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10B-067
47 WATER ST BP-2019-1231 GIs#: COMMONWEALTH OF MASSACHUSETTS Mlag;al9Lk: 1013-067 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A) Cateeorv: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Perini # BP-2019-1231 Proiea# JS-2019-001989 Est.Cost:$30502.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const,Class: Contractor: License: Use Group: VALLEY SOLAR LLC 077279 Lot Size(sa. ft.): 25351.92 Owner., RIDDLE BOB L&MARGARET H Zoning: URB(100)/RR(0)/ Applicant. VALLEY SOLAR LLC AT. 47 WATER ST Applicant Address: Phone: Insurance: PO BOX 60627 (413)584-8844 WC FLORENCEMA01062 ISSUED ON.51912019 0:00.00 TO PERFORM THE FOLLOWING WORK.•29 PANEL PV ARRAY- 9.715 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 Find: 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 5/9/20190:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Department use only City of Northam ton status f Pe h: f Building Depart ent YAY 2 Q gb C ri y Pe mh �. 212 Main St t Sewer/ eptic vailabiliry '.I ROOM 100 ell A ailabiliry o'i Northampton, MA 1099 NbAT�nMvipH!N ecn of S ructural Plans phone 413387-1240 Fax - Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION q , 1.1 Property Address: This section to be completed by office Map i V 13 Lot 667 Unit 47 Water St Zone overlay District Leeds MA 01053 Elm SL District CS District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Bob L and Margaret Riddle 47 Water St, Leeds, MA 01053 Name(Pnnl) Current Mailing Address: 413584-9442 Telephone Signature 2.2 Authorized Agent: Valley Solar LLC PO Box 60627, Florence, MA 01062 Name(Prim) Current Mailing Address: 413-584-8844 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed bpermit plicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 8 3. Plumbing Building Permit Fee #,764. Mechanical(HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+5) o`L Check Number This Section For Official We Only Building Permit Number: Date Signature: Issued: Building Commisaionemnspech r of Buildings Dete Ihasbrouck @ northamptonma.gov �� y info EMAIL ADDRESS (REQUIRED; CON CTOR�OIar.SOlar 1A1�� NaTb r t'i�("(Nw iNSFFLTI0NJ RETa 1 RbD „ H'A S au.a y a Section 4. 20N I NG7 All Information h4at Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filledin by Building 1b,panment Lo[Sim Frontage Setbacks Front Side L lR L: lR Rear Building Height Bldg.Square Footage Open Space Footage % (Im area minus bldg a paved chin #of'Parking Spaces Fill: volume a Location A. Has a Special Permit/Vartance/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 arse or is B 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. l SECTION S.DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Afteradtln[s) Rwnng ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs 1171 Decks [O Siding(01 Other[ solar Brief Desjn1° °loin t Workori ©f n Qq VCV4 bar PV OLY! �!�-6yg M.Ti IS low : Alteration of existing bedroom_Yes_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet w.H New house and or addition to existina hou31na. complete the following. a. Use of building '. One Family Two Family Other b. Number of rooms In each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of healing? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction L 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? Yea No. I. Septic Tank_ City Sewer Private well City water Supply SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES t� —, F1OR BUILDING PERMIT I, MaraQ rK—IC�LI�� as Owner of the subject property hereby authorize Valley Solar LLC to act on my behalf, in all matters relative to work authorized by this building permit application. il IZ /`1 SignaWre of r Data I, Valley Solar LLC as CawwfAuthorized 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 Paris as of perjury. P nt Name Z? Signature pf(TwrerlA and Dale 1 SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor. Not Applicable ❑ Name of License Holder License Number Steven Silverman CS-077279 Address Expiration Delo 268 Fomer R n MA 0107 6/21/2020 Signature hone 413-584-8844 9. Reaistered Home Improvement Contractor, Not Applicable ❑ Company Name Registration Number Valley Solar LLC 186338 Address Expiration Dale PO BOX 60627, Florence, MA 01062 Telephone 413-584-8844 1012-MU SECTION 10.WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.162,126C(e)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure,to provide this affidavit VAU result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes.......V No...... ❑ L PLAN LEGEND 7� ROOF ARRAY { -(39)LG33SN1C-A5 SOLAR PV PANELS F 417)HOUSE-LANDSCAPE -(111 GARAGE-PORTRAR e {19)ENPHASE 107PLUS MICROANVERTERS HOUSE -SNAPNRACK ULTRA RAIL SOLAR E MOUNTING SYSTEM a a INTERNAL WALL OF ROUSE I SOLAR PV COMBINER BOK(N) MAIN PANEL(E) i EXTERNAL WALL OF HOUSE t yI © UTILITY METER(E) MA SMART GENERATION METER(N) 1 AC DISCONNECT(N) tt O L� c SITE PIAN YiIs EXISTING TRENCH gpR)�pIFIDR k� GAR,a6ti wiee"Wmnemeoet�aw���m. !EI N neTtusia ea,s.woc e.,� to ° s�roKE�ewml avuixrus laaow..un.. Valley ro[maamlMutise p ILS a �! W. I)t f i a , iPV Array Location i y !1 � (p 1� • �t �l ss. ft PLOT LINES 4i u l� f` +! 51 WAVR wasae.uc ft�lP 0.r r ILS tar e¢ �` ecueeff�rx L f � 1.WARNINGI PHOTOVOLTAIC POWER SOURCE r 2.SOLAR PV AC COMBINER BOX –r 3.UTILITY GENERATION METER 4.PV SYSTEM AC DISCONNECT _ Rated AC Output Cuverm 35.09A l PV. PV c' .i _- „ „ AC Nominal Operating 240VAC Votte9e: 1 S.RAPID SHUTDOWN SWITCH FOR a - M SOLAR PV SYSTEM a 6.WARNINGI ELECTRICAL SHOCK LINEENE AND LOADI SADES MAYOBE ENERGIZED IN THE OPEN 1 PV PV P': - PV — - ].WARINING BUSBAR IS Z g ENERGIZED FROM 2 SOURCES 1 UTILITYGRIDAND PHOTOVOLTAIC SYSTEM i OCPD Cticuladm+e: S.WARNINGI INVERTER OUTPUT [S NEC 210.19(AK1)(a))Inverter I07 CONNECTION DO NOT xRELOCATE THIS OVERCURRENT Max Output 43.S625AA x29=35.09A DEVICE 9.SOLAR PV 10.WARNINGI UTILITY METER ENERGIZED BY 2 SOURCES � it.UTILITY SERVICE METER 1I � - n Inveer Trio SeXinaa:1.WARRAY(Ulbnap N Rack Roof Mount System e-Rail)S —1 mil l,mi.wW« W mEIRD.arw rse ram 2.SOLAR W MODULE(LG335N1C-A5)29x perleb.Max output ELECTRICAL DIAGRAM 41.0VI10.49A oexuvnaw rnmlvcwexm me..e 3.00/AC MICROINVERTER(IO7PLUS-72-2-US)29x Enphasa amw mel«.men : D"•nn nam. luriawaexewn amxn+o �y 1074 Max outpu[240VