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17D-085 4 GARFIELD AVE BP-2019-0258 GIs 9: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17D-085 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category' SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-0258 Proiect# JS-2019-000412 Est Cost $38000.00 Fee $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor. License: Use Group: TRINITY SOLAR 104144 Lot Size(so.R.): 4965.84 Owner. ROSA IRIS zones Applicant: TRINITY SOLAR AT: 4 GARFIELD AVE Applicant Address: Phone: Insurance: 32 GROVE ST (508) 577-33910 WC PLYMPTONMA02367 ISSUED ON.813012018 0.00:00 TO PERFORM THE FOLLOWING WORK INSTALL ROOF MOUNTED SOLAR; 33 PANELS 9.735 KW, WILL NOT EXCEED ROOF PANELS BUT WILL ASS 6" TO ROOF HEIGHT 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 8/30/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File W BP-2019-0258 APPLICANT/CONTACT PERSON TRINITY SOLAR ADDRESS/PHONE 32 GROVE ST PLYMPTON (508)577-33910 PROPERTY LOCATION 4 GARFIELD AVE MAP 17D PARCEL 085 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OIU �� Fee Paid ` - Building Permit Filled out Fee Paid Tvaeof Coaastraction INSTALL ROOF MOUNTED SOLAR 33 PANELS 9.735 KW WILL NOT EXCEED ROOF PANELS BUT WILL ASS 6" TO ROOF HEIGHT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 104144 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFQRMATION PRESENTED: I/ 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: Cab 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 Demolition Delay Fnz L4� /ul Signamre ofBuilding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with an 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 City of Northampton Status of Permit Building Department Curb CWDriveway Permit 212 Main Street Sewer/Septic Avageblity Room 100 WaterMell Availability Northampton, MA 01060 Twro Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 PIOVSite Plans- Other laroOther Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR OR TTWO FAMILY DWELLING SECTION 1 -SITE INFORMATION Z)'P- ("1 - qrj Fs 1.1 Property Address: This section to bec�ompleted by office V Cvi�,}-As ke—I t7 Map I� Lot ._Unit DYp.[rtce �n ��C�F- Zone Overlay District Elm SC DisMet CS District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: 1002NIris Rs5a q60-Ad AP,, 1 1jj eau°z PA 0100— Name(Print) ame(Print) Cunent Mailing Address: Please see attached Telephone Signature 2.2 Authorize t: Neil G Greer 4 Open Square Way-Suite 410,Holyoke,MA 01040 Name(Print) Cunent Mailing Address: X 413-203-9088 Signatu Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by pernnit applicant 1. Building 11 00 60 (a)Building Permit Fee 2, Electrical DOD, OU (b) Estimated Total Cost of Construction from 6 3, Plumbing Building Permit Fee r7 S + 4. Mechanical(HVAC) l O 5, Fire Protection 6. Total=(1 +2+3+4+5) Check Number S This Section For Official Use Only Date Building Permit Number'. Issued: Signature: Building Commissionedinspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied We To Incomplete Information Existing Proposed Required by Zoning This column In be filled in by Building Depamnenl Lot Size Frontage Setbacks Front Side L R: L: R- - Rear Building Height Bldg.Square Footage % Open Space Footage (L ,urea minus bldg&pavM arkni #of Parking Spaces Fill: volume&I�ceuon A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW ® YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW ® YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® 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 10 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 IF YES, describe size, type and location: E. WII the construction activity disturb(clearing,grading,excavation,or filing)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O 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 Alleratlon]s) L] Roofing Q Or Doors � Accessory Bldg ❑ Demolition ❑ New Signs [D] Deeks [0 Siding[0] Ot er[ Brief De=no o ose ,t 1 1 ,�/� Y Work: nNp11 q. ¢J Qt rncf. lrl[)un� �5 N.rE rzdldl ti,ii.