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23D-171 34 RIVERSIDE DR BP-2017-0465 GIS g: COMMONWEALTH OF MASSACHUSETTS Map:Block:23D- 171 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-2017-0465 Project# JS-2017-000772 Est.Cost: $4340.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const Class: Contractor: License: Use Group: DAW MAC SERVICE CORP 95026 Lot Sae(se.ft.): 10280.16 Owner: HILL SHAWN& AMY B PUTNAM Zoning:URB(1001/ Applicant: DAW MAC SERVICE CORP AT: 34 RIVERSIDE DR Applicant Address: Phone: Insurance: 245C SHAKER RD (413) 525-5288 WC EAST LONGMEADOWMA01028 ISSUED ON:10/24/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR ARRAY - 2.8KW 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 74 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: FeeTvpe: Date Paid: Amount: Building 10/24/2016 0:00:00 $75.00 212 Main Street. Phone(413)587-1240.Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner Fite# BP-2017-0465 APPLICANT/CONTACT PERSON DAW MAC SERVICE CORP ADDRESS/PHONE 245C SHAKER RD EAST LONGMEADOW (413)525-5288 PROPERTY LOCATION 34 RIVERSIDE DR. MAP 23D PARCEL 171 001 ZONE URB(100V THIS SECTION FOR OFFICIAL,USE ONLY: PERMIT APPt.ICAATTITIQN CHECKLIST 'ED REQUIRED DATE ZONING FORM FILLED OUT f Fee Paid '"fb Building Permit Fired out Fee Paid Tvoeof Construction: ROOF MOUNTED SOLAR ARRAY-2.8KW New Construeflon Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 95026 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORAt'ATION PRESENTED: - _rApproved _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 �• moiition *clay r'!� /011 47/1/ Signature of Buil. ng wtal Date 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. 07340- /7/ f Department use only diiiiii'in't \ City of Northampton Status of Permit: c.,,ii. ' ' ! n \ \'ulding Department Curb CuVOriveway Permit "C c' \212 Main Street Sewer/Septic Availabeiry Room 100 WaterNleli AvaUabihty - .N7orthampton, MA 01060 Two Sets of Structural Plans phone 413-5$7-1240 Fax 413-5$7-1272 Plot/SIM Plans ;...,: Other Specify PLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 .SITE INFORMATION 1.1 proderty Address: This section to be completed by office 3 q of/cgs/Dr DQ Map Lot Unit rii-o en/cgs/Dr ��cc , 44 PI Zona Overlay District Y Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: c5H4wN L!f t-t- Sint ._.._ Name(Print) Current Mailing Address: ^— Telephone Signature 2.2 Authorized Adeno: 441410 0440/ur} r-C _ 94 DnjlSo& KO rsomnes ,cr Name(Print) Current Mailing Address: 1lttl 976a7 (/It0 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(5) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) ��/ 5.Fire Protection �j ,p S. Total=(1 +2+3+4+5) cI n y0 Check Number 3Qyl_' / /C This Section For Official Use Only Date Building Permit Number:_ Issued, — Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING Alt Information Must Be Completed.Permit Can Be Denied Due To Incomplete information Zo ® Existing RequiredDepa ninnt ng This column to bt fined in by. Building Depanmcm 11.1111111111 FrOntaal= Setbacks Front Side Rear Building Height Bldg Square Footage 11.11a111111111111111.11.111111 (Loen Space Footage (Oot pen S acesbidga&paved add= 111111111111 = A. Has a Special Permit/Variance/Finding�'�{ ever been issued for/on the site? VSl NO O DONT KNOW YES O IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW O YES O IF YES: enter Book Page and/or Document ti B. Does the site contain a brook, body of water or wetlands? NO SZS/ DONT KNOW 0 YES 0 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 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO g IF YES,describe size, type and location: E. WM the construction activity disturb{clearing,gradingi:gavation,or filling}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 S-CONSTRUCTION SERVICES 0.1 Licensed Construction Supervisor: Not Applicable ❑ HMO of license tickler 144(0 efrga/Nari Lfc ?co7. & �v License Number - Ow' oN fie , SO etiCrei c 1_ /Da/7 Address x.. Expi-at Date ilk. Gt .