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31C-068 (3) 51 HIGGINS WAY BP-2019-1353 GIS#: COMMONWEALTH OF MASSACHUSETTS MW,.Blmk:31C-068 CITY OF NORTHAMPTON Lot:-12 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-2019-1353 Proiect# JS-2019-002180 Est.Cost:$29867.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VALLEY SOLAR LLC 077279 Lot Size(sp.ft.): Owner: GOUVIN ERIC Zoning: Applicant: VALLEY SOLAR LLC AT. 51 HIGGINS WAY ApplicantAddress: Phone: Insurance: PO BOX 60627 (413) 584-8844 WC FLORENCEMA01062 ISSUED ON:6/7/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.•28 PANEL ROOF MOUNT SOLAR- 9.38 KW 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: FeeTyoe: Date Paid: Amount: Building 6/720190:(0:00 $75.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner SO Lliifa- Department use only - -- City of Northary pton ' o e it 4 L- Building Depart a lM away Permit ,l 212 Main Sun let Sewer add Availability Room 100 WAY 2 4 2 ter ell vailabilhy Northampton, MA 01 0 Two S s of tructural Plans phone 413-587-1240 Fa 41 7-1272 PI i plis s DFPT.0-BUILDING INS d RT A"An APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION IsP' jr?`1 3 53 1.1 Properly Address This section to be completed by office s t ih9 y ..s w.-) Map 31 G Lot unit t-aJ- IL No, 4%NAr4ti ^14 zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 1 /1 �,�y,� �Hv� EVIL f. GDYvIn Av.d G-UzAidau l.W�(Iy rJ� 141( glns LOW. NUr-ffllAml'au4�{�a Na P CurrentMadi Acidness A Telephone Sign u 2.2 Authorized Agent: Valley Solar LLC PO Box 60627, Florence, MA 01062 Name(Pant) Current Meiling Address: 413-584-8844 Signature IfI Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit a plicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(F1VAC) � 5. Fire Protection 6. Total=(1 +2+3+4+5 Check Number This Section For Official lee Only Building Permit Nu r Date Issued Signature: - �3 " zo I p Building CammissiaLer/Inspector of Buildings Dme Ihasbrouck @ northamptonma.gov (� yOIar.SOlar EMAIL ADDRESS (REQUIRED; COM MACITOR� Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to h,filld in by Building Depvlmmt Lot Sim Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Id sea minus bldg&pavcd #of Parking S aces Fill: volume&Iucazion A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O 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# B. Does the site contain a brook, body of water or wetlands? NO O DONT 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 O 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 House ❑ Addition ❑ Replacement Windows Altendonp) Q Robi Or Doom El Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks lE] Siding[0] Other IpQ Solar Brief De of Pro as /,m �� work: 1.U0 512 Akeralion of existing bedroom_Yes_No Adding new bedroom Yes No qrz kvj Cj Attached Narrative Renovating unfinished basement _Yes No I Plans Attached Roll -Sheet Ga. If New house and or addition to existing housing, complete the followlna: a. Use of building One Family Two Family Other b. Number of rooms in each family unit. Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stones? I. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? F. Type of construction i. Is construction within 100 R. of wetlands?_Yes _No. Is construction within 100 yr. floodplain_Yes_No I. Depth of basement or cellar floor below finished grade k. Will building confonn to the Building and Zoning regulations? -Yes—No. I. Septic Tank_ City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDItN-G1 PERMIT 1 ,, 1, ERII. C-]611VIN - CLIZ.QbP .as Owner of the subject property hereby auth V Ile Solar LLC toa n m be If in II afters relative to work authorized by this building permit application. J SI M Data 1, Valley Solar LLC as Qessr/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 and penalties of perjury. Para Name ZiAffi (� !/ Signature of ent Data SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Sunervlsor: Not Applicable ❑ Name of Uwnse Holder License Number Steven Silverman CS-077279 Add. E)Vmtlon Date 268 Fomer Road Southampton, MA 01073 6/21/2020 Signature e 3-584-8844 .Registered Home I rove nto t • Not Applicable ❑ Company Name Registration Number Valley Solar LLC 186338 Address Expiration Data PO Box 60627, Florence, MA 01062 Telephone 413-584$844 101 a91olD SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C. 152,§25C(8)) Workers Compensation Insurance affidavit must be completed and submitted wth this application. Failure to provide this affidavit Will result in the denial of the issuance of the buildin permit Signed Affidavit Attached Yes....... No...... ❑ City of Northampton ."P Massachusetts L c F - DEPARTMENT OF BpILDING ZNBPECTZONB u 212 Hain Stceat •Nmicipal auildinq N.rths� n, NM 01060 Debris 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. The debris from construction work being performed at: 51 N1301rLs togLe loi bC, (Please print house number a d street name) V Is to be disposed of at: Valley Recycling. (235 Easthampton Rd, MA 01060) (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: Valley Solar. (POB 60627, MA 01062) (Company Name and Address) "— SI" /q Signature of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. _ The Commonwealth of Massachusetts ;a Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 01111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(BusinesstOrganimtion,'Individual): Valley Solar LLC Address: 340 Riverside Drive PO BOX 60627 Citv/State/Zi : Florence, MA 01062 Phone ll: 413-584-8844 Are you an employer"Check the appropriate box: Type of project(required): 1.® 1 am a employer with 11 4. [-] I am a general contractor and I 6. El New construction employees(full and/or Part-time).. have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. T ❑ Remodeling ship and have no employees These subcontractors have g. ❑ Demolition workingfor me in any capacity. employees and have workers' P ry 9. ❑ Building addition rNo workerscomp. insurance comp.insurance.- required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself rNo workers comp. right of exemption per MGL 12 ❑ Roof repairs insurance required.]' c. 152.§1(4).and we have no employees. [No workers' 13.9 Other Solar comp. insurance required.] 'Any applicant that checks Mm 41 must also till out the section Win,,slun,mg their workers compensation policy infunutinn 'Homeoanae alio submit this alidatit indicating they are Join,all soak and ft.hire outskle contractors must submit a new a111J.'a Inlicaung such. :Cenwcton the check this ho,must weshed an additional sheet showing the name or dic subvcontraaon and state whether or not those entities have empincecs. 1l`m,suh-contractors hm a employees.the, must pmt me their worker:comp.ryflic, ...he, I ran to, emplot er that A providing workers''compensation insurance for ran-emp/glees. Below is the polirr and job site infrrmalion. Insurance Company Name: Liberty Mutual Policy 4 or Self-ins...Liic.4: WC531S620647019 Lxpiration Date: 2/01/2020 Job Site Address:_5-1 Iliqti//tW( 7 /'. C'ity/State/I.ip: I TVA4Mfl6l 7 Attach a copy of the workers' compensation policy geclaraZion 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 fine up to$1.500.00 and/or one-year imprisonment. as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage werification. I do hereby cerrifp er the pains apd penatli tallYrjurr Ilial the iufitrnurlinu prarided abase is tate an�7d canet'l. Slgnalure: /�✓ly,�,,�fi y�, E%l''l Date: Z� Phone a: 413-584-8844 OjTtchd use un(v. Do nor write in this area,to he completed br cin•or town,official. Cits or Town: Permit/License a Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City?own Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phoneq: p: 1 � f i LOHt 12 / • I Higgins Via w VILLAGE HILL N 0 A T H V I E� W ?Tt • $� ,• `� lMC � PM YAmJ 1 tIry '�MNMIIIrt,L t Se IuY..1w.f..h Nbrf<..n Iry.+I IIY.:brrt f.kurc 2 ,} F.l nint.rtsRwraw,AM xwtArpemlM.gdkr 1 cw.oa.rs,mrr��.wa,Awnwu.> � 1'YIp.NJw.wmm�el.k wN..+mnMn bcF {�� • is .. is tcMf S/e(IV ffR lwt Y.wwnndW lb. #j _ INFR.,R.•t Ml. jia 00 \. SITE LOCATION SrtENAME Enc GwMne FJvnpM LaMav SII'"II°aImA MA0O�MA SKIEM6R£ 0 I,W 7MMC 'p LOtIIBC V11...L. F v.iw s».uc i..oa.l.a aF tSIMr w.w°.Isa.l t ZSCµEHEVIEW f ,E E, M,Y EMc w E PROJECT COMPONENKS ROOF AMY - (28)W33SNlC-A5 SOIAR W PANELS(N) (28)ENPHME IQ]PLUS MICRO-INVERTERS(NJ SNAPNRACK ULTRA RAIL RACKING(N) 4 SOLAR PV COMBINER BOX IN) AC DISCONNECT(N) INTERIOR WALLOP HOUSE 2i MAIN SERVICE PANEL(E) EMERIOR WALL OF HOUBE _ �^ ♦ MASMARTGENEMTIONMETER(N) ! ' © AC DISCONNECT(N) UTILITY METER(E) 2 . . dw UUIIN Client, dE •. w _fI yyy EBMy* 51 Higgins My*Lot 72 Northampton MA01080 i a a 4 Qct SITE PLAN £2 � SliExnME Enc GOwne FAvceNL 36 BNEPCMESw MiWV9PWVIn11] F O1 ML BY8iEM51]£ N VAC 5F P� _ wlv��IB'u mznRu Valley -.6 - �$irlar .wwwsoso., e BVIE.EEVIEW n•w C Y 1�n_ WIE:Yt ViG w[�w. t ♦ IXUVN'.LR EI£L:NEIMiNH 3 � l0 �s 3� Lot# 12 51 Higgirs Wag 1� (f o ,r' 1 y 4 le PLOTLI/ES IZ _] � u�elml.rau..mu �a 11 t0 911E WME Ffk CxuNRB EXYpYM LPMiY i911EAtlAiE® Hroromn mW13€ Is M 1 Mumuo o s (Z 11 6YSIEM86E B39kWtiL784]NkNS\L lit f 1 Ill U' . � LOTH IJ It Y � ai' w...weysW�nl.mu-sM.. f 16 f MMM LM EIEC 1EYWNN < Ac Isaaeon o°vices T TaFmm PV, PV PV. PV.10 . SMART Mnn B ee� y • TT n \ 3 9 0 s f Isolniwi o ell Ann em company er ana DER t t iy PV PV PV. PV _—_. '1 tf " 11 � nLo1 = W PV PV PV PV ' gj� ... ces NEC 21 Inverter ten0 NEC 210.10(A)(1)26=33SBAx 126 4 Output=1 21A v2B=336eAx t25= 4� dz 35A )t gy O mveMr TlosxNrm: L�NIOG.SGBtlIW!