[rttl. Alteration of existing bedroom_Ves_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement _Yes No Plans Attached Roll -Sheet sa. If New house and or addition to existing housing, complete the following: a. Use of building:One Farl 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? In Type of construction Is construction within 100 itof wetlands?_Yes _No. Is construction within 1D 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_ CitySewer_ Private well_ 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 Ovmer Date I, Trinity Solar as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Signed under the pains antl allies of p u Neil G Greene Print Name X Signature of Owner/A t Date 4 a1 t$ SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ m of Lic H Neil G e en CS 104144 License Number 43 FirgladeA ,Springfi d,MA 0 108 3/17/2020 Address Expiration Dale X 3-203-9088 Signature Telephone 9.Reaiatim d Home ImprowmaM Contractor: Not Applicable ❑ Trinity Heating&Ajr%Kc.DBA Trimil Solar170355 Company Name Registration Number 20 Patterson Bt Road `U 10,W st Wareham,MA 02576 10/11/2019 Address A Expiration Date X Telephone 413-203-9088 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(8)) 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....... ❑ 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 farts structures.A person whoo f t than e home in a two-year d shall not be considered a h msawner. 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 cermit. 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 ofBmployers m Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,You my he 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 SOLARY HOMEOWNERS AUTHORIZATION FORM Iris Rosa (print name) am the owner of the property located at address: 4 Garfield Ave (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: Print Name: Iris Rosa Cormldnwealtti or Massakhuseds IV Division of F.Otesslnnal L4ensure Board of Building Regulations and Slandinds Construdtton Supervisor CS-104144 Eapires'.00/17/2020 NEL OGBE �! 47FROLADEAVEID SPRINGFIELDNA MA 01101 ' Commissioner CL - W ae.ldnb. 4urugl.n lupe W w We ran aaaaeits.ul poi outs,a1 f.asun. eeen ar.ro yoaw.a sums erm al we weeswe et. sure Yaxg eaee n eeaw b.ewaarlm w 1Ne e..nw. eae pit,m4mor ioaI�'uoa"an,e Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home ImprovementContractorRegistration Type: Supplement Caro TRINITY HEATING&AIR,INC. Regxpration: 170355 D/B/A TRINITY SOLAR E1�iration: 10!11/2019 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM,MA 02576 Update Address and Return Card. SEA 1 6 NMi 17 OMce or Consumer AMalra a auslneaa Regulation HOME IMPROVEMENT CONTRACTOR Reglstratbn v!70 NY TYPE:SuVoiarr at Card before Na azpreturn to: RealatrMlon Expiration OMca o/Conanabe Regulation 170355 10/11/2019 10 Pera Rase-TRINITY HEATING&AIR,INC. Botlon,MA D/B/A TRINITY SOLAR NEIL GREENE 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAm.MA 02676 NOt valid without rsecSignature Underetary The Commonwealth efMassaehusetts Department of Industrial Aecidenls 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.nassgov/dia Workers'Compensation Insurance Affidavit: BuiWen/ContmoonfF4edricians/Plumben. TO BE FILED WITH THE PERMITTING AUTHORITY. Aoolicant Information Please Print Legibly Name(Busi mss/O,ganiaaliaJlndMd.l):Trinity Heating&Air,Inc.dba Trinity Solar Address:2211 Allenwood Road City/State/Zip:Wall,New Jersey 07719 Phone#:732-780-3779 Arc You a eapbye .Check Oe.ppropriete box: Type of project(required): I. !