--- N/ 3 3'f& 976 7 Signature Telephone 0.Reinstated Home improvement Contractor: Not Applicable ❑ Dew mot G 9 E)c ✓t cry CoptI/OatriAs tflftt / 78 '7 f Company Name Registration Number -tit( c S#nlL re-6 , e. to&GM Address ��- Expiration Date ,Telephonet5 5-2.C5481 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,525C(6)) Warkers 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(I) 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 7S0. Sixth Edition Section 108.3.5.1. [1efnitlon 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 Ofcia4 that be/she shall be responsible for all such work performed ender 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 _ SECTION S-DESCRIPTION OF PROPOSED WORK(check all apWlcablei New House 0 Addition 0 Replacement Windows Alteration(s) E. Roofing El Or Doors ❑ Accessory Bldg. 0 Demolition 0 New Signs [Cl] Decks [❑ Siding[MN Other[DI _. __ -a Brief Description of Proposed Work: '2•b etio too,' elov A/T O Soy. A%, A k k 4 Alteration of existing bedroom Yes .+C No Adding new bedroom Yes "SC No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet tsa.If New house and or addition to existing housing,complete the following: a. Use of building:One Family k 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 Na. 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. S14z/}Ltb\/ /�/GL.— i......as Owner of the subject property hereby authorize PLSZ./ES to act on my behalf,/in all/ ers re .ti i to work authorized by this building permit ap titan Signature of eOw er Date jp���� I, I'14t4IQ cAteo/iv4t-C ,as OwnertAuthorized 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 and penalties of perjury, "el/11C—Print Name rNlf,ty C,¢QOA) *C C to - 3 -1 fo Signature of Owner/Agent Date The Commonwealth of Massachusetts *_w_ Department of Industrial Accidents =s•r= Office of Investigations it. 5 600 Washington Sweet .e • 11- Ez Boston, MA 02111 • ami' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ContractorsfElectricianslP!umbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Dawmac Service Corp dba Douglas White Electric Address: i245C Shaker Rd City/State/Zip: 'East Longmeadow,MA 01028 Phone #: J413.525-5288 Are you an employer?Check the appropriate box: Type of project(required): I. El I am a employer with 4 4. ® I am a general contractor and I 6. ❑New construction employees(full and/or part-time).` have hired the sub-contractors 2.C I am a sole proprietor or partner- listed on the attached sheet. Y 7• Q Remodeling ship and have no employees These sub-contractors have 8. Q Demolition working for me in any capacity. workers' comp.insurance. 9. Q Building addition [No workers'comp.insurance 5. Q We are a corporation and its required.] officers have exercised their 10.32 Electrical repairs or additions 3.Q I am a homeowner doing all work right of exemption per MGL 1112 Plumbing repairs or additions myself [No workers' comp. c. 1.52, §1(4),and we have no 12.10 Roof repairs insurance required.]t employees. [No workers' comp. insurance required.] 1312 OtherJ,,, "Any applicant that cheeks box#1 must also fill out the section below showing their workers'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: National Grange Mutual Policy#or Self-ins.Lic.#:jWCV00)442� Expiration Date: 34 Riverside Dr Florence,MA 01062 Job Site Address:_ City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a foe up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby c ander the pains a noites fperjury that the information provided above is true and correct. 