❑ a .w.w^T.11 "°'•^•e aaww..xrrsusoxEeeo.w FBB]x 1.MORNING!PHOTOVOLTAIC PoV•ER SOURCE 1.PVARRAY(UODUL(SapN1 Rauf Moue Sy ax pE�.ce - oEFMllr pVMAT kww..x 2,SOLAR PV AC COMBINER BOX ELECTRICAL.DIAGRAM 2,SOLAR PV MODULE(LG335N1C-A5)28x peneN.MexSYSTEM AC DISCONNECT Re (.W dTTMa 6ed� CYwkglNw. 3.UTILITY GENERATION METER a oulpu 411/10AYA I"'�m°'4� I.,, �a d.PV btl AC Output pg 9.OCIAC MICROINVERTER(1O]PLUS-]2-AUS)2Bx Curtain 33.86AAC Noninal Oparogng SoIWge:240VAC n yr iuonomm Cj Enpam lO]t.Max output 24OVAI121A 1°-111 0tli 6.RAPID SHUTDOWN SWITCH FOR SOIAR W SYSTEM xTEruuc ErR wwIn pEl-Nxh Lweiw 4.J-BOX(SOMdeck)SOMdeck Pew-tErough enGosuro -- - - -- -- - - — WDEADORESS wpmm .r.Lor12 Ef vn6,—Frtry•nry' xaAm °.1E- (ro6aCMM) MAOIXO S.AG COMBINER(X-IO-pet-2d0-2 M)EnpNese l0 Env0y lE1y 1.MORNINGI ELECTRICAL SHOCK HAZARD TERMINALS SVBTEe Sul•92akwnc7e41,vuc Gateway pnuiction ROM,Max BOA 3x AC 204 Breaker) u.e..n.w.,a Naw °x ON BOTH LINE AND LOAD SI DES MAY BE ENERGIZED bene.SA Oreaker W feed Envoy.PmEucton CTa (NIa IN THE OPEN POSITION fQQa1G�BIBIa]a 7 B.MA SMART GENERATION METER Sandy owned)Socket ow ,Enx,y,w,y---kIdw ax T,NOpNING SUSSAR IS ENERGIZED FROM 25WRCES vne a�.L1c :was,w.stia F ACDIeCO DISCONNECT VAT r 4 malar plol UTILITY GRIDAND PHOTOVOLTAIC SYSTEM �gjj'Y no�0°mnlr«u.,w, ].ACDISCONNECT(DU2I2RB)8M2dWAC(adjacent to o..rw,q su la ax -- 6,MpRNINGI INVERTER OUTPUT CONNECTION DO x'el•1ay.mu SEWClerl a1o1 NOT RELOCATE TRIS OVERCURRENTDEVICE SNMr _vxa,yRar .x 6.SERVICE PgNEL 15M MgIN.2081 BUS,45A Invxxr digwwMwN m. .xr Id p,SOLAR FV Z OCPD umwwn.e.R>f malbN,a a 10.MORNINGI UTILITY METER ENERGIZED BY g.UTIUTYMETER(i2235]134)120I240V,1PH,3W O.w`.wM1x<xI Naacm— a SOURCES SCALE.SEEwEw mm�.0 .w lxl_�Mmatxw.nAr ..1. _ _ 11.UTILITY SERVICE METER DATE.umn° wAM , 4 Ell ..1I.MI G e f! a Better Life LG Ne®N 2 LG'z new,module,LG NeON®2,adopts Cella technology. Cello technology replaces 3 busbars with 12 thin vdres rs, 0 E o�ea C E \ �� ���1 to enhance power output and reliabihi: LG Ne ONr' °2 V 'l demonstrates LG's efforts to increase cusTo esvid beyond efficiency It features enhanced warranty,durability, Imermk performance under real environment,and aesthetic design suitable for roofs. ■of�l11I1I�'m1III1III,,I'nII�'II�I� Enhanced Performance WarranTyII1`fI•''II''• High Power Output Wlilflfllll LG NeGNd2 has an enhanced perPprmancewarranty lf1llfllllNl- Compared wim previous models the LG Neil The annual degradation has fallen from-0.6%/yr on has been designed to significantly enhance its output -0.55%/yr Even after 25 years,the cell guarantees 12%p Phi thereby making it efficient even in limited space. more output than the previous LG Ni 2 modules. Aesthetic Roof �({�® Outstanding Durability frame LG NeON®2has hat apnarall designed a, esthetics In mind', @i'1'�II�1'�Iltllfflnll'111�� hewath snewlyreine LGN frame design LG has extended thinner wires that appear a0 black at a distance. the warranty of the LG Nei 2 for an additional The product may help Increase the value of 2 years.Additionally LG N,CN"2 can[round a it .. a property with its modern design load up to 6000 Pa,and a rear load up to 5400 Pa. N Better Performance on aSunnyDDouble-Sided Cell Structure ods th.:=:[o its Improved temperaturecoeffirsorly. generation,lust like the front;me light beam reflected from the rear ofthe moAule is reabsorbed to generate a great amount tai power About LG Ekmonits LG Elmmir[s m a gbbal player wb M1as Leen—,mtrd m ex-x,Rz rapacity.ErzM.—I r<regy liminess—m ru[urc grnwtM1 engine.we wrix-:tl on a c,,r enargysourte mmmrn prmyam m 191 eup,ld by LG Group,arm,eaeramn sa'mLmndu[rw,LCutx,,,ixr,and...-.1slndi we 5uzre55nn,ri,lessedox,"', ' no%e sedesmtLemaAeL,n MI r,w r zvportedm 31 —'ri •nNeftik—g,"i......A.,In Io13.LG Nr.N-(p viiily known oMono%^r,d won'Intnsalar Hward'�vnicn proved W,,Pead Rer ofl—it,xvin meIndus ryrc LGNe ONw z M Mechanical Properties Electrical Properties(STC•) Cells 6.10 MndWe LG33SMlC4S Cell Ventlm LG Naxilmlm Pow(Pmu) � 335, Cell Type Mmrylir N-tyMPP VdMge( _ 34.1 Ce11Dimuzions 161.1x1617om16 MPP CuvetFoM) 983 uof Busbx 12(Multi Wire Busbar) Open Limit Voeage(Vot) 41.0 , Dimensions(L x W x H) 1606.1016140 men 9het Ciriit cement(w) 10.49 ______ 66.30.40.1.9]inch Module Efissescy 19.6 Front Load 6000Pe Upend,Teapxeeir. -40-.90 Rev Laad 54001'a Maximum Systee VoUage 1,000 WeyM lets, Maximumblies Fee Rata, 20 Connects Type MC4 POWTeleaee(%) 0-.3 Iurcnm Box ®fib wiM 36ypas nadv •st(aa..e -twfanl.—Coro w.n..aneen -.11 1 Cables 10W mmx2ea M^x'er�er^"'ay.n.�.w.+esu...Tery[s[ernmnn.rr»..e�an�u.m.r..� _ _________ •1M1iryKY nmpnM.e MM1nnrywlOGWrm'.nrtmm2lD#e/mtu ]M Glass A. er-d-r Ssbn Tempered Glas _ Frame ined P!uminvm Electrical Properties(NOCTe) Certifications and Warranty Module LG336N1 C-AS Certifiratioln IEC 612!S.IFC 61]30-1:-3 _ Maximum Power(Pmax) ]0 UL 1703 MPP commit 31.5 WC 51 701 Isa�[m _on[esPP CuseM[1 M (ImpP) 783 IEC 6'_7151Ammures ouos'rest _ Open Gmwt Voltage(Voc) 382 n-I 90D1 Short Circuit CvreM(ex) 6<4 Nodule Fire PMman tt(USA) I'e xxl mo*w.oe,n aca ..quu.rvl�=caw..aruxm....trenevp.nur in2.ru sees i..n an r Fire Rating(CANADA) Clzs,ULC/ORO Ct]D3) , Produa Warranty -- 12, .. o ptw ty ry n Dimensions(mm/in) 11s .l nnv Ind,0 s 5 1e glIll­r PlIf el nh _ Temperature Characteristics For,__.__ --_— Poc .O PY.I'C Per 0,03 Characteristic Curves ��- mew �y r— I nu .....1� m CmM,a6�4wbvrei.T.a+ p.Nva.�:P^fi<alan:am .Ivy+e Mnwi.:rv'ee W E4irvrvn V.SA m. • _i :i � uf<x ecce 1WOSyWm Ove Enyk.wW OAfs.x10]63] ,,",prof l111.6immmn-r1 r,.....r,I im.vaes.roialbia,. Cwonos,,aausp lye. m ayol QOn F. 0r,,.� The high-powered smart grid-ready -EnphaseEnphase IQ 7 Micro" and Enphase IQ 7+ Micro- IQ 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy', Enphase IQ Battery',and the Enphase Enlighten' monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple 1 " Faster installation with improved.lighter two-wire cabling '•l Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable • Optimized for high powered 60-cell and 72-cell'modules • More than a million hours of testing • Class II double-insulated enclosure UL listed _ a Smart Grid Ready • Complies with advanced grid support,voltage and frequency ride-through requirements • Remotely updates to respond to changing - grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) 0� The IQ 7+Micro is required to supporl72 cell modules. To learn more about Enphase offerings,visit enphase.com ',::�' E N P H A S E Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/I07PLUS-72-B-US Commonly used module pairings' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48V 60V Peak powertracking voltage 27V-37V 27V-45V Operating range 16V-48V 16 V-60V Min/Max start voltage 22V/48V 22V/60V Max DC short circuit Current(module lsc) 15A 15A Overvoitage class DC port II II DC port backfeed current 0A 0A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7e Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range' 240V/ 208V/ 240V/ 208V/ 211-264V 183.229V 211-264V 183-229V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 139 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 His 47-68 Hz AS short circuit fault current Du at 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit' 161240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0A 0A Power factor setting 10 1.0 Power factor(ad,nable) of leading...07 lagging 0.7 leading...071agging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 976% 975% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA ... 0° -._..___ ._..___ -...._.,..._.-_ ._.._._ . . -_ -..... Ambient temperature range -4C to Relative humiditymage 4%to 100%(condensing) Connector type(IQ7-60.2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional O-DCC-5 adapter) Connector type(IQ7-60-B-US&IQ7PLUS-72-H-US) Friends PV2(MC4 intermateable). Adaptors for modules with MC4 or UTX connectors', -PV2 to MC4:order ECA-S20-S22 PV2 to UTX:order ECA-S20-S25 Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mon(without bracket) Weight 1 08 kg(2 38 Cooling Natural convection-No fans Approved for wet l Dcations Yes Pollution degree PD3 Enclosure Class It double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEniighten monitoring options. Both options require installation of an Enphase IQ Envoy Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 N0.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 69012 and C221-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/ACratio.See the compatib'dity calculator at hnna/letabase comlemus/suovort/module-cornua"b m. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of Mcroinverters per branch In your area. To learn more about Enphase offerings,visit enphase.com :9 EN PHASE. 42018 Dophase Energy All ngins reserved.All uadenarks or brarlanced!are rlre property of Enphase Energy In, 201E-019n SNAPNRACK UR40 RAWNG SY51EMBOO' SHOWN MOUNTED ON ULTRA FOOT WITH SNAPNRACK yGpOplt yDyyQ90_ UNNERSAL END CUMPS FOR TILE MID CLWP, _ R P. _ ROOFING USE SNAPxRAUt IDLE •MR END OVERHNIG' – — RE%ACEMENT,UNIVERSAL TLE HOOK OR NOTTO E%QP1 M%OF —_ HATTIF NOOK SISTEMS, ACCEPTABLE RSR PAN STANDARD UG SU1EW SPEC ASSUMES SNAPNRACK UNEVERSAL END RAMPASSEMBLY,TTP., Na