 0HSAS18001:2007 I International standards foroccupattioo/np�al health and safety � CYE BBA up `GaJ� (A) cSPeeC E PM CYCLM: ere+ti. CFNT! Heavy snow load up to 5400pa eplease contact your sales representative for the entire list of certificates applicable to your products CANADIAN SOLAR INC. Founded in 2001 In Canada,Canadian Solar Inc.,(NA50AQl CSIQ)is the world's TOP 3 Salt mist,ammonia and blown sand solar power company.As a leading manufacturer of solar modules and PV project resistance,for seaside,farm and developer with about 6 GW of premium quality modules deployed around the world desert environment in the past 13 years,Canadian Solar is one of the most bankable solar companies in Europe, USA, Japan and China. Canadian Solar operates in six continents with customers in over 90 countries and regions. Canadian Solar is committed to providing high quality solar products, solar system solutions and services to customers around the world. CanadianSolar (Make The Diffe enc ELECTRICAL DATA I STC MODULE ENGINEERING DRAWING Electrical Data CS6P-250P CS6P-255P CS6P-260P Rear View Frame CrOSs Section Nominal Maximum Power(Pmax) 250 W 255 W 260W Optimum Operating Voltage(Vmp) 30.1 V 30.2 V 30 4V Optimum Operating Current(imp) 8.30A 8.43A 8.56A Open Circuit Voltage(Voc) 37.2V 37AV 37.5V Short Circuit Current(Isc) 8"87A 9.00A 9.12A Module Efficiency 15.54% 15.85% 16.16% Operating Temperature -40 aC-+85 aC Maximum System Voltage 1000V(IEC)/1000V(UL)/600V(UL) t Maximum Series Fuse Rating ISA Application Classification Class A Power Tolerance 0-+5 W 'Under standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.S and cell temperature of25'C. ELECTRICAL DATA I NOCT r - Electrical Data C56P-25UP CSbP-2SS0 C.-P-25CP Nominal Maximum Power (Pmax) 181 W 185 W 189W Optimum Operating Voltage(Vmp) 27.5 V 27.5 V 27.7V Optimum Operating Current(Imp) 6.60 A 6.71 A 6.80A Open Circuit Voltage(Voc) 34.2 V 34.4 V 34.SV Short Circuit Current(Ise) 7.19 A 7.29 A 7.39A CS6P-255P ( I-V CURVES 'Under Nominal Operating Cell Temperature(NOCT),irradiance of 900 W/m',spectrum AM 1.5, ambient temperature 201C.,wind speed 1 m/s. Ip 10 _._ MODULE I MECHANICAL DATA 8 g ?� Specification Data 7 Cell Type Poly-crystalline,6inch a s Cell Arrangement 60(6 x 10) - Dtmensians1638x982x40mm(64,5x38.7x1.571n) =6 1 ms Weight 18.Skg(40.8 lbs) 4 Front Cover 12mm tempered glass 3 Frame Material Anodized aluminium alloy —1000W/m2 --sc Junction80X IP67,3diodes 2', --gODw/mz 2 . —25 600W/m2 t 45ti Cable 4mm'(IEC)/4mm'&12AWG 1000V(UL1000V)/ I —.400 W/tn2 -"s 'C I 12AWG(UL600V),1000mm(650mm is optional) 0• o ) Connectors MC4 or MC4 comparable o 5 10 15 20 25 30 35 40 n 5 10 15 20 25 30 35 40 45 Standard Packaging 24pcs,504kg(quantity and weight per pallet) vouagalvl Wt.g'cvl Module Pieces Per Container 672pcs(40'HQ) TEMPERATURE CHARACTERISTICS Partner iedirn Specification Data Temperature Coefficient(Pmax) -0.43%/°C Temperature Coefficient(Voc) -0.34%rc Temperature Coefficient(Isc) 0.065%/aC Nominal Operating Cell Temperature 4512 IC PERFORMANCE AT LOW IRRADIANCE Industry leading performance at low irradiation,+96.5%module efficiency from an Irradiance of 1000W/m'to 20UW/m'(AM 1.5,25'C) As there Ire different crrli/iration requirements in different markets,ptease contest your sales repreienfatt-fqr the spar fir cern/i<nses nppflrnhle ru yourproducfs.fhe specilirurivn and key/rofvres described in lhra Dvtosheef may deviate sbghltV and ore not guvrvnteed.Duero ongoing inno nan,research and Product enhlMement,Canadian Solar lnc reserves the right to make anyad/usfinenrtathe inJvrmofion described herein ar any lime without notice Ytevse alwoVs obtain the most rrcenr version of Me dvfosheet which shalt be dol y ilrorporated into the binding contract male by(he parties governing a!f Iransacttvns relvted tI Inc purchase antl sale o/[he products described herein City of Northampton Mail - Building/Electric A plication- 176 Federal Street- ... Page 1 of 1 �of 3 ZOIC ► sPap�ore Linda DFF'Cnr$yLapoi e < lapointe@northamptonma.gov> €_ N-1R j A'G.N `R1691'1 WQEC ONS Building/Electrical Permit Application 176 Federal treet - Florence 1 message Rachel Bruso <rachel.bruso@trinitysolarsystems.com> Thu, Mar 3, 2016 at 8:33 AM To: Ilapointe@northamptonma.gov Hello I just spoke with you on the phone concerning an application that you will receive tomorrow for building and electrical permits. The permit application is for 176 Federal Street— Florence, MA, property owned by Anna Alter. It's a solar project. This project was submitted for under Trinity Solar's CSL however, we are subcontracting this job out. I have attached here the correct CSL and all of his information. The electrical subcontractor will submit his information to you separately. Thank you Rachel Rachel Bruso I Trinity Solar I Permit Specialist 4 Open Square Way- Suite 410, Holyoke, MA 01040 1 P: 413-203-9088 ext. 1511 E: rachel.bruso(a)trinity-solar.com Web: http://www.Trinity-Solar.com 3 attachments COI.pdf 60K CSL and HIC.pdf 536K WC Affidavit.pdf 472K https://mail.google.com/mail/u/0/?ui=2&ik=542a2ddO3 a&view=pt&search=inbox&th=1533... 3/3/2016