10/3/16 Signature: Date: i Phone#: J S C t S LS Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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 150k Address of the work: S* ttivttSiOE_ ott . The debris will be transported by: DI.JF S OU M$7# atf S 9-1r, gc• The debris will be received by: eL. 010 zFr Building permit number: Name of Permit Applicant $14/t O G f}R-OINV q r—C /v - ;-/C0 Date Signature of Permit Applicant -- -1 Grid-Tied Photovoltaic System Sheet List DC Rating. 2.800 kW a"°°'"°- 6h°°rTa�e Pvi0O covLR HiII,Shawn 34 Riversiee Drive PV40, sim vl.n" i Florence.MA 0W62 rvac: a vi€txrou, Jurisdiction_ City of Northampton °°"`=' °ET^ -- P5[n, L,er.n�ea�MASS V LTAee 1 PHOTOVOLTAIC SYSTEM Scope of Work: z.eouuw DC Qy SIC PVFr?-0Ol SYbZcMCALCS HuvE $HAVM RGSEw et RI wags a28p:W Goa1441Ps will. erPSysmT. Uem o s OPT t 85M M 1 v e At General Notes9.PL-601 aye .ect 1 41)1 aar zL 9 M .rp te T aal :. to r 2 , 1 fl ' :Rio Serncn. � 0 rvm..,.crHa tote JEN. or '1 aen r shook roc- a ttm.oel aa SJv Fergana- N p . ,eco connection Quo ll, 4I me tl'bigot., ter rucoeM „r -_� NOOCa rz 1. nen.oo or eorr, a ,aavmrQ v s e . sewniay. • EquipmentSpe7Gird tiorss: - u s -3av< a HOARY'. mie t+ RR' pr Gird wa e r r a,rtc Ti" N REWS2 14 MorL ter 11nfgh Roomy d > LSS) S R settlede _i Rd('m9U R y M IN Lmre roo f °nm ,se°w,. c II .. tl/sled I Pte-Slotted room R Saolaboratory 'D '..Y r II in lege u 1 sca 42, 1Fs, 1730 . Njt M NII all Roof Specifcations. oi du,,ilar rx Root Roof ROW 3'. 5. UC 9 t m 'L 'rt ARItalgiongx Shm,114 Atpl'allsratmrtstole AsohalteCotep10 v.PIOUI• Wire systgrac drld1721,7odyd shall he IOL,Rd as(loge de 2"x6Rl.slk 2 x 6 Wereps(26 3 6 6 Rers66 22'C.022 0 0(, 29421c P tl Il.. r� S, y"A:1 .°rl L N y r 5r 1 Height ft n a sin 1 0 or r n o nail P ,: I� m 1471 .mei 1 p I A n t yr shortestp l r pia the W A. S L MoAOes Andy<y S.e 4 Mous /rm Se 4 Mc Me Q 12 SoRe R egiv....m.J. *Y. M .e 28A4-.A 110 Site Specification: '6 1 grastmert9 , � .g OAR uee ed i,a .., ewin rano. °E' ♦ JI C Pan 111 ° 1 n 'n Wind Sned 90 MPH 10 1 tl 5: � . L r's-w C IA 9 0WA DC shall Il I p Mean Roof 6144111 20h p 9'n rgnr tl •e°keO"Opo disconnect ntle G aesdyaw/Coat 40 Pcp I hi .one A &wItexal di c An,.Roof load 103 PSi 15 N' 5P TX 0r pkxrvd :0.,k-,cm ty tot SM T M attar/RR. AIPCIPC.ItR pm .OF Isontrd ea eeem to ms iaenare3 ewmn:ecn All Work to be in Compliance with. iN Any r IS u r oferr l „l� a the 2C19 Natena Cec al CodeNOci ela shallleoces to al o.P's nJreveJr aching noon lnLL Ip.'U al[ode MCI Mone bar 1aria 2009 e aI Hurrenu 6omettftc Oa vn.rnn ngl AR aII'MF aI¢r«, JAW stm,Amy nRI 6,9,2,66,022, 20;2 Stamm MOrtIdtlf,At(7)le,S211 , a uni r o GX!UPC ryS�lb MA CMR [stageNw .making RV,1 pat sags tc Table,0ICI 2 41 8 R41-rrn COVER ASCE/ANSI r 05 Mat a c r De°e, oar.i. /old 1115 and other Sfru _ As smenrred vet moptedw CI17 ar Noro 7 PV-000 C of �w(�e(/\ Q cS S,J�i Q(i✓✓�( /O I' et Buil in Northampton Building Department Y^ _— i� ' Plan Review __ i i i 212 Main Street ,// / , ���' Il� Northampton, MA 07t1bU 1 Equipment Specifications. I 1 :u OPTc0 Merle?1 U Enoese ImergyM ILS: ook,oSearrnool load r 5n?4a Faxlmr lort isle,xgry ( SO 54510.1.NDIAL Iwl Root Specifications: Roof r1t Roof 3 GRI -neDT I> u g,Di II 1rV k PHOTOVOLTAIC SVS TEM E NenImre ar . 0 e6 Y Da 22'OC 220.0BCC 2.80014W DR ETC Cave He 010 In Ii torp Hopp?2 t1 Eof??kepi +A II MILSHAWN F "( Ao t - I A- 9 le a 11 RNR I Yi 4Ma Oe Dom = AeoukzY NkAJci L ORE • 011! - NCE MACIO.' ProlnprI m mjr 949I Numpy .. A n Howe' 00k ._. 