q.LAG STREW WITH 2%.WN. EMBmMEM OLIO Sl11UCnMAL MEMBER. TOROUESPFGFlGTONS' SN"NRACKROOF ATTACHMENT YiB NUR B BOLTS,10-16 FT-M SNAPMAK UR-90 RAR,TIP. (MODULE HUDDEN F00.WRRYJ RAILS CAN BE MOULTED ON ETHER ME OF ULTPA FOOT,UPSLOPE OR DOWNSLOPE FOR UNEVEN ROOF"PACB,U UEKE DETAIL A THE SNAPNRACK LEVELER EXTF D% 'WAIL SPAN'IS DEFINED AS LEVELING SPACER.SEE DETAII(5) DISTANCE BETWEEN 'VRW-DOC, 'URDETAi°U0.9p-009/'N \ ROOF ATTACHMENTS UNUTAO COW'.O0.DETNLS AND LIMRATONS. yA ...\\ "STRUCTURAL MEMBERDSH !MY REFER TO RAFTERS,PURLR6, BEAMS,OR OTHER SMUCnP LOADGMnNG MEMBfitS I STUPN WQIwD CLAMP,TYP: WRAP AAl]1BLY SH BE SELECTED TO INTCH PY MODULE 'MODULE OVERHANG' NOTTI ENQED 25%OF MODULE LENGHK OR MODULE N FACNRERS RECOMMENDATIONS SNAPNRACK ROOF ATTACHMENT LAG SCREWED INTO STRUCTURAL MEMBER. NO HASHING SHOWN MR WRITY. (� �P 6—BSM LLC DESIGNER: MAffentanner SGLE: DNS PA0.TNUMBERL: DFSLRIPIION:, REV ^ �'G1C91�� SWZ-6— DRAFlER: M.ARentr mer UR90-006 UR-00 TYPICAL LAYOUT K APPROVED BY: G.MCPhee rs DATE: 11(i0/20V SNAPNRACK Uki PAIL SHOWN SPICED REVISION: TOGETHER WITH THE SNAPNRACK ULTRA RAIL SPACE. 2'NUN 2'MP% KFO"-y"RAIL GAP R THERMAL EXPANSION TORQUE SPEaI CATONS'. ATSPUCES %1.0 NUTS&BOLTS,10-16 FT-LBS CENTER SPADE BETWEEN THE TWO BONDING 01PS AS SHOWN M"SMUG£ ADGNMENT UMDS'VIEW RAIL EDGE MUST NOT PASS SPLICE ALIGNMENT LIMITS THE CIP mGF.AS SHOWN. SNAPNRACK URAO PAIL, O TYP. SNAPNRACK BONDXNG CSP,TYPE 2 FOR BONDING ACROSS RAILS E n u"0-1B BOLT,S.S. I(y J� 5NAPNRACK ULTRA SPICE ASSEMBLY, CENTER ON RAIL GAP 31' SNAPNRACK ULTRA SNAPNRACK ULTRA SPACE,THRU SPLICE,TAPPED r=+/'� r`�T�n�/� Bumn6wI6 LLL OE5bGNER: M.Affenlianger afAlF: DNS PART NUMBER: DESCRIPTION: RF/ �SY Il�puvll Lbll`S� ^'^�"' — w DRAFTER: M.Affentamer UR96DDS UR-40 ULTRA SPLICE DETAILS A ' ' APPROVED BY: G.MCPheeters a'�' Penn FUSION 52 S.Broad Lansdale,PA 1944646 E T p l D • of f l A q (215)361-8040 May 2, 2019 Valley Solar 340 Riverside Or Northampton,MA 01062 RE: Gouvin Residence Lot 12 Hi gins Way,Northampton,MA 01060 Client Project#: 12GOUV PFE Project#: 192640 On behalf of Valley Solar,Penn Fusion Engineering LLC(PFE) performed a structural analysis of the roof at the above referenced location.The purpose of our analysis was to determine If the existing roof system is structurally sufficient to support the new photovoltaic moudles in addition to the code required design loads.Our analysis is based on the information provided by Valley Solar and Is Isolated only to the areas where the modules are intended to be placed. System Specifications: Total System Size: 9.38 kW/DC Panel Specs: (28)LG Solar-LG335NIC-AS Inverter Specs (28)Enphase-IQ7+ Racking System:SnapNRack-Series 100 UL The modules are to be located on the following roof plane: Mounting Rafter Rafter Horizontal Collar Collar Tie eaShingle Number of Ceiling Plane Size Spacing Span Ties Spacing Sheathing Type Shingle Layers Profile 1 2x8 16' 1Oft.01 n. N/A 0.. COX I/2" Asphalt I Flat The roof design has been analyzed in accordance with the 2015 International Residential Code and Massachusettes Amendments 9th Edition with design loads as follows: Ground