❑Iamaemployewah 1,63D employees(fullaMrOr gars-time).• 7. ❑New construction Z❑lonasol.IxOprieurapanrcMipaM have rw cmploym wmkin6 far orcin g, ❑Remodeling cry ea;.ry.(No wakes' P U. m,.'mo.l 3.❑I no a lwrrcowoer doing all work myself[No oak xs'omrp.ins ra ce requird I 9. []Demolition 4.❑ em a home0waor eM will be hiring c0nnecmrs m conduce oil wok on my progeny. I will 10❑Building addition emurc dW ell eonlecusseithtt Mve workers'cpmpemnion itnurence w care sole I I.©Electrical repairs or additions pmpmm�wily m employees. 12.❑Plumbing repairs or additions 5 Q I sm a geneal conuecw sed 1 Mve hired Ne subconutmon head 0n:he mucled xheet. 13.ERo0f regain The.xubmnhaclara Mv..mployasaM Mve wmken'canp imumnat e❑We ere.on,amtion ext iu.mean Mveexemoxxi their nghtofexempl.per MGLx 14.❑Other 153,11(4),and we Mve m employee.V40 waktts'romp.imurece requimd i •Airy applicant dm checks box 01 Man also fill oN the section below showing theil k.'mmpe=-.policy nsonsell. t H..m who submit Nis amAevit indicting dory are doing all wok and inn him omside conoaon mint submit a mw aaiMvit imliating ache tcomranon Net cMk thu box must etuched m woivel aha!slowingee name ofNe sub-cemxlon eM gate W,o u or ort dmeentities have anployses. Ifthe fubcaxuscbrs have e:npk yec,anq mum rxovide their woken'cane 01 masher I am an employer that&providing workers'compensation imuroncefor NO,employees. Bet"is the pof cy andlob site Information. Insurance Company Name:Arthur J.Gallagher&Co. Policy h or Self-ins.Lia h:EWGCRODOD65617 Expiration Dow: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 secure coverage as required under MGL c. 152,¢25A is a criminal violation punishable by a fine up to 51,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fire 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 verifi 'on. Ido here n the ns dpenala rlury thutthe inforesadonprovided above is true and correct C'on e • / Date. II 3'7.01 1 Phnnr p. 32-780-3779 OJJ4dal use only. Do not write in this area,to be conpfeted by city or town oJ17daL City or Town: Permit/License h Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Ck ylfown Clerk 4.Electrical Inspector 5.Plumbing Inspector b.Other Contact Person: Phone h: famado CERTIFICATE OF LIABILITY INSURANCE 1 o727/2017o17 DATEMYY) 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: If the certHlcate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to Me terms and conditions of the policy,certain policies may raqulm an endorsement. A statement on this ce cam does not confer rights W the certMcafe holder In lieu of such endomeme s. PRODUCER CONTACT E: Arthur J.Gallagher Risk Management Services, Inc. P"a .856-482-9900 FAITDIC .856-482-1888 4000 Midlan is Drive Suite 208 aIAIL Mount Laurel NJ 08054 IXSVRE SAFFO0.01NG LOVEMGE NNOE INSURER A:HDI-Global InsuranceCom an 41343 INSURED TRINHEA-03 INSURER. Ubedyinsurance,Undervmters Inc 19917 Trinity Heating 8 Air, Inc. INSURENC, 110 Lyman St. WSURERD: Holyoke,MA 01040 INSURER 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 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. IXSq POLICY FFPOUG1 LT TYPE OF IX$UMNLE q POLICY XVMBER I.MlooM YY LIMITS A X COMYERCIALOENERALLIABIUW EGGC0000065S17 111112017 1111/2019 EgCR OCCURRENCE $2000.000 CWMS.MAOEEl OCCUR PREMISES UmE-nw $1W.000 MEDS P(Mry aria 1-1 $ PERSONAL S AOV INJURY $2,000_000 GEHL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE A2 OLD NO POLICY O JEL1 E]LOC PRODUCTS-COMPIOPAGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY EAGC0000065617 JIIIM17 111112019 SUMS $2,p00.000 X ANYAUTO TODILY IWURY(Porpmon) $ OWNEDNL7-1 Y SCHEDULED BODILY INJURY(P acuanI) $ AUTOSATOS IRED UTOS ONLY AUTOS ONLY PoreCCJE MD PGE $ BUMIIMIUAB X OCCUR 100023193422 111112017 111112019 EACH OCCURRENCE $3.000,000 A X EXCESS LIMAEXAGOD00065617 1 12017 1111"DIT9 LIAIMSMADE AGGREGATE $3,000,MO pro I I RETF.M.S Limit x of$3,000.00o $21,000,000 A WORKERS COMPENSATION EWGCCOWNW17 1111RD17 111112019 X PER TERR- AND EMPLOYERS'LIABILITY TAME NY PROPRIETORTgRTNERIFXEW}IVE YIN IA EL EACX ACCIDENT $1,000,COO OFFICENMEMRER EXCLUOEOt (WMalwYla NX) E.L.DISEASE-EAEMPLOYE $1,DOI rym daxRea amar pESCRI"0`NOFOPEFWIONSIvPA EL.DISEASE-POLICY LIMIT I 510W.000 A Automobile EAGCW00065E17 111112017 1II112018 All Omar Unna $110001$1000 Comp)Collusion Ded. T=k-TmcWm and Semi-Trolers $S,DWB5,000 DESCRIPTIONOFOPEMT SILOCATIONS/VEHICLES(ACORDIBI,AEEmmalWmrt &hWule,may Ba RMCNMNmwaspewle(pulrW) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Be CANCELLED BEFORE Trinity Heating and As INC DBA Trinity Solar THE EXPIRATION DATE THEREOF, NOTICE WILL SE DEDVERED IN 2211 Allenwood Rd ACCORDANCE WITH WE POLICY PROVISIONS. Wall NJ 07719 AUTHORI7ED REPRESENTATIVE d>•uL;J�p ®19882015 ACORD CORPORATION. All rights reserved. ACORD 25(2018/07) The ACORD name and logo are registered marks of ACORD INSTALLATION OF NEW GARFIELD AVE* ROOF MOUNTED PV SOLAR SYSTEM 4 GARFIELD AVE UNIT B POLE 7 FLORENCE, MA 01062 V IN rv!5 SITE wn SCFLE SHEET INDEX P� e .. PV-1 COVER SHEET WI SITE INFO&NOTES PV-2 ROOF PLAN W/MODULE LOCATIONS PV-3 ELECTRICAL 3 LINE DIAGRAM � ... AP APPENDIX r� - II a3nssn® ' �. 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I mxwi.em..... . . ss rxxmry s.e.am' sxs x m enw. sxs sxs�uw d. l ar: 1 Ym ..+..ax c • ` roxsreurunoxs The hest choice for SolarMV e"Wed sys ema xFpwanlN ypaYreypyk MNyvweroptlminn +ve rtmperwre .n x rs[ "t pasxsm.m m�afx"1 .sumk,Afltla1w18R161 NEMA 31 • In1e8b1eExrtbuk peb[Ym aM npW xM1ulOaxnMNK30]<arq]O3].paraNtk 690.1]sMK0.l3 IM3]N SNare1Nl�MlPUCRJe]f 8newmWan¢ �SrrpR.IIBNMeyM1[aM nglo FSPlloNbaio,InhorxmpNGMOrxYe1 „.,+rvs.nti..n��...anmw.m..+.—n�...a...i.v..xn.va.e.m..�n.+.v� WlkAn mo]uk-kwlmonl�eknr ne[11mrM1m@N FrMe Wlrckss rirtEwhgelmeMbrlwyestMnV Optlonal-rtvenue8+^1e Dab.AN51 C13] solar- d • : IN solar- d . a SolarEdge Power Optimizer Module Add-On for North America P300/P320 I P3701 P400/P405 -�___ _ SolarEdge Power Optimizer ° Module Add-On For North America P300!P320/P370/P400 P405 • »o , w ,, 125 ".= .31 wi mmi,. ­111 r11b Mme... .w'..°. .. .3 w W povaer aptlmlmtlonoat the mnluleFkiM om rm .w,iww..," vw woo ,33:° me«�o.mm«wvagsal - rann"..ence3a.waw.,m.«mn�..x.««.«�sn«Mera....amn•roxwans .a.........�:.�,:.�:,.::..,....,`...._�.:......,�..... - rioiw.mm,aamro- ..mi.aon.mn.OI,a' - em a.«.w„wenwre.a.nn«m IKi«oMwnrc - .u.~ I,.du o.Inna9ee eMewee.++kW P1GE 51 ® OREAVES enwneu:g GmnKtue nae:ul.v-m cgnnesm. u' POWER DISTRIBUTION cUPPL UICa u-s Braune mnnecmn.n hu,omled fiom mqn AergM 6651 T6 BUG-BITES- qo'c .wml,,,,m alloy ao inure Boal m.:lmom pranged area allaan.ty.nev an a� Uwi nRE br Mn copper aM alumL,am¢MUGm mat an a h%tm on path Insuletlon Piercing Connectors �+. mPneme low amara mai.ramw that otoomhot+game anoeon.nm am /eeLMmYMIwdPom WYpry designed for ux on ttnauit q: ialarp Watinea,ne aped ¢ dgn -eE eallows .Ypnq 1pulMm aYnWYVn un in.pll.r mq.h.,lav-ln ma gl .mg—d.aa.N`m mmumgk fora{9arm¢tyar.mp{ma.amwm.m wrmnum m.lumnum spit Yqn ¢Huta aIIR m prank m ted ground mnduttor. go<cnrpa(4661 usrSG) IPC SERIES ma daeae ill® ..rw...aes ro'1• �1n1 1= Z.a w-10 m � z: a .1r nn imi acaw uurwx ® 0un e0g a 1».ww ••^m.wo..w nw.�.l w.e rases an me a.. ,ew �o.: 13U.1-Rated aeQ �n„ones a GUTTER TAP CONNECTORS ® SP co%a IIIII III�oa lganaanothe—onaoo.1 mom.n.wwe :arta cm we + 11111 �.. 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PROFESSIONALS' kII1 CHOICE k RESIDENTIAL R 1 BEST 1 1 "1 ' aeenFasten cF1-Product cuae obaee v,oau6 v,ew.alli of Ma[era l r Masten GF1-Product ante _'.^ ---- -- MatmalsNxtlM for Asumbly ccgT11rNE '>>oxnaoe [ vft= mx saga 111-rv=rn mstvu�m rs _rra •n• vww n nm.nm Foou. ruru V .. duct — Pok A ,aa Pal m=am m,�enss w,w u _ _ „>m,=o= =..i l 1m 1aw,.u.r—ro r— :a o—Icru,=awo ��. ,an=oarsw. nd Facur"IrPurw..=mw .sn =am —ItM.:aw = , .� . rr.— nn .-ib. �YECTOR E n O I n E E R 3 VSE ProjectNumber:U1982-0817-181 August 14,2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: Iris Rosa Residence:4 Garfield Avenue,Florence,MA 01062 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 is adequate to support the proposed solar panel installation, Design Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)) Risk Category: 11 Design wind speed: 117 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"O.C. Roofing material:asphalt shingles Roofslope:34° 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 is adequate to support the proposed solar panel installation. In the area 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). The glass surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The gravity loads in the area of the solar army are decreased; thus,the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. 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. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020 1 T(801)990-1775/F(801)990-1776/www.vectorse.cam VSE Project Number: U1982-0817-181 V E C T O R Ins Rosa Residence 8/142018 E rl O 1 rl E E R S Limitations Installation of the solar panels most be performed in accordance with manufacturer recommendations. All work performed most 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 army 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 I 0p1 ROGER T. A 08/14/2018 Roger Alworth,P.E. MA License:47740-Expires:06/30/2020 Principal Enclosures RTA/jsl 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com �YECTOR SUBJECT: 1982-0817-181 SUBJECT: WIND PRESSURE E r1 O I n E E R S PROJECT: Iris Rosa Residence Com nerds and Cladding Wind Calculations Label: " if 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] , (Approximate) Comp/Cladding Location: Enclosure Classification: _ ;.#��; Zone 1 GCp: : . Figure 30A-2C (enter largest abs. value) Zone 2 GCp: „ (enter largest abs. value) Zone 3 GCp: (enter largest abs. value) a: 9.5 Table 26.9-1 Zy[ft]: 900 Table 26.9-1 Kn: 0.85 Table 30.3-1 Krt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qn [psf]: 25.3 Equation 30.3-1 GCp;: 0 Table 26.11A (largest abs. value) OUTPUT: I p=qh, GCp — GCp; Equation 30.9-1 Zone 1 Pressure, p[psf]: 25.3 psf(1.0 W, Interior Zones') Zone 2 Pressure, p[psf]: 30.3 psf(1.0 W, End Zones') Zone 3 Pressure, p [psf]: 30.3 psf(1.0 W, Corner Zones`within a) (a= 3 ft) ��/ECTOR JOB NO.: U1982-0817-181 SUBJECT: CONNECTION E n O 1 n E E R 9 PROJECT: Iris Rosa Residence Lag Screw Connection Capacity: Demand: Lag Screw Size[in]: :�= Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. Max. Uplift Embedment' [in]: (0.6 Wind) Tributary idt ft Area Force(lbs) (P ) O (ftp) Grade: Zone Capacity[Ibs/in]: j NDS Table 12.2A 1 15.2 16.5 250 Number of Screws: . . 