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24D-018 (3) 217 PROSPECT ST BP-2018-1356 GIS#: COMMONWEALTH OF MASSACHUSETTS M=Block:2413-018 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 ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2018-1356 Project JS-2018-002413 Est Cost, $13000.00 Fee $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor. License: Use Group: TRINITY SOLAR 104144 Lot Size(sa.ft.): 3179.88 Owner: GERRY WILLIAM Zoning: URB(100)/ Applicant: TRINITY SOLAR AT.- 217 PROSPECT ST Applicant Address: Phone: Insurance: 32 GROVE ST (508) 577-3391 () WC PLYMPTONMA02367 ISSUED ON.611 91201 8 0:00.00 TO PERFORM THE FOLLOWING WORK ROOF MOUNTED SOLAR, 12 PANELS 3.54 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 Shmature: FeeTvoe: Date Paid: Amount: Building 6/19/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner SO lar- Department use only City of Northampton Stews of Permit: Building Department Curb CuUDh~ay Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well AveJabiliry Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Pot Site Plans Other Spedty APPLICATION TO CONSTRUCT ALT REPAIR,RENOVA 'E OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATI N I Io ✓✓ This s 1.1 Property Address: election to be completed by oRirs eioz 6 � Nnr 217 Prospect Sc lap Z N Lot d(y or Northampton,MA 01060 Q 3 n 13 03 u one Overlay District `/ a Elm SL District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: William Gerry 217 Prospect St,Northampton,MA 01060 Name(Print, Current Mailing Address'. 415-885-9249 Please see attached Telephone Signature 2.2 Authorlzed s Q Neil G Greene 4 Open Square Way-Suite 410,Holyoke MA 01040 Name(Print) Current Mailing Address'. X 413-203-9088 Signature Telephone SEC N -_ESTIMATED N TRUCTI N Item Estimated Cost(Dollars)to he Official Use Only completed bpermit a licant 1. Building 4,000 (a)Building Permit Fee 2. Electrical 9,000 (b)Estimated Total Cost of Constriction from 6 3, Plumbing Building Permit Fee I 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 13,000 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signatu Building cjtmissionarllnsipecor of Buildings Date Zna . ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning 'Ibis column m be fillod N by Building DcpatneM Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage (Lot area minus bids&paves viin N ofPaTking Spaces Fill: volwve&location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DONT KNOW O YES O IF YES, date issued:. '.. IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page: and/or Document#'I B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New Kau" ❑ Addition ❑ Replacement WindowsAKeration(s) ❑ Roofing ❑ Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks ]O Siding[[3] Other i[a] Solar Brief Description of Proposed Work: N-11 11,11.Hier w— 1,pane,. Alteration of existing bedroom_Yes_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement _Yes No Plans Attached Roll -Sheet ea. If New house and or addRbn to existina housing, romolete 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? J. 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 ftof 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_ Privatewell_ City water Supply_ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Please see attached 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 Omer Date I, Trinity Solar as OwnerlAulhorized 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 undert pains and pens es of rjury. Neil G Gr ne _ Priv(Name x 5/29/18 Signature of Dale SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Nam,of License holder: Neil G Greene CS 104144 License Number 43 Mrglade 4e,Springfiel4 AA 01 8 3/17/2020 Address Expiration Date X 413-203- 088 signatuV Telephone 9.Reobtered Roma Imorchatur t Cordractnr: Not Applicable ❑ Trinity Heating&Airline.DBA Trinity Solar 170355 Company Name Registration Number 20 Patterson Br Road-Unit ,West areham,MA02576 10/11/2019 Atldress Expiration Date X Telephone 413-203-9088 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C.152,§25C(5)) 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....... 19 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 fomr 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 maybe 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 Stale of Massachusetts General Laws Annotated. Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 19 Grandview St The debris will be transported by: Alternative Recycling The debris will be received by: Alternative Recycling Building permit number: Name of Permit Applicant Trinity sol -Neil Greene C Date 6/14/2018 Signature of Permit Applicant HOMEOWNERS AUTHORIZATION FORM GERRY, WILLIAM P (print name) am the owner of the property located at address: 217 Prospect Street (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: Date:5/29/18 Print Name: GERRY, WILLIAM P IV 6n�nw Prof of conal Lo,en e115 Division of Professional and Standards Board of Euobinq Regulations and Slantlarbs Consttydlon$opehnsor CS-10014x Expires:03/172020 NELOGREENE D OS FRGLADE AVE SPRINGFIELDMA p 01108 Commissioner C oiaM a.. M[[IM)[,000euGc her Pel cW[mbbq MCMeW nef"Weo Oebgh'...WKnNds, low M1UWa 6rbe Pnblp Caeelttwee brlawGllen Mitlbennae. Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02106 Home Improvement Contractor Registration Type: Supplement Card TRINITY HEATING&AIR,INC. Re 170355 pratlon: E)�iration: 10/11(2019 D/B/A TRINITYSOLAR TR N BROOK ROAD UNIT 10 WEST WAREHAM,MA 02576 Update Ademan and RMum Card. SLP 1 8 MM-.17 O a or Conwmer AReire&Buti..Regalaaoa HOME IMPROVEMENT CONTRACTOR Ra9latratbn valid for indiWdu17 eon!y TYPE:Supolemaa Cad Oelora the alk n data. Nreturn to: gig Expiration OHlee of Conw ARalnaine-Regulatin t IICf55 10/11/2019 10 Park Plana- Ite 5170 % TRINITY HEATING&AIR,INC. Boston,MA 16 D/B/A TRINITY SOLAR NEILGREENE M PATTEPSON BROOK ROAD UNIT 10 , _,z_�x WEST WAREHAM.MA 02576 Not valid without Signature Undersecretary The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/then Wiw.rkers'Compensation Insurance Affidavit:Builders/Contmctota/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Anpliont Information Please Print Legibly Name(Business/Organiration/Individmi):Trinity Heating&Air, Inc.dba Trinity Solar Address:2211 Allenwood Road City/State/Zip:Well,New Jersey 07719 Phone#:732-780-3779 Are you o employer?Ckeck ne aPPropriaa ma: Type of project(required): L O l am a employer with 1,630 empioyea(fM andror van-time) 7. ❑New construction 2.❑i am a mle popiMra pmmMip and have ro emvloyees wvrkine forme in 8. ❑Remodeling any capacity.Ma wak<ri wmp.ireunrce required.1 9. ❑Demolition ❑1 em a homeowrcr doing dl work y.1f(No waken'comp.in.e rc .nvd I 4.❑1 am a homenwmr and will be hirin8aonoacwrx m wMud ell woK on my property. I will 10❑Building addition emmeaatdlronbacmneitherhevewvrkeri mmpemnion imaenceaarc sole 11.OElectrical repairs or additions yopiams w*W employees. 12.❑Plumbing repairs or additions 5Q1amagmenl mmrmr end I lave hired the sUb futon 1wed on deanached ahea. 13.❑Roof repairs 11wx wbconawmn hve emvlgem mid have workers'cane.inaoeeae! 6,C]We..axporaion and its officers have c..uM Heir.&ofexem,t.per MGL c. I d.❑011ier Isl,41(Ih erd we have m employers.OJo wakens'wmp.insurmce requircdl 'MY aPpliram nm checks box pl m n dao fill out as saaon blow sMwinattair wmk<n'compemmiat polity informauon. r Hommwrwn wM wbmit Nu d6davit iMiating they arc doing dl work aM dxn M1im awide wnuenorsmmt wbmit a raw aaidevit iMiutirsg each. kamwmnWtcheck Na box man enmhW medditiwal shatsowing rhe mmeofae cwn and nae whetMarot Noneemitim have empbyem. Iftla wbamnuaclas have empbym.ary man provide their wvkmi comp.polity plicyn number. 1 am an employer that Lt provltBng workers'comptnsanon insurance for cog empk yeas. Below is me policy andjob she information. Insurance Company Name:Arthur J.Gallagher&Co. Policy It or Self-ins.Li,.#:EWGCROOOD65617 Expiration Date:11/1/2018 Job Site Address:4 Open Square Way,Suite 410 City/State/Zip:Holyoke,MA 01040 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to same 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 6m of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verift ion. I do hereby =0 fhe ns dpenald rjury that the infarmadonpronidedabove is Into andcorreet. Dle II- 3'Zol 1 Phone#• x-780-3779 Official use only. Do not write in this area,to be completed by cit•or town of11c1aL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CRyfrown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: A� CERTIFICATE OF LIABILITY INSURANCE1 °ATE'MMDG"" ' 0/27/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and Conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer name to the certificate holder in lieu of a henchnnummentit.l. CONTACT PRODUCER RARE: Arthur J.Gallagher Risk Management Services, Inc. PHONE 856-482-9900 FAXIWO -856-482-1888 4000 Midlantic Dnve Suite 200 offi So SAOEMAIL Mount Laurel NJ 08054 ADDRESS IXBVREM$IIFFOROINGCOVERAGE XAICE INSURER A..HDI-Global Insurance Coml an 41343 INSURED TRINHEA-03 INSURERB,Libedy Insurance Underwriters Inc 119917 Trinity Heating 8 Air, Inc. INSURER C: 110 Lyman St. INSURER D: Holyoke,MA 01040 INS VPE0.E: INSURER F: COVERAGES CERTIFICATE NUMBER,1801370239 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAV BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. )NSR TYPE OF INSURANCE POLICY NUMBER II YEFF LIR POLICY LIMITS A g COMMERMLGENEMLLMBlI EGGCGODOi 1111=17 111112018 H HOCCURRENCE $2,000,AID CLAIMS MADE ❑X OCCUR PREMISES ca NTFO SIMOW MED.P(Myma°—) $ FERSONAL&ADVINIURY $2,000,003 GENT AGGREGAELIMIT AP1-IES PER GENERAL AGGREGATE $2,000,000 POLICY O CCT OLOC PRODUCTS-COMPIOPAGGS20DOODO OTHER: $ A AUTOMOBILE LIABILITY EAGCCOOOM5617 11/1=17 111112018 sa aaaORnl 42 ON 000 % -My MRO BODILYINIURY(NrRi ml $ ONINED MITWtXghi ONLY AUTOSULEO BOOILVIWURV(PBr eCCiawU E AN RE.UT�ONLY FAgUT OMMED Pao,¢Id nl $ B UMBRELLA LIAB % OCCUR 1000231834-02 11)112017 11112016 FncN OCCURRENCE $3,000,000 A % E%GEAR ua0 EXAGCOOOOfi5617 111112017 111 8016 CWMSMADE AGGREGATE $311)(001000 OED RETENTION Llmll X of 83,000000 $21,00O000 A WORXERS COMPENSATION EWGCCDOOO656P 111112017 1111Y1018 % PER OTN- ANDEMPLWERSLMBILRY STATUTE ER PROPRIETOWPARTNEREXECVTIVE VO HIa EL FACH ACLgEM $1,0110,000 OFFICERIMEMBER EXCLUDED9 itumn yin Np a I.DISEASE-FA EMPLOYE $1,000.000 It apTIONOFx OEBCRIPTgN OF OPERATgNS EHw E DISEASEPOLICYLIMIT $1,000,WO A AUIOmobIN EAGC0000o65517 11110017 1111IM18 All Other UMe 81,000B1,c00 Compl Collusion Ded Truck-T.CUAS end Semi-Trailers $5,000$5000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AC°RO I.I.AEEltlmsl Rwruda HUHU a,—1 N,Ani If maE Nau hreD.I.d) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heading and Air,INC DBA Trinity Solar THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 2211 AIIemso d Rd ACCORDANCE WITH THE POLICY PROVISIONS. Wall NJ 07719 AUTHORMED REPRESENTATIVE dzDd ®1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD it a8 5y3 � 3 ag¢ 6k' 33F gq 11 111* P Oil � a%gegza4a��aeage ^�§ya`"E a ail g y ~ a a y ry 2 Id ¢va egig,iagP. V} o � wNe � m Qa yp �$ i3f � A Q R rn � �� 1 � � �� e �� r0 � �� ' , � � � �� , , INSTALLATION OF NEW PROSPECT SI REET' ROOF MOUNTED PV SOLAR SYSTEM 217 PROSPECT ST NORTHAMPTON, MA 01060 QLNgM Lj --SITE Aa.+r,xM. xon>*aun aE 3P6169. ]6393]3 BHEETINDEX PV-1 COVER SHEET AS SITE INFO&NOTES ' PV-2 ROOF PLAN W/MODULE LOCATIONS 9worosmwwwx3.:rEm P -3 ELECTRICALS LINE DIAGRAM APV APPENDIX lfw AoL^R" =i m � A -- ■ k .�SOL . -------------- 21, °,,,m.., ,ow[pammo,o1.1 `° s.a ^w.� .a.a,ff,°..°ss..,a., m. ,...—,w— 1 E INSTALLATION OF NEW PROSPECT STREET' ROOF MOUNTED PV SOLAR SYSTEM N" 217 PROSPECT ST NORTHAMPTON, MA 01060 VICINITY MAP SITE SCKE NT$ SHEET INDEX � PV-1 ROOF PLAN ET W/SITEMODULE LC NOTES PV-2 ROOF PLAN W/MODULE LOCATIONS PV-3 ELECTRICAL 3 LINE DIAGRAM AP APPENDIX SOLARYO IL r Fl+a.r m Mu .. L � ..,.. SOLAR —a. IRE d.,E x m . -- _ B mmm mm mm.w ; v `^ ® A�a CERTIFICATE OF LIABILITY INSURANCE DATE(MM'LDM'YYI 10/27)2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sk AUTHORRED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rl Ms to the certificate holder In lieu of such Bndomeme a. PRODUCER ALT Arthur J.Gallagher Risk Management Services,Inc. PxaNe 856.482-9900 FAX 856-482-1888 4000 4000 Midlantic Drive Suite 20 JIAIL Mount Laurel NJ 08054 INSURE S)AFFORDING COVEMGE NNCE _ INSURER A:HDI-Global Insurance Com an 41343 INSURED TRINHEA-03 ASUNUER1.1berty Insurance Underwriters Inc 19917 Trinity Healing 8 Air, Inc. WsuREac ._ 110 Lyman SL INSURER o: Holyoke, MA 01040 _ IXSURFAE: INSU.ERF'. COVERAGES CERTIFICATE NUMBER- 1801370239 -REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS )HSRPOLICY EFF PKICVEID O LIMITS TYPE OF INSURANCE JABOLISUER WVO POLICY HUMBER MNDN'Y' A X COMMERCIALGENEMLLWILItt EGGCCOOM.'65a1] 11)1)201] 11HRU18 EACH OCCURRENCE $2,000,000 LWMSMROE XOCCVR MIXESE ToEe®,mnro S1WOW MED Eap VN we anvan) $ PERSONAL A AW INJURY $2.000.000 _ GEN'L AGGREGATE LIMIT"PLIES PER: GENERALAGGREGPTE $2,000.000 POLIOV O JNTECT La PRODUCTS-COMPMP Aen $2,000,000 OTHER'. $ A AUTOMOBILE LIABILITY EAGCC000065817 1111)2017 11112m9Ea aaleant $2,000.000 X ANYAUTO BODILY INJURY(AX Retina) $ OWNEDSCXEOUL AUTOSONLY AED BpDILV INJURV(Po,auNenO $ VTOS HIRED NCN-0WNEO PR GE $ AUTOS ONLY AUTOS ONLY eramMM - $ e UMBRELLA LMBX OCCUR 1000231834112 1111IN17 11)1/2010 EAGNOLOURREWE $3,000.000 A X EXCESS LMB CUIMSAAADE EXAGC00o065617 1111M17 11)1/2018 AGGREGATE $3,000.000 DED RETENDONELimit x of W 000,000 E2l.OKODD A WORKERS COMPEMMTDX EWGCCi0000fi561] 1111120171 M201a X STAT iE ERH AND EMPLOYERS'UJBILItt MR PRONUITORNARTNEWE%ECUTIVE YIN MY EL EACHACCIDEM $1,0001" OFFICENMEMBE0. W D E%L E% manown,In Am EL,DISEASE M EMPLOYEE $1,000 OLD DESCANXI-BUY RIPTION GF OPERATORS Maw EL DISEASE-POLICY LIMIT $1,000,000 A Automobile EAGCC000065617 11/112017 111112018 All Other UND %11000/51,000 Coral CalluMOn Deb. ToI Tractors and Semi-Tralers 55,0001551000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES ACORD 101,AEElamal Remnant Schedule,may Oe MCAD anam apse is rearmed) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating and Air,INC DRA Trinity Solar THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 2211 Allenwood Rd ACCORDANCE WITH THE POLICY PROVISIONS. Wall NJ 0]]19 AUTHORNED REPRESENTATIVE 9)1888-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD SERIES 00 UL 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 down costs and improve installation quality on more than 350 MW of solar installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount system is an efficient,visually appealing,photovoltaic(PV) module installation system.Series 100 UL is Listed - - -to the UL Standard 2703 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 1)Go to the online Series 100 Configuration grounding hardware. The System's components provide Tool(configure.snapnrack.com)and select an adequate bonding path which has eliminated the "Yes"for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices.The UL 2703 2)Identify Site Conditions(Array Tilt, Building Listing ensures that SnapNrack partners can provide Height Roof Type, Wind and Snow Loads) the best in class installations in quality,safety,and 3)Build array in the online Configuration efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components 4)Place order with your distributor Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together, no fail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel,no drilling of rail or reaching for other tools required(One Lug per individual row of modules) • Class A Fire Rating Type 1 and 2 modules OPVLISTED Mounting System Patent Pending 2703 5 Inks Bdl wiLP SLainksa SMl SneDNrM �asan.gpm5MAcSp5^CnrdkMwlpUamiilmuimciD.ps4ap SbrvprcNFLfaB�aTbMxbYmbpOU lWenkP LEdclBEBWnnlgnna.D OOqMdMPnlrnln9q d= cIaneManaluNNm r �� ssBuwidN.a5.dN'e.e.dInw sSBaw.naeBs.ewwOu rnayck .5YwpN..cY S_lanbJr/[`SBtlJnpp_ReWaPniWnl lneq¢l Y 801twd DN0 aPNraN Bonding an,C., snepNnN l BandnG Nu Smplilaack HkI clamdip Stena.nd"ii$pfG a Allir;t 06 GWGper WireIl Gamnll LupMTWyPFO VFf NOW OFW11Ek BDndad l mvenalp(UEC)waaeuEc wllwmSY,m.ss S1 IEmilwit'ik:Wasn.•k Fpnaklf uMwra.l FM clamp Snadar4.1-7 .-d.. (I')�I Sia." aaDp semdY SnmNred SenalM $n s1aeS.al,, LSnFooL BubMr StMFWn ,m,tBMirdans WMe5ra[Bd slBtrvdt Fpmns SmPNcM .2 D..I.e aaSCmNpnlniNadHSFu uUBl MSFenMpkakeNndlnn gNink Puq il s SpNrah RII PurpDL. NBI Finis' L Foal Skndatl SnmNrack 5 pNrMN ease(LXOU SpNraCk Fmi namal BODr M Baw Slgwn) Ip FnisM1 Flags Bas,Pssemd/ na L FpO[Biae SINpN.Kk aplq«q faNpNr.li aeMlnp fa.pNr.ck MN.I pal Isama Rh faaltll M lN .,mkly L foot a...wNk n..ltlno Nfpaflnl L Foot SnapNrack Series 11 UL Technical Data Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel and Aluminum Flashing Material Finish •Clear and black anodized aluminum •Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs.&Certifications • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification • Class A Fire Rating Type 1 and Type 2 Modules • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug(One Lug per individual row of modules) Warranty • 10 Year material and worksmanship(download full details at snapnrackcom) Snap rack- (877) 732-2860 ack- (877) 732-2860 www.SnapNrack.com 0 p .......d«P..„Pn.m,msec 11 n 2oIs er snapN,.cx 11.—Ilny S1,1— A ngna,eaP.red. -51W IAO SMTS MIST 94M 2S NII0 MOOT SrMXWAL M0I89WMAF"M SIB I:FUIQ L FOOT SNAMMAO( Im 16'IMImWIAE7O MIOV OF RA510NG OOMIOSRNM L FOOT -SAVaL SA 10-16 Fr_= NOTI(i11BI NUT AW�ORENrK M YISS MANN NUT -MAS CAN MOLMTTO EMRRNM LFOWBAWANDUIWA SIMI 'Ix r(OR 1.251 OF OF L FOOr(EVS DOWNSLOPE) WSHURM ADM MW OINN6NUf 3aTvusHtR s v?� WHAT WASH t SNNNRI= ' P�#RI B/6aE/r SrANDAW FAA `�� / 3STANDWM , ROOF STB 1:DOLT L FOOT /" RESETOROOF V/ITII PXILT SNWMPO(L FOOT DASE /�� RooFOEO@IOT'P. /' RODFDEaailG7YP. FiA41®L Foot HMMTM POW FOR USE N4PaS1rM ROOF SURFAM 'KM WWTO V401RK lIRT RADS CAN DE L MWLIP TO r USM / IIPTO TM LEdLVG SPACM AS SNORII0 Som LOD RAA Levanlc COMPLETED NSTALLATIM RIFIaITP. w,nsmFwn+c'snc*con.. iaaiaCt ornwn ECMe: . DIS._ .wnNRmc aEeuvnoN n!v DIOOPENOM PENOETNLOI�FL�LFOWM F 12010 - IX SNAPNRACK -2X SNAPNRACK LEVELING flEvrsro". USE CARE DURING LEVELING SPACER ' ❑SPACER = INSTALLATION TO ENSURE THAT THE SET SCREW 15 - IX 755"-18 X 1"LONG -2X 155"-18 X 1"LONG =_ ROUGHLY CENTERED BETWEEN '❑SET SCREW '❑ SET SCREW THE TWO PIKES BEING JOINED STANDARD SERIES ATTACHUR A VERTICAL ENTS ON ALL MOUL ADNSTABILIT'ON ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING 10.5 SPACERS 9.5 0.5 THE FIRST INCH OF 1.5 ACCOMP ISHE IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L FOOT AND SCALE 5:8 COMPONENTS DOFF CLAMP RAIL HEIGHT=7.5" RAIL HEIGHT=8.5" RAIL HEIGHT=9.5" RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE RODE SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD T'STANDOFF ]"STANDOFF T'STANDOFF T STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER W TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30We OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. FOR A SECOND ADDITIONAL INCH ADJUSTMENT,HEIGHT LEVELIGSPADD ANOTHER LEVELING SPACER USE OF 0.4 TWO EXCEED 1 :PACERS NOT TO ATTACHMENT T POINTS OF 4.4 5.a ATTACHMENT POINTS ON 3.4 L-FEET OR 10"STANDOFFS. 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 FOOT UNDER FOOT n��n I.WHS RFAMa NERDY COflP.V DESIGNER. GAMPReIs'e SCNE DNS PPAINUMBER- DFSLRfiION. REV Illy\VII IIIN? DaetiEa DRyvi 5100DL16 SERIES 100 RAIL LEVELING F Dad L1nAPTvw - nvvaovEOOr. wre. 120113 SNAPNRACK SERIES 100 ON FLASHED L-FEET aETRswN FLASHED L-FEET ARE OMMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD - COMPOSITION SHINGLE ROOF SURFACES -— MR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED it SNAPNRACK MODULE ATTACHMENT HARDWME SNAPNRACK STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL TYP. SNAPNPACK FLASHED L-FOOT (�� /,Ya� �I MNNSTREPM EIEROY CORP. DESIGNER. GWY14�s $C/lE. PAM HVMSE0. GESCRIPTIOX REV aKT \\CC\\ll IIYYII�SUUUUII `?SIIIfllQ- oER Darn DNS STBD DDT SERIES IDD OVERVIEW,ON FLASHED p APP 0O 0 By D l 120113 L-FEET r solar sea Single Phase Inverters for Noah America solar - s s a SEMMUS!SE11.1.IS I SlIHM IS,SI.rrl USISPOrH US SolarEdge Single Phase Inverters for North America SE3000H-US/SE3800H-US/SE5000H-US/SE6000H US/ SE7600H-US ao .a. _. .p. m .a.ry EFE- r,.