2016050,a REssL d C rT wrs� =s rOI Cort DRIV � , -Aqui/doom oo ExterdorWall IEJ D t�,N I AC -Ihfe( 4 5,55 IN PV ACC O Panelw l MN0SJP.VLAOrtFaCVLT ND EemY 6 Equipment onInterior Wall. 2..s-Z- D'54A5 Nee 50 PHD& ➢t I'. h n 1 1+ IN)AV Array 2. r 4 S ma v forsimn (NI PV ArrtV T. OPT?.90u"JJn Na 1Sur0.1 Moue. OPT 200 DeIHs Modules VL3=1'0 tr SITE PLAN We NOL AEI EF ,R.)4 CONDUIT N-?WOO AND UNDE EAVES PV-A01 /HMO LOCATIONS TO kg'DEMIN:II DIRINGINSI AIIATION 5 7 _ — . _.. EVARRAF/-MECHANIcAEmAos pvARRAY 2-MECHAM-CPTLOADS PVA tAYP.MECHANICAL LOADS I> 1 ' 1n, n ,+ .o orale _ , � L x sX. - n i' re !OE M � a.� X. „m M� y =aIlaeVe n + =Pier n ,m ,yo- x - L Oestsin VaAueslark twee C Ego titE.E104 sYebVlZ Cotner EfXtte r Duseis W¢s Zm:rc—r( C EStle i r+Vag N 5 i t —h I H I J 00'3 0 M1i Ot- 3 r111 ee + 4 0 4111 I,C GRID-TEO P03010 0 In e +r+D' P �IS e s ]I + I ]. 1 A)3 PHOTOVOLTAIC SYSTEM es Liu( RDDwwD Sic swrarta Me,Fa ..i ;zhiel0 _- a9 RMERSi aVerat t '1 ORENMA 1061 / ru=- a C 05ffi13s1 r"... J.......... w=as ldEiohY t _—.. \ A + P- Bo .wck re (N}P q p3 — f t 04, R (N PaArray a a s =.4v as FIJBJ DE. eO A w I..A n „, o, X�, It.' Ma�loS I (MPer tray.. .-._ i OPE We 1E30 a I Hie Mothtle. A // .a. / / I ii ta u uoiaa[sI M Moun1bg Notes Equipment Specifications: (E)AooI Obstructions:. Inleg 11 vyelam Go 3- N.nnin:]a 1E1 2402 M r;Sun ye OPT 2805]-1-1op Roof'I r alai m zD 11.31!Lb EnergyMi IAL 11522 Skyll4ht(I F 1 Erz tl ( .ab err. k yuR LM _ Roofk C I_ U F M JSp c1 )S el0de.nd� ,At ert/l n a f'. anilb • Ven P(IIe{t) rFacrearea awn PI i Ild $ 4 M^ F F tSCI-Sre Yea earn sera"" Fl gag I 3- S Ch6Mey SJ Alloshown ore a e+e+, `_,� Soar Roof Specifications: __ ybnv bo Ls epuneo w+ia, Roof Roof Roof . 311 ti' D' I.6TMethod MP S M FOIE e ) M 1 pp. End(ern?rt P C ett 'C rs H. I. A phal + Snn'pIt. rI 00 ale. una y �e,ea 1 a . a la 6W,?Hemt e IS rl M,alesl_ MODULE LAYOUT rag! M H S d' .l M &Cny rete NV :. 1'JarrgYr yit P HSear t P O,H u! eoeeeleFr d,aa d Nie , Alma an Ie e „ le I� — M�. PV—A02 ro rt,a,Sup 2 Modsks, r i \ a ch Inm:emrn fri .a VeR PG �� • UeR S M•JI'Roil ocl• n.nPrr /' . Un E S Fout �/ 1:; F Caw-- rct f'� L 9 1 leAEC GP SO-Oloteu ar o O g GRID-TIED Root p C XoI 5 '. PHOTOVOLTAIC SYSTEM 0 z* seaing u/ ET,1 ° 2 800kw DC@STC ,„.aaa :-.•,„ 6R°A HILL SMAVVN iy Nas CHI RSIDE OHM. FLORENCE MA COED L 102238351 M oM1y I Attachment Profile ( 1 \ \_ Attachment Detail Scale I 1'-9' �uielf Ih REUSIUNS R F ey , PVM ,le Rano •� Nee. Rem Ai, l _ _ A l— r ..ao �t .Lg�e .mere NA Aim Canino rye , at �k- ksm„ e,/ 5elarM..;iI Rail i— /3 Staggered Attachment Detail (Typ.L / " A Not to Scale OPT 2D Max 0In' 299-604_100 Rail CORD me Ove.mnO I Ln a H T r, i Y Ytaaal et 59 Sash. / 1. a e F-� Ln�lVI 1 /� bb 1 0-7-C O Mo I S •.. � m -- Stagger spice I. onea -29 M - ie S� i . - S n ea p Inrow l.oWles mil ee Eg 2 Cher/_Sao3 B 1 _� _H - ET !L F. FCLv9✓GO' nra Ce rvry An y% --� ae s, ,,,neN„T, 5 DETAllS Rail Splice Detail r 11 '4 ) p - - -. — _ ('5� UL Approved Mounting Locations i6� Grounding Lug& Rail Na to Not Cale Sc / Net-oOak PV-A03 I Buildings-.. ..-__ __. 2 ' TE a1 ed Bill of Materials i 1 j Roof Zones for Enclosed Suggest - o r qn _ -- -DESCRIPTION PART PART NUMBER -T CITY IbpWI•d rres7ms I - \l & Root, GRID TIED 'y115PHOTOVOL PHOTOVOLTAIC SYSTEM 280014W DC@STC Mf HILL SHAWN .... NrRSPRNE 'I RENOE WIA t „,i; L q a Iva dt.5+ M P• . V r A5I Semedak PEv..o.s n't Plat Root Hip Roof(? 0<27°) ° °-�,- - % .., .. Gatie Root(0,:7") Gage Roof(7'<o;45-) M Intesalwws ® Eil Zrnne ■ Caner Z'gn4+y Not to Scvin MATERIALS PV-A04 Notes 1 WIRESCHEDULE I WIRE SIZING VOLTAGE DROP _- 411 •oII T G BCC Derived q 1 ) All Rao p ] im - Tag O[y Conductor 5 8T i size yp Conduit sN A um f0 M pery L 9R VDrop uvee Wel Serr3e3 A a 2 AWR I NOAUE IlhLL fi03A0/23 JWC HARI.CuFlel 1 AIR 3OA X 116 A IA 120 PV o0 P A✓C;THWN 4 VAC IIRVNTHWN 1 PVC 413A X 2 C I'LL UA 1 2 'Y. P(sae end I vn the 1 J C d AWG OM/N TO AVG MVM. ' {2C ,.Lti % q- X iB nO . OeA 1 VPkg al 1 vn .00 e Vh ONFlMA iR aset'nwxc DC wr 39 ' IRAf