Snow(1):40 psf Wlnd Speed M:ry 17 mph Mountingg Plane 1 The calculations for these structural members are attached. It has been determined by this office that the roof,as specified above, is adequate to support the new PV modules In addition to the code required design loading. Attach the module rail brackets to the roof with 5/16'lag bolts at 48 on center maximum with staggered penetration such that load is distributed evenly among roof members.Provide a minimum of 2"of penetration into the wood members. This office has determined that the installation of the PV System as specified above will meet the structural requirements of the 2015 International Residential Code with Massachusettes Amendments 9th Edition and ASCE7-10 when installed in accordance with the manufacture's instructions. If you have any questions regarding this analysis,please feel free to contact us. 1"o rys vo s Best Regards, z Penn Fusion Engineering LLC o �, M0iE1Y pp4ENk � lF0\E 110. abt1._ Andrew D.Leone, P.E. L "a, Principal 15rE� r 152 5.Broad St. . Penn FUSION Lans ale,*U19446 2758 Client Name: Valley Solar PFE Project Number: 192640 Client Project Number: 12GOUV Project: Gouvin Residence Address: Lot 12 Higgins Way Northampton,MA 01060 Description: Mounting Plane 1 Calculations By: ADL Date: May 2, 2019 Roof Construction 2x8 Rafters at 16"on center A= 10.88 in' Ix= 47.63 in Sx= 13.14 int Wood Species= Doug-Fir larch#2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 45 ' Rafter Span= 10.02 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Ps): 40 psf Design Wind Speed: 117 mph Live Load: 20 psf Dead Load: 6.25 psf PV Modules: 4.24 psf Wind Calculations Directionality Factor(Ka): 0.85 Topographic Factor(Kn)'. 1 Velocity Pressure Exposure Coefficient 0.7 (K,): Importance Factor(0: 1 Velocity Pressure(q,): 20.85 psf Tributary Square Footage on 10.83 ftz Component: Component Roof Pressures: 22.45 /-28.63 psf Snow Load Calculations Exposure Factor(CJ: 1 Thermal Factor(CJ: 1 Importance Factor(0: 1 Flat Roof Snow Loads(Pt): 35 psf Roof Slope Factor(C,): 0.625 Sloped Snow Loads(P,): 21,9 psi Unbalanced Snow Load: 40 psf Member Calculations Bending Md: 845.38 fli lb: 772 psi Load Duration Factor(Cd): 1.15 Stability Factor(CQ: 1 Wet Service Factor(Cm): 1 Temperature Factor(Cr): 1 Size Factor(CF): 1.2 Flat Use Factor(C,,): 1 Incising Factor(Ci): 1 Repetitive Member Factor(Cr): 1.1 5 Fb: 900 psi Fib: 1428.3 psi 772m1428.3 OK in Bending Shear Vd: 337.37 Ib f,: 46.53 psi Load Duration Factor(Cd): 1.15 Wet Service Factor(C.): 1 Temperature Factor(CT): 1 Size Factor(CO: 1.2 Flat Use Factor(CN): 1 Incising Factor(CJ: 1 F.: 180 psi F'J: 207 psi 46.53<=207 OK in Shear Deflection Live Load Deflection(4): 0.16 In L/757 OK In Live Load Deflection Total Load Deflection (Ar): 0.2 in L/600 OK in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 ft1 Component: Uplift Pressure: -28.63 psi' Uplift per Lag: -310.15 lbs Lag Screw Diameter: 5/16 In Allowable Withdrawal per Inch: 490.99 lbs/in Minimal Screw Penetration: O.63 in Install 5/16"diameter lag screws®48 on center with minimum penetration of 2"Into rafter.