=,[ __— ,.na«boli.le:w.m Opemlaed insGllWon with H6Wave teshrlolo{y .. J..a Awa.. Spa[RmlhtleYg^aJMvmkwM W.['[uWmlxn •I Prt rnp fiGlRXCAN]).R[eNtleJ 11aM613 VU741.¢ M..wP.. 3l VMv^mplln¢ �EMwnNyvnallaM exyw nsYAOWLmrswlnMms a�NI MIN XTI IM wrytlenroMl[opa[lmn 1?'L.h GaNI W le¢ImanlbXng W(we . Opn'p - ernaee+n PN9 oi]a n.aa051�%acunry T�lt t,;,„`.SX . e r.e[ ..... -+ .a. .nti.-. ouu.ni. wwwsola reg•rs � solar - • • = • SolarEdge Power Optimizer Module Add-On P300 / P350 / P404 / P405 / P500 • ■ • y PV power optimization at the module-level Up to 25%more energy Superior efficiency(99.5%) — Mitigates all types of modules mismatch-loss,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 n inert. . inKPl., 'UI• 11,11,1 11i'M 111111111]191P nir NI inl 11 4Nnc n. SNN vw' sp!aredgecom SolarEdge Power Optimizer Module add-on solar ' • • 1300 / P350 / P404 / P405 P500 ,300 P350 P500 P404 P405 V.,60'.11 (for Mgh,ower if.,96 .0 (for 60cell (for Thin film modules( 60-cell and for modules) aad 72,¢11, T.d.lc5( >ball madule5l Short strings) INPUT Ratedlnpto JC newm 3Do 35D IN: aas 10, w an-lutr Mawmom lope," gr a8 60 80 80 IL 1, Ivo RR 11—ST trrorrratL11Fl 11,,P3 Opo,rno,Rarer 8 4A B 60 8 80 12.5 80 L25 105 Vot pAaxrnmm(.In ou ouw CurentOxl IF 11 101 Ad, Maximum 111, v 995 Weighted FPoucmy 988 Overvnaage GtleBory I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Naxlmum Oul,or Gurem 15 4dC Manmum OFI,ul Vollage 60 85 Vdc OUTPUT DURING STANDBY POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFFI Safely Cutout VOpane per,cwe,Cpnn„ze, vda STANDARD COMPLIANCE FMC FCC Fort15 Claa R,lFC6ID00 6I.RC61000 6-3 5uReq IEC62109 I(,I,,, Isalet,l.UL1 Id PPHS I s Rnc Sale" VDE-AR-E 2100 7122013 CS INSTALLATION SPECIFICATIONS 11F.—m Allowed Sv51em Vollage 1000 VJ" OimenSroru I.xla Hl ]28x 152 x2)5/ix S93xIp8 128x 152 x 35/ 128r 152 n43/ 128x 152 x50/ nn Sx5.92a 1.32 1x5.92 x 1.69 5x59/x196 WoRrot('"uxlmg[a6'ep 260/1) 830/16 994/21 106d/2.3 R,/10 h"Ro Connetlor MCd 0ulpul Corrector MCi U,.tpw WueLengln 095/30 1 2/39 on ft Uf ranng lemperalu:e Fro, 40 X85/ 40 X189 C, Pmte,Fo,RR,,u IPfiP/NFMA6r Relalwe HomrOM1V rI 100 ! PV SYSTEM DESIGN USING A SINGLE PHASE THREE PHASE SOLAREDGE INVERTER°' Minimum SD:ng lengl^ 13001350,15.0 R I5 IPo,ver Dpemnenl P404.1405 6 13 Maxlmura""o,length l ruwur Opomi"1" 25 50 M—nILIM Power For rtc,, 5250 11250 W Parallel Stor,of OdlCrrnl 1 er61n5 or Onentan—, Yes PAGE 51 GREAVES POWER DISTRIBUTION CU9AL BUG-BITES- Ut SB 90'c Insulation Piercing Connectors us ¢R Elimi,ei need br cand.d.r Inaulelion elllpgnp No O91nC required after InaTalleturn Fol 6opwr to copper,oopper to elummum,o,Nummum to Numnum epp¢c.lbne For uw on imubKd conductor only -ltl IPC SERIES 1^ — — N1ep C —jeuMNgS Tw —.TNT NUMBER R INUM Lrt1!¢ —wFapare 1310 .n.MEl .A2.6 3M 1 16 12 1110- �Iw_rt r- cm 'Tar Imr ..G.. a-u w0 1 Is fa im CSN 1310 •Ird Y16 .A-z ]N.I aw zs n e.a czx r1�.h4D 131. --IN. ']w 1 Yp 1 It 6 .et efN 1]113 Mf¢N Me1. da,1. MR 1 26 6 .1, Cm _ MNI. Ire MI e•A_.O aw.Va We > ae 6 161 CM 131" •boobs W-M aw.. ¢w 1b . .m 6TN 1.10 -IN I¢¢F 640-110 ata-ata m 1 76 1 and E/, CAtn1GN Isle. •mel ata-ata W.so Mot 1la 1 20 gS U.ew--Neem YOaNY.NYb]m VeY(btWNbr6vmNsy _---. INYWed Celia alllyl 1 Nee aeaarbu Do rot xsWl an ben S'eble. DualAated GUTTER TAP CONNECTORS Ul SP Culi NOR ebenpm eelnrebm eby90BI�Te,tAPhlad p eeed 90•C Ley-b d..O1 meb.w4k m.meet wMmuap. Tap W reMl w peIWlxliwder b ntW m GP SERIES wup alSzuop mWeroR Rube -- - ar,r PT.wr¢Ic Mj h.. MRbbl YbbalL__ NMe TY N w t aiT WEpMMI Wrr Olt) We• H••,///// LR CIN a-item M S8 IN. N LO \I OIO ¢rU (mu W-¢ IN am I N IN O 1.O 13116 Wtb I6D-1A $b a a3F ttM 0121 WW zb-W zso.e 1Y.. 1v. z•;. 6 216 ttN For copper-to-tapper. lata Rrbe wo so mo.z 11 11 1% s >.w azu topper-to-elUmInum, 131a WTb r¢e-6oD Wo.z v Ia I, j a zs cm aluminum-Io-Blurrinumn •CYt r Modal... - . — oW.Yrl'Ar elvlmmbtlb.aMmmM Mipb, 600V Dvc SWaan LnaubMp.oven Or...111h GP wnnettors For Indoor Ise only GPC SERIES NNIb "Tm. a wit d wlm luiroe prwlbxa¢., am .U. MYYe[R Cgm[CTCR 00.0. I N W L ar, w¢bbtau IINn OOr WCa o ] 1'etLq '. c CN t , - ..s Orel WC . do. o e CTN v1p RIC r60 pVn RED Out ON: o Low ae Cm UN] ON aw Op590 .,. I c!0 C ulv Retro drrso DwI14111�____ ww13-Phe W.R 11 MelilnGe yerF.Clnlw,CTO8413•N311 Mbr¢I6IN C )fu 116R6eb.N0 TOLL FREE 1 Boo-aa}11)12 lOulawe CTI Dowered bY Q. EA 'LK�G41 285"0295 1 ! SOLAR MODULE The new high-performance module - is the ideal solu- tion for residential buildings thanks to its innovative cell technology The world-record cell design was developed to achieve the best performance under real conditions-even with low radiation intensity and on clear, hot summer days. B.ANTUM TECHNOLOGY:LOW LEVELIZED COST OF ELECTRICITY Higher yield per surface area and ower BOS costs and higher power classes and an eHbiency rate of up to 18.0%. QINNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behaviour. ENDURING NIGH PERFORMANCE Long-term yield security with Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra,Qda. EXTREME WEATHER RATING at,E„LLS high stechhow aluminium alloy frame, ds(4i0GO ��0ra""0^r high snow(5400 Pal and wind bads(d000 Pa). ., 2016 y MAXIMUM COST REDUCTIONS 11�Tl' Up to l0% lower logistics costs due to higher module capacity per box. � nmm�n O A RELIABLE INVESTMENTpr•wa�T.x.d oasis Inclusive 12 year product warranty and 25 year linear performance warranty< APT test condnims.6ellsat 1500V agansr grounded,with conductive neral loll covered ntldule surlxe, _. 25'1. 1681, sea data sheer on rear lar further THE IDEAL SOLUTION FOR: imanarron. -MECHANICAL SPECIFICATION Immal 65.71.x 394m x 126nln[lu4ng lmmel "-- " •"••�_' --"-'T••' 0670mm a 1000....x 32mm) werinl 41 45ms(1884) ...�••�..^'.�' , From on, 0.13m(3.2mm)(namallY pre-stressed Sias with aft.rerrectmn mchmokpy fir.._,_., eaoa Cn.e. cun,".e mm Find... R.,anMiud alummen r.. Leel 6 e 10 monarystallme CANLUM ear,reFs Y mnmm,am 2.60303..r 4.37.3 San x 0.59-0JSm 166-0]mm x I11-90mm x 15-19mm1.Pmtecuon nau with bypass OrCat, " came Inlm'Solarcame.(gz39.31mtIO0 m).(-I.39.3)..(IOOOmmI Oommentm Mar,C,mtact MCA or MCA niermateable.IPri .vw �E~-BIu •� ELECTRICAL CHARACTERISIIICS Vil cuss 245 191, 29S MINIMUM PIRIORMAR[f a111ANT TEST CONpIt10N5 SIC Ihei TOLERANCE .SW r n WI ,A..,n MP, Pan (WE 285 290 295 SATO Canine CurrentIF, IA) 9.56 9.63 970 Open Circuit VANSI, Vw IV] 3891 39.19 3948 4 Curren AN MPP' L.. pI 8.98 9.07 9.17 arni AT MPP' Vin.. IV] 3173 31.96 32.19 E4ir,m, 9 1%1 x111 2174 z1I7 MINIMUM PE WORMARCE AT NORMAL OPERATING EONOIIIONS.NICE PowerN MPP' 1- IW1 210.7 214.4 218.1 Shoo ClEal Cunene' I. (A) ).)1 7 7 782 Open C".A Van... We IV) 36.38 36.65 3692 4 Cunene al MP P' I.1, IAI 704 7.12 )20 Name,AN MPP' Vra. IVI 29.92 30.12 3030 10.Wwm.]SP min-AN I.SG .-`Arrennaerdwrrri XWa51 F..,.MC.aµatnm AN 1.50 rryrul Fri.,rma,vvnnarmner 0 CELR PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRAOMNCC AT AC 98 of nom1,a -nmol: rsleIn n - -- - • IF- Th mu.06%6M+3^tm pit maly 4� - N Mals 926 N d nornal pure up 10 gars. ] Ak 09.6%dr'nnnel porn up To T� .u....... J x. R Mu Ant. mmeeuderanm. : •. -- - ' C mrWnce w,Ir lire wwramY � A • mire aceusnnandn Winn mrpur • ora aunts. IN • d n ua moorm.-Fn .., talolorripen4 S TEMPERATURE CO[IbCRXtl - iemperqureCeeronenlorIF, p 1%/RI .0.04 parr we CoeOineM of V„ A Paul -0.28 TVmor entun COMhied of P.,. V MAGAN -0.39 Nmmal OU.MarC Cell temper ITT NOCT PFI 113:54145x3°CI PROPERTIES FOR SYSTEM DESIGN Nnimum 5"..V.a'.V•,• ryI 1000 RISC)11000 OUL1 SdfnF Clan II Manna.Senn sate Ramp he OCI 20 h-..,.,A C(IEC)7 TYPE I IUL) ...'A A. push(011' ti Tl 75 3600M) Pnmiryad module lemparalme -40-F up to 181 A on mgmuous.1 -40-C up to 185°CI 6 Oesi,,load.pull Ull' tool 55.6(2666 Pal I seammanalmn manual INFORMATIONOLIALIFICATIONS AND CERTIFICATES PACKAGING UL 1103:RDE 0ua.ry anted,"co" Wn4 Number e1 Marrai pit Italian 32 _ IEC 610151.a1NA 6 trap ITS.Illopeatan 11-4 Mumdlr of Pallnspa SJ'Conld.nl. 3D �//�$��y•'��p�pp1�%� Name,IF Pallals Per An OFFIRinn 26 0 OVE CE Cerus 1.111,Olminrom II r W V N I 68.7 in.45.31 to 461 in e 11745 mm r 1150 mm,1170 mm) • Pauel we..To 1435lot(651 AD MCA:Instapahon.mF.Eara must h I1.oanal See me maan1 and operapn4 manual of cpnoo nu Ieonmml.1 oA dewmnenum mnpo imormapon on dpaond mauuauon zna-1 n.m.,Faut ..m a OFlas Amar.0 Mn. 001-111mCerner Ornp Svae 1250.Inure.Ca926111 FSA I t ilx 1949)a459961 INAI1 n1i iusq'T,F-IFEL.-'nontuc 1. VECTOR E fl O 1 fl E E R S VSE Project Number:Ul982-0667-182 June 14, 2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: William Gerry Residence: 217 Prospect Street,Northampton,MA 01060 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure will require retrofits to support the proposed solar panel installation. Desiau Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 1BC)) Risk Category:11 Design wind speed: 117 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existina Roof Structure Roof structure:true 2x6 rafters @ 24"O.C. Roofing material:asphalt shingles Roof slope:43° Connection to Roof Mounting connection:(1)5/16'lag screw w/min.2.5"embedment into fuming at max.72"O.C.along rails Conclusions Based upon our review, we conclude that the existing structure will require retrofits to support the proposed solar panel installation.All rafters which support solar panel weight shall receive a new full-length 2x6 sister.Attachment shall be made with Hal stokers at 6" O.C.,staggered.The weight of the solar may is 3.5 psf or less. In the arca of the solar array, other live loads will not be present or will be greatly reduced(Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)),Section 1607.12.5). 