dryo n GRID-TIED w AE o _ silh PHOTOVOLTAIC SYSTEM Iri n I loceet rpm nu,us ambic nt tePtersure tatel on MAIN SERVICE PANEL SYSTEM LABELING SPECIFICATIONS 2.8001W DC @ STC ASHRASHHAEAE ID 2slit1tl p INTER ONNECTION D'Voia a DC Max Ce 'e. 1-1111 SHAWN de 725 12,0D71 D.Cp_a V gage 33 9V IV DEA aim0u TOA 391IVER1IE DRIVE All v` ee I U 1 Saler .. et A( Non cal Volaq• 240 V M ix AC Cu,e-d InO A FL)RE CY MA I.1316J 8 t irto some -Mill Voltage tl.Ni' .JA Cil aCpA 23 SA = il 3 Af _- Piciehl Prhn81 15%nC. lia EpMsaSys ems! Bass Rang auumasMmpy DM A x 110 2431A • Atli 'CI +p 04 It ieiONS s —3k 3I 3r I L%I (PAR _... Its r uve he Ill 24Vn 20V Doti (NJ{up-00 910ae Envoy-S a ROMMenn0 arI M Am CembreLIle, %AM ) ._.... _. M n ] L iec OE Ha,Ay 02LLSLMv c Lc eters 240 Vah 2 Pole NE DIA'R f E P00 A ID 91Aner2 L 20A �� l 1 l 1 —( —. - _ _ 'NI 5A Branch a II A MSP OA Rated 1 �. J 1) 3 6 ,_ 1 Arra"� .. C r. li. I C� T _ _J _ No Shale ELECTRICAL DIAGRAM jJ� untlion Ba. PV-E01 e ileareal.. ix,er ri 1011-9e I Ad 133 iiit MA• I I 8 Ra 11AR'Pe'1 2 — MODULE SPECIEICATIONS TEMPERATURES Semva OPT e..GP.4-1141 ACibenl Los ler:ve-alu:e _J0'C S ( I H^.o'n 40O 11 Anl:e I HMI la p e 31 C CLIC Halms - n1GW Wt'i o TR a p lo Val' Cell La. {1-C V v .n 1 a Temp.R tr. vsea Eine Rvv' l vo 39 V V i Weianf 101lb' SYSTEM LABELING SPECIFICATIONS C GRIDAICS J31A Mm lesn '100A +x DC Voltage 20"Cl 44P V DC Max 'b4A PHOTOVOLTAIC SYSTEM Ito oCone V U3i..lxl'O1 bCOcoalmt vaimpe 01J V I DC.OPD sl TOA 290010W DCV STC AC NoIVolaae C40 V t Max.A( Cmelt 100A HILL SHAWN 3e RIVERSIDE DRIVE INVERTER I SPECIFICATONS INVERTER I CURRENTS INVERTER I LABELING SPECIFICATIONS ORENCVEA . 002 Fn011e5eEra igy M258440+211S22 DC MaxDun¢tt MODULE Imr 135 Max DC V 2 "CLwav MD�iV01 DCM DEOA LOA naV 5 AxI34 = 11MA DCO lVI- 39V DC Ope OAOA Icy p40V DC Cc MODOLEImp AC Nn Voinge 210V Ms AC CCurry. 1rOA A9n powa�acd Max Woc 300 DJ O.•BF tl.xSd ]-EJ'r 1-15 � M 'V 240W Soo+e Cue.I Im MODULE lec a x125 INVERTER I VOLTAGES MaCup V g 22V VA5 - 4 tiA DC Max Voltage MODULE Vas x IF MP DELTA x TEMP C DEF VOL. s Mi Vrr 16Vx 211 Ci (hewn In INVCRTERI nx NV/RTEROIV s 14 9V x 45 J1S{4 - «EV ` rule T ane Max4LB 5V LA(Amor 1e MODULI 1 VIA Max46V — 1A o x5 x 4 1[v0A V.I3 �.- e Max I 1 15 A n _ CE E 1 95 bW. Nal to Scale ELECTRICAL CALCS PV-E02 J CAUTION SOLAR ELECTRIC ___-- I SYSTEM CONNECTED _ cP,a„ED rmmcC pMOTOVQliA65YSTEM y.5U0MN DCV 5TC WARNING DO NOT DISCONNECT LOU.OAF J NE PHOTOVOLTAIC POWER SOURCE UNDER LOAD LOSHAWN . r.c. r •,� oM+vscux. MurynV n'.ew asn mamn"x . N, U , , �CAUTIONP ED z — _ INt0 pHOTOVOLTA�C �N,i6.;, ,i — C—CT; — .WARNING No*� y A C xuasiEPODmutcaurs +p )) . ... .' t PEIOGAiE i1N60VEP PRENT DENGE 0�.�„rnr � , . x . 1 ,WARNING DUAL POWER SOURCYI DISCONNECT �aalloaauPcewvwTovouua J OLTAIC PRpT' '=1,,1 AC gjc. ''-.. xxw" em uury „ A w(ARNING , A WARNING � TURN OFF PHOTOVOlTAG po E(TRICALSNOGKHALYRO CONNE4TPRIORTG � nut NORo AC GIS E PANEL IP APs WORKING INSIDE P v�moowo ""w uaevso MAY 0E OVNPE ANN of s PHOTOVOLTAIC SYSTEM yvARNtNG_ EQUIPPED WITH RAPID SHUTDOWN WARN £LEC R C0.ON00N'N l ON iWs n rn N GNAGb NHO �ELEMPW l5A HOOK _ „DAD A,EP ED I ——` xxk. s+. a _---------_ YM OA OaNOU P V UNDEO w ARE Nit V4 tAWS E "o N IELwx4xEr �a , gMAY O a PV—G01 ,xO1�"w�� p xx nxe,v __ _�-- y meu ^ egls. Ea 0 - Gil LA9 Vs• 17-19 fax TO: kr" maw: 14.1412Ga .. \) Fox: nGEs: Q l frichict rlCo yr nn/ PHONE _.. DAM /1U/1/`S//4 1 `non tie 0 Orgem O Fed Review Q Please[nn mem ❑Please Reply ❑Please Recycle Comments: pll k,pn, d..ie ne 4Y 5 yoo A-YCeSiiie( PicaGc /t* Wte /c- • I--ere I-5 Q"� l^5 "12- 1e 'yon, flute-0( 1h4n45 //wet RP fit3-34/ 7,--9)4) 245C Rahn Road•P3*Lon meadow,MA 01028.41.3-525-5288'Fox 41342555088 wnw.DNF_SINC:.c® April 29,2016 To: Code Enforcement Division From: James A. Marx_Jr.P.E. Re: Engineer Statement for Hill Residence, 34 Riverside Dr, Florence,MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Roof I (one layer shingles)2"x 6"rafters at 22"o.c.,having sloped distance 16'-0"with horizontal span 14'-0",pitch 31 deg.; Roof 2(one layer shingles)2"x 6"rafters at 16"o.c.,having sloped distance 141-0",pitch 15 deg.;Roof 3 (one layer shingles)2" x 6"rafters at 221b.c., having sloped distance 16'-1"with horizontal span 14%0",pitch 31 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solar mounting,the Univac Solarmount rails will be anchored to the rafters with L-foot supports at 48" max sp. having Ecofasten Green Fasten with CP- SQ Bracket and flashing located on the center of the rafters that will be securely fastened to the rafters with 5/16"x 3 1/2" SS lag bolts.All attachments are staggered amongst the framing members.The mounting system has been designed for wind speed criteria 90 mph Exp. B and ground snow criteria 40 psi. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby,I endorse the solar panel installation and certify this design to be suvcturally adequate. Sincerely, t- r' James A.Mark,Jr. �ba - _" � ro '' `if/scr 111is Professional Engineer `ay "o"<^'•-`' MA 36365 'b7s�b 10 High Mountain Road Ringwood,NJ 07456 cc:ROS Energy RI AL VALUE TUV Power controlled: eovn..a.srte• Lowest measuring tolerancem industry zaiar- l Eery components tested to met 3 times IEC requirements .,,. „ 0 designed to withstand heavy accumulations of slimy and ice Sunmodule Plus, Po!Awe performance tolerance . Y:r© 25-year linear performance warranty and 10-year product warranty L1.�• Glass with anti-refecdve toting World-dassquagty mx-ro wet. Fully-automated production lines and seamless monitoring of the process and oo E ""° SP' material ensure the quality that the company sets as Its benchmark for its sites ro rman '"" c us worldwide. mr.„�� 4.4a. Ut 1703 SolarWoddPlusrSoding :: { L1 Plus Sorting guarantees highest system efficiency,SolarWorld only delivers modules /' [ 6 4 G 1 E I HomelamvPrbn 1/1 that have greater than or equal to the nameplate rated power ornot 25-year bear petnrmanceguararkeeaMedembndm productxantyta loyears C� N:r SolarWorrd guarantees a maximum performance digression of 0.;%pain the course r fSalli of2Syears,a significant added value compared tothetwophasewarranties common in the industry,along with our industry-first 10-year product warranty” •Solar cells manufactured In v 5.A,or Germany.Mocules assembled In USA. -n accordance with the appll<ablesolarworld Limned Warranty at purchase. www5olarworid.om/warring 1 eprorerreor MADE solarworld corn 4IN USA Sunmodule%Plus SW 275-290 MONO BLACK REAL VALUE PFRFORMANCEONDER STANDARD TESTCONDInons MCI' SW)19. SW MO SW 285 SW 2911 ___" Maximum power p 273 Wp 2801Np 285 wp 290 Wp Open circuit voltage V„ 394V 3V.5V 39.7V 399V Maximum power point uokege V_„ 31.0 V 31.1V 313 v 314V $ort circuit mmnt I„ 958 A 971A 984 A 991A Moxlmam power point current I„„ 994A 9.07A 9.20A 9334 Module fciamy ...._.. n. 16.40% 1630% 17.00% 1730% '43JO3arv/mI arc,Am15 PERFORMANCE AT 800 IN/M',N OCT,AM IS ._..—__._ „_ SW 3TS SW 380 SW 285 5W 690 Maximum powet p,e 3031 Wp 2032 wp 1111 wp 215 Hip Open emu Itvottoge V,2 3S3 V 358 V 360 V 36.2V — Max)mumpower palm wltogr V,,,o 281 V 283 V 234 V ]$SV _.. . - Stroll comic(went I„ 375 A 7..85A 7.968 8.00AMaximum power point torrent I„ 7.22 R2A 7.33A 243A 7.54 A. Mmor fe4 cnn In efficiency a aler earth{toad radowne aro'c-at 8179%/m,TOO of tat SrC offla804y 11000 la/m9 Is MMPvel. .._ COMPONENT MATERIALS I: 100013376 ... _____—............. W E..__.___..._. Censpermodole eo Wont Low-iron emperal B1a55 800 with ARC g1612130.0 ....__...__ Cvll typo MeaOCryaOallin¢ Fiume slack anntiizej alVmmvm 3 epow ;ap - -- 617 Mx 6.17 in Cdt6A raaom weight 39�tN_T18akgi C..____._.._wow r __— j _. marilmr 056'rsxlwasmm) g � 1 THERMAL ADDITIONAL-_ UU. fon wit,,. • `,” NOG, 48'C Powersoning -0Wp/35Wp -. �_.. graICI, 0044%/{ 1-Sox IP65 •••1•1•1611W67•••1•1•1611W67 rag -0D1%/T Connector PV wire per U1.4703--378 061,1 - with 14/Un c0^Meter' TCPw -044%/•C _..`.— (106651 � u [P 4. Operatingtemp -a0 torg5'C Medulefim peaformanoe OnYl13)Type l, jT6MtGk} .»_7I2 »_ 090 93) PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION - - 00.35(9) • MnxMrvm system wknge KLINEL 1000V Menm,rm hvenecurrnrt 754 a Namberofnypass diodes 3 57 p 3 Design loads' Two nail system 113 or downward.64 pa upward or 13. _ et oesynloads' TimemF wizen in psfdownward&nofuproar° S Oagnloadr' Edge Mounting 178 psfdownwlM.41pr upward +elygrafvtatiw SonrtnikinstaLStton astratom for la de Ws asexetadwoh assebxdrosc Idal avpl • compatible with flplN'Top-0Dwn" x •gu33{91llill arld"BvtonV manting methods 111�_.A •bOnuM glocaians it 681173( ( E11EMI 4bnto al rgt._length of the 1a000 Module in the extended rlarpe. [4—. 39411006 1.30 663) All unla provided are lmpen?I.SI •vnfts provIded In wrentk.HS. I ^ Solarlercla AC reServ6sa.r,phtwmekeepecifivUnn thangm w gnv<mnov F•—'"IUI ¶V01-7320l1$160324 t -SOLARMOUNT Technical Datasheets OUNIRAC SOLARMOUNT Technical Datasheet Pub130817 SOLARMOUNT Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SOLARMOUNT Beam Connection Hardware 3 L-Foot 3 SOLARMOUNT Seams 4 • SOLARMOUNT Module Connection Hardware SOLARMOUNT Bottom Up Module Clip Part No.3020000 / washer • Bottom Up alp material: One of the following extruded aluminum Bottom .n ta(idaus.... ., alloys:61305-T5,6105-75,808146 1 Up Glp • Ultimate tensile:38kei,Yield:35 ksi ▪ finish:Clear Anodized • BotMo am e a Clip sign s are valid (ihe) Avowable and design bads are valid when according are Bvam assembled with SOLARMOUNT series beams according to authorized UNIRAC documents (IS. Assemble with one W-20 ASTM F593 bolt,one W-ZO ASTM F594 / serrated flange nut,and one W flat washer • Use anti-seize and tighten to 10 tt4ba of torque Resistance factors and safety factors are datmm:ined according to •��, pan 1 section 9 of the 2005 Aluminum Design Manual end third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Lead Average Allowable Safety Design Reststenoe Direction Ultimate Load Factor, Load Factor, ..._ .,-_._ .. lbs(N) , lbs(N) FS lbs(N) 0 ,,-'1 "' Tension,Y4- 1566(8967) 688(3052) 2.28 1036(4615) 0.662 Y Transverse.X* 1128(5019) 329(1463) 3.43 407(2213) 0.441 A -x ,1:1 " Sliding,ZS - 66(292) 27(119) j 2.44 41 (181) 0.619 Oimanal,ne specified In Inches unless noted SOLARMOUNT Technical Datasheets 8.11UNIRAC SOLARMOUNT Mid Clamp Part No.3021010,3021010,3021030,3021040. 3021050,302106D \ • _ s • Mid clamp material;One of the following extruded aluminum MJd l alloys:6005-15,610545,605148 chomp • Ultimate tensile:30ksi,Yield:35 ksi -, • Finish:Clear or DarkAnaftzed \ • Mid clamp weight:n 050199 ae(239)a \\ • assemble and o design loads are valid when documents ucomponents are assembled according to authorized UNIRAC domt Values represent the allowable and design load capacity of a single mid damp assembly when used with a SOLARMOUNT series beam to"` • retn a meddle in it directionoUindicated \\\\ • Assemble mid clamp with one Unfree W-20 T-bolt and one Y.°-20 ASTM F594 serrated flange nut Seam Use anti-seize and tighten to 10 fibs of torque tl� • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance t Orwreare - Direction Ultimate lad Factor, Load Factor, wnncn0cw�a Ibe(N) Ibs(N) FS lbs(N) p Ii Tension,Ye 2020(8981) 891(3963) 2.27 1348(5994) 0.867 . .- Transverse,2* 520(2313) 229(1017) 2.27 346(1539) 0.666 Sliding,Xt 1194(5312) 490(2179) 244 741 (3295) 13.620 .X Dimenaiona apeckled In inches un ess wMd SOLARMOUNT End Clamp Part No.3020010,3020020,30200W,3020030, 3020030.302004G,3020040.302005G,302009D, sumac,3020060,302007D,3020080,302008D, 3020080,3020090,3020106.3020110,9020126 • End clamp material:One of the following extruded aluminum i alloys:6005-T5,610545,008140 • Ultimate tenses:381mi,Yield:35 ksi t • Malec Cleat or Dark Anodized • End clamp weight varies based on height-0.058 lbs(26g) Clamp Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design toad capacity of a single end damp assembly when used with a SOLARMOUNT series beam to retain a module in the direction indicated "� • Assemble with one(Miran%--20 T-bolt and one''/C-20 ASTM F594 /'� 11111 � serrated flange nut a•' - (y •• Use and-seize and tighten to 10lt4bs of torque /-- +', Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Atuminum Design Manual and third- \ I4 party test results from en IAS accredited laboratory A • Modules must be Installed at least 1.5 in from either end of a beam .X Applied Loud Average Allowable Safety Design Resistance P1"_" Direction Ultimata Load Factor, Loads Factor, ' cr.;..-. ,..._... . lbs(N) lbs(N) FS lbs(N) tp .ren _ TensionYe 1321 (5876) 529(2352) 2.50 800(3557) 0805 . . _ Transverse,Zs 63(279) 14(61) 4.58 21 (92) 0.330 -.... .... . Shaky,Xa 142(630) 52(231) 272 79(349) 0.555 13knenvionr epeciiidlnMd186.411060-total , .—_- SOLARMOUNT Technical Datasheets aP°UNIRAC SOLARMOUNT Beam Connection Hardware SOLARMOUNT L-Foot Part No.3040000,3040000 • L-Foot material;One of the following osintded aluminum alloys:6005. T5,6105-T5,606148 –" • Ultimate tenses: 38ks1,Yield: 35 ksi • Finish:Clear or Dark ArorNzed • L-Foot weigh:0.215166(98g) • Allowable and design loads are valid when components are rices // assembled with SOLARMOUNT series beams according to authorized UNIRAC documents A� "} l L-Foot • For the beam toLUFootcommotion; •Assemble with one ASTM F593%-16 hex heed screw and one c. . • Use Ma F594 seize and t n to flange nut Flange N •Use anti-seize safety to 30 fibs oftorque 1/41 a Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Deafen Manual end third-party test y results from an IAS accredited laborat,,y a NOTE: Loads are given for the L•Foot to beam connection only;be v" ; sure to check load limits for standoff,lag screw,or other attachment mathod 30) Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor, Load Factor, l w+g r lbs(N) lbs(N) FSS lbs(N) 4, —t.._' ng, Mina `.'.... _. SISI 231141 (5077) 0.646 Tension,Y* sit$�S.�8{826;�9} X�707(31�:}}4��411)aa 2.6y3a 1969(4755) 9.575 Dim®n$lons zpecifled in Indies unless noted Compression,s?-- itk14IFaia4aa�SiiC�laaNiaii 2004(8913) 0.615 488(2162) reeve 2.28 323(1436) 9.664 SOLARMOUNT Technical Datasheets PUNIRAC SOLARMOUNT Beams Part Na.310132C,310132C43,310168C,310168G6,3101680 310208C,310208C-B, 3102400,310240C-B,3102400, 410144M,410168M,410204M,410240M Properties Units SOLARMOUNT SOLARMOUNT RD Beam Height in 7.5 3.0 Approximate Weight(per linear ft p8 0.811 1.271 Total Cross Sectional Area In° 0.676 1.059 Section Modulus(X-Axis) int 0,353 0.898 Section Modulus(Y-Ah) xr' 0.113 0.221 Moment of Inertia(X-Axis) In* 0.464 1.450 Moment of Inertia(Y-Axis) in, 0.044 0267 Radius of Gyration(X-Axis) In 0.289 1.170 Radius of Gyration(Y-Axls) In 0.754 0.502 'Rails are enraged using these aluminum alloys 6005-T5, 6105-T5, 6061-16 IIIIIIIIIIIIIIIIIIIMIIIIIIIIIIMIIIIIIIIIIIMIIIIMIII SLOT FOR T-BOTS OR .1128—w. SLOT FOR 1'4309T OR V"HEX HEAD SCREW Vi"HEX HEAD SCREW BO SLOT FOR ri 5 SLOT FOR j� BOTTOM CLIP 3.000 51111 � 2.500 BOTTOM CLIP 1.316 �I' SLOT FOR PILL 34e°HEX BOLT i ' SLOT FOR z 385 IN= t '/G- NE%BOLT 3150 i 1.207+ Y Y 1! •1.875 l A ►X .X SOLARMOUNT Beam SOLARMOUNT HD Beam Dimensions specified in inches unleco noted