2 18.2 16.5 300 Prying Coefficient: 1.4 3 18.2 16.5 300 Total Capacity [lbs]: 586 Derri 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). ��/ E CTO R JOB NO.: U1982-0817-181 SUBJECT: GRAVITY LOADS E r1 O I n E E R 9 PROJECT: Iris Rosa Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD D pitch loading Roof Pitch/12 L Asphalt Shingles ," 2.4 1.21 2.0 psf 1/2" Plywood 1.2 1.21 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum CIg. 2.0 psf M, E R Misc 1.5 psf DL 11 psf PV Array DL 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] Massachusetts State Building Code(780 CMR Ch w/Solar Panel SNOW LOAD(S): Existing Array Roof Slope [x:12]: Roof Slope [°]: 34 34 Snow Ground Load, p9[psf]: f -' '-+r ASCE 7-10, Section 7.2 Terrain Category: ASCE 7-10,Table 7-2 Exposure of Roof: `< ASCE 7-10,Table 7-2 Exposure Factor, Ca: 7Fe 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ch: ASCE 7-10,Table 7-3 Risk Category: ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pr[psf]: 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, p,� [psf]: 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? ASCE 7-10, Section z4 Slope Factor Figure: Fi ure 7-2b ASCE 7-10, Secton 7.4 Roof Slope Factor, C,: 0.60 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 21 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 21 U1982 1117-181 ��/ E C T O R JOB NO.: LOAD 0817.1 SUBJECT: LOAD COMPARISON E n O I n E E R 9 PROJECT: Iris Rosa Residence Summary of Loads Existing With PV Array D [psfJ 11 14 Lr[psf] 20 0 S[Psfl1 35 21 Maximum Gravity Loads: Existing With PV Array D+L,[psf] 31 14 ASCE 7-10,Section 2.4.1 D+5 [psq 46 35 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psf : 4635 Ratio Proposed Loadingto Current Loading: 77% OK The gravity loads in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 20151EBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. E C T O R SOLA JOB NO.: U1982-0817-181 SUBJECT: SOLAR LAYOUT E n a I n E E R 3 PROJECT: Iris Rosa Residence O 2 O 0 ��/ ECTOR E fl O I fl E E R 3 VSE Project Number:U1982-0817-181 August l4,2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: Iris Rosa Residence:4 Garfield Avenue,Florence,MA 01062 Solar Array Installation To Whom It May Conamr: 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 is adequate to support the proposed solar panel installation. Desien Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)) Risk Category: II Design wind speed: 117 mph (}sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf "aline Roof Structure Roof structure:20 manufactured masses @ 24"O.C. Roofing material:asphalt shingles Roof slope:34° 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 is adequate to support the proposed solar panel installation. In the area 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). The glaas surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The gravity loads in the area of the solar array are decreased; thus,the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9[h Edition are met and the structure is permitted to remain unaltered. The solar may 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 army to the existing roof against wind (uplift), the governing load case. 