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(8011990 1775/F 1801)9901776/www.vectorse.com VSE Project Number: U1982-0667-182 William m Ge Residence E C T O R 6/14/2018 E rl G 1 n E E R 8 The solar array will be flush-mounted (no more than 6' above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar army is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at may ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions, site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar army. VECTOR STRUCTURAL ENGINEERING,LLC tM ROGER T. 06/14/2018 Roger Alworth,P.E. MA License:47740-Expires:06/30/2018 Principal Enclosures RTA/koc 6S1 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com �YECTOR JOB NO.: WIND PRESSURE SUBJECT: WIND PRESSURE E n O I n E E R S PROJECT: William Gerry Residence Com onents and Claddina Wind Calculations Label: } ` ' Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h [ft] r (Approximate) Comp/Cladding Location Enclosure Classification Zone 1 GCp f a,�, Figure 30.4-2C (enter largest abs. value) Zone 2 GCp (enter largest abs. value) Zone 3 GCp i.�1 (enter largest abs. value) a: 9.5 Table 26.9-1 za [ft]: 900 Table 26.9-1 Kh: 0.98 Table 30.3-1 Kr: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qn [psf]: 29.3 Equation 30.3-1 GC": 0 Table 26.11-1 (largest abs. value) OUTPUT: I p=9n GCy — GCo, Equation 30.9-1 Zone 1 Pressure, p[psf]: 29.3 psf(1.0 W, Interior Zones`) Zone 2 Pressure, p [psf]: 35.1 psf(1.0 W, End Zones") Zone 3 Pressure, p [psf]: 35.1 psf(1.0 W, Corner Zones'within a) (a= 3 ft) U1982 VECTOR JOB NO.: CONNECTION 82 SUBJECT: CONNECTION E n O 1 n E E R 9 PROJECT: William Gerry Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: "IVt6 Pressure Max Max. Trib. Ca. 1 6 NDS Table 2.3.2 3 Max. Uplift Embedment' [in]: ,., - (0.6 Wind) Tributary Area Force(lbs) (psf) Width (ft) (ftp) Grad . Zone Capacity[lbs/in]:e: ( NDS Table 12.2A 1 17.614 16.5 290 Number of Screws. ','= ;�. 2 21.1 L 18.5 348 Prying Coefficient: 1.4 3 21.1 16.5 348 Total Capacity[lbs):j 586 Demand<Capacity: CONNECTIONOKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material a not effective.The length of the tapered tip is not part of the embedment length. 2.'Max,Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). �YECTOR JOB NO.: GRAVI0YLOA2 SUBJECT: GRAVITY LOADS E n O I n E E R 9 PROJECT: William Gerry Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD D pitch loading Roof Pitch/12 Asphalt Shingles 2.7 1.37 2.0 psf 1/2" Plywood 1.4 1.37 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 7 psf PV Array OL 4 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array[psf] a, ' Massachusetts State Building Code(780 CMR Ch w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 0,01 Roof Slope[°]: 43 43 Snow Ground Load, pg [psf]: ' - s' . ASCE 7-10, Section 7.2 Terrain Category: _;,u ASCE 7-10,Table 7-2 Exposure of Roof: ASCE 7-10, Table 7-2 Exposure Factor, C,: 0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Cr: .+ fc� c ASCE 7-10,Table 7-3 Risk Category: :°-ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.52 Flat Roof Snow Load, pr[psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 0.83 0.83 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, p, [psf]: 29 29 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 29 29 Fe F 9 > bem DRADes w] loan W R C TO R MB JOB N0.: V19B3L66]-1B2 l O E E �� WW W WO PROJECT' William Gerry Resaleocr SUBJECT: BEAMS mR wCoo (nae Tymaa: S,m Lova Dead �L Ro( LVL(2o IlDr ( M mn.000 Root PB 'XI 9 CRITERW(4 .('N((.I I..w Solar 3.5 Ao—I 1M1 1W rA.ar490 IjRL9 tJ0 L89 RADz 48 6noLrca.Mo C BOY 800 Ppnt Pan( Ou aw Ab}I ME'I L- DBW (In) (in) Rmt Flwv Well Vve 3dar PaM Q D'ot Loaf L._ � y (SEE (SEE 15DL L V, Tne Tnb Tne LoeO lmE LoeO — 'e' 'Pu' 'Pu F M� Mr VM 9w Drt Drr,a. GOND COND OLB lebN 'L'(p) (B( (H) (8) (P8) (>� From m (X( (IC( (le) �^ GraEe S j C, C C, R.(le) Rr(Ib( (Bib) (XAe( (Ib( (lb) (In) (In( 'C'J 'C) Comb CMck 9 3 ]0 1 Y2 D9 rw 1.15 1.15 100 3]0 3ID 033 119 329 1414 0. 61 J. 0.11] 05W 0]IM 11. 3 ]0 2 PFN3 dB 1.1 1.15 1.30 0]3 iT! 1359 1880 035 POB 0555 1.1W 0.2]0 0]6] 0]2M ��/ E C T O R JOB NO.: U1982-0667-182 SUBJECT: SOLAR LAYOUT E n e 1 n E E R 9 PROJECT: William Gerry Residence IL . �� ■ ® F R3 ® BACK FRONT ® f I EP oc �YECTOR E fl O I n E E R B VSE Project Number:U1992-0667-182 June 14,2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: William Gerry Residence:217 Prospect Street,Northampton,MA 01060 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure will require retrofits to support the proposed solar panel installation. Beaten Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,91h Edition(2015 BC)) Risk Category:H Design wind speed: 117 mph (3-seo gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existing Roof Structure Roof structure:one 2x6 rafters @ 24" O.C. Roofing material:asphalt shingles Roof slope:43° Connection to Roof Mounting connection:(1)5/16'lag screw w/min.2.5"embedment into framing at max.72"O.C.along rails Conclusions Based upon our review, we conclude that the existing structure will require retrofits to support the proposed solar panel installation.All rafters which support solar panel weight shall receive a new full-length 2x6 sister.Attachment shall be made with 16d sinkers at 6" O.C.,staggered.The weight of the solar array is 3.5 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced(Massachusetts State Building Cade(780 CMR Chapter 16,9th Edition(2015 IBC)),Section 1607.12.5). 