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U1982-0817-181 V E C T O R his Rosa Residence 8,14/2018 E n O 1 fT E E R 9 Limitations Installation of the solar panels most 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 army ends, so as not to overload any existing stmctmal 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 RT A 08/14/2018 Roger Alworth,P.E. MA License:47740-Expires:06/30/2020 Principal Enclosures RTA/jsl 651 W.Galena Park Blvd.,Ste, 102/Draper, UTS4020/T(801)99D-1775/F(801)990-1776/www.vectorse.com JOB NO.: U 1982-0817-181 Y F=CTOR SUBJECT: WIND PRESSURE n e i n E E R S PROJECT: Iris Rosa Residence 1components and Cladding Wind Calculations Label: NMNMMMK�`� '; "' Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes Exposure Category: C 7 1 , Risk Category: 11 7 ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h [ft]: (Approximate) Comp/Cladding Location: Enclosure Classification: Zone 1 GCP: Figure 30.4-2C (enter largest abs. value) Zone 2 GCP: (enter largest abs. value) Zone 3 GCP: (enter largest abs. value) a: 9.5 Table 26.9-1 Za [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 K,: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh[psf]: 25.3 Equation 30.3-1 GCpi: 0 Table 26.11-1 (largest abs. value) OUTPUT: I p=qh[(GC,) Equation 30.9-1 Zone 1 Pressure, p[psf]: 25.3 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 30.3 psf(11.0 W, End Zones*) Zone 3 Pressure, p [psf]: 30.3 psf(1.0 W, Corner Zones*within a) (a= 3 ft) �YECTOR UBNO.: CONNE CONNECTION SUBJECT: CONNECTION E n O 1 n E E R 9 PROJECT: Iris Rosa Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Tri b. Max. Uplift (0.6 Wind) Tributary Area Force (lbs) Embedment' [in]: (pso Width (ft) (ftp) Grade: Zone Capacity[Itis/in]: NDS Table 12.2A 1 15.216.5 250 Number of Screws: . ? 2 18.2 16.5 300 Prying Coefficient: 1.4 3 18.2 E;:;a. 16.5 300 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). ��/ E C T O R JOB NO.: GRAVITY LOA 1 SUBJECT: GRAVITY LOADS E n o I n E E R 9 PROJECT: Iris Rosa Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 Asphalt Shingles 2.4 1.21 2.0 psf 1/2" Plywood 1.2 1.21 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E 8 Misc 1.5 psf DL 11 psf PV Army DL 4 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] ASCE 7-10, Table 4-1 Roof Live Load With PV Array[psq 20 Massachusetts State Building Code(780 CMR Ch w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: r 34 34 Snow Ground Load, pa [psf]: ASCE 7-10, Section 7.2 Terrain Category: ASCE 7-10,Table 7-2 Exposure of Roof: ASCE 7-10,Table 7-2 Exposure Factor, C,: X0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Cr: "`' ASCE 7-10,Table 7-3 Risk ry Cate9 o '" v.k.; "'�ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2 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? _ r =i6 -' i` 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: 1.00 0.60 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, p, [psf]: 35 21 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 21 U1982 17-181 �YECTOR JOB NO,: LOAD 023MPAR SUBJECT: LOAD COMPARISON E n a I n E E R 9 PROJECT: Iris Rosa Residence Summary of Loads Existing With PV Array D[psq 11 14 Lr[psf) 20 0 S[psQ 35 21 Maximum Gravity Loads: Existing With PV Array D+ Lr IPSfIj 31 1 14 ASCE 7-10,Section 2.4.1 D+S[Psf1j 46 135 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psq: 46 35 Ratio Proposed Loadingto Current Loading: 77% OK The gravity loads in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. ��/ E C T O R JOB NO.: U1982-0817-181 SUBJECT: SOLAR LAYOUT E n O I n E E R 9 PROJECT: Iris Rosa Residence O 2 O 0 A