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U1982-0667-182 E C T O R William Gerry Residence 6/l4/2018 E n O I n E E R S The solar array will be flush-mounted(no more than 6' above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Limitations installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC �M r NOGEPI T. 06/1412018 Roger Alworth,P.E. MA License:47740-Expires:06/30/2018 Principal Enclosures RTA/koc 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com �YECTOR JOB NO.: UINDPRESSU2 SUBJECT: WIND PRESSURE E f1 a I n E E R S PROJECT: William Gerry Residence Com onents and Claddina Wind Calculations Label: Sdsr Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT S CALCULATIONS: Height of Roof, h [ft] 4, ,Ap proximate) Comp/Cladding LocationTra6 ,45" Enclosure Classification Zone 1 GCP , E,, Figure 30.4-2C (enter largest abs. value) i Zone 2 GCP (enter largest abs. value) Zone 3 GCP q ,. .^ (enter largest abs. value) a: 9.5 Table 26.9-1 Z9[ft]: 900 Table 26.9-1 Kh: 0.98 Table 30.3-1 Kn: 1 Equation 26.8-1 Ka: 0.85 Table 26.6-1 Velocity Pressure, ch [psf]: 29.3 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: I p=9n GCo — GCP; Equation 30.9-1 Zone 1 Pressure, p [psf]: 29.3 psf(1.0 W, Interior Zones') Zone 2 Pressure, p [psf]: 35.1 psf(1.0 W, End Zones') Zone 3 Pressure, p[psf]: 35.1 psf(1.0 W, Corner Zones'within a) (a= 3 ft) � JOB NO.: U1982-0667-18 2 YECTOR SUBJECT: CONNECTION r PROJECT: William Gerry Residence Lag Screw Connection Capacity: Demand: Lag Screw Size[in]:TAk Ca: NDS Table 2.3.2 Pressure Max Max. Tdb. Max. Uplik Embedment' [in]: (0.6 Wind) Tributary Area Force (lbs) (psf) Width (ft) (ft ) Grade: Zone Capacity [lbs/in]: ^ - NDS Table 12.2A 1 17.6 16.5 290 Number of Screws: "-' 2 21.1 16.5 348 Prying Coefficient: 1.4 3 21.1 16.5 348 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). Y' E ` TOR JOB NO.: GUl RAM 0067-182 ��■/' SUBJECT: GRAVITY LOADS E n 9 1 n E E R S PROJECT: William Gerry Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD(D) pitch loading Roof Pitch/12 Asphalt Shingles 2.7 1.37 2.0 psf 1/2" Plywood 1.4 1.37 1.0 psf Framing 3.0 psf Insulation 0.0 psf 112"Gypsum Cig. 0.0 psf M, E & Misc 0.0 psf OL 7 psf PV Array DL 4 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psfl F -20. ASCE 7-10,Table 4-1 Roof Live Load With PV Array[psf] Massachusetts State Building Code{780 CMR Ch w/Solar Panel SNOW LOAD(S): Existing Array Roof Slope tx:121: Roof Slope["]: 43 _43 Snow Ground Load, p9[pal]: � d��-t#'� 1 � � � y - „ ASCE 7-70, Section 72 Terrain Category: '. ME �� a;� ASCE 7-10,Table 7.2 Exposure of Roof: ASCE 7-10,Table 7.2 Exposure Factor, C,: 0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Ct; ASCE 7-10,Table 7-3 Risk Category: ? " ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1,52 Fiat Roof Snow Load, pt[psf]: 35 35 ASCE 7-10, Equation 7.3.1 Minimum Roof Snow Load, p, [psf]: 0 0 ASCE 7-10,Section 7.3.4 Unobstructed Slippery Surface? W ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-21a Figure 7-2b ASCE 7.10,Section 7.4 Roof Slope Factor, Cs: 0.83 0.83 JASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psfl: 29 29 ASCE 7-10, Equation 7.4-1 Design Snow Load, S[psf]: 29 29 m F— g VECTOR G�G 6I, (Hail E (g,l (1�1, JOB NO.: U19B2L66]-tB2 C (1 O I Il E E R 9 PROJECT: William GeR Resdel SUBJECT: BEAMS 2. poo DSSION WADS: Loaa Ty ssow live osee LVLpd) Ln R.I., Sw R A 9 CRREM(W On Os p LaLI!.1.1 12 Sohr S.5 A.—I 120 13'J S 2N 00 BW Pdm Pam Ou O�w Adel ABP' lire Gme ° On) (S Rwt Flw Wel live Sdal Pdnl m Ost V•`aE Loaf A (SEE (SEE ISOL Lmglb Tnb TnE Tnb LceC Looe LceE y 'a' 'Pu 'Pp' m MM.d V„e V.Y. On D� LONO CONO GLR lebtl 'L'(e) (ft) (flJ (X) (9Ip (g0) Fwo a (0) (ID) (IL) m Gmee 9tre .� j G Co Q,u R.(Ib) Po(15) (ft W MAW (lb) (Ib) (In) On) 'C) 'C) Comb Clock ].O 1 SPFK1 38 nn 1.16 115 1.00 3]0 SID N2 115] 32g 12<P 0201 OSW 0]T] OBM 0]2M 11S ].0 2 5. 1. 115 115 130 4]3 C]3 1359 1090 435 P00 0.556 11W 02] 0]6] ORM YECTOR JOB NO.: U1982-0667-182 SUBJECT: SOLAR LAYOUT PROJECT: William Gerry Residence LIL ■ ® ® BACK FRONT EP 41 UD INAI DC June 14,2018 To: Inspectional Services From: Lynne Siringo—Trinity Solar Subject: Building and Electrical Permit Applications for Solar Installation Attached please find building permit and electrical permit applications,and all other necessary documents. Enclosed also are two checks for these applications. If you have any questions regarding these applications, please don't hesitate to reach out. Thank you very much! Lynne Siringo Lynne.Siringo@?trinitysolarsystems.com 413-203-9088 Ext. 1522 Trinity Solar 4 Open Square Suite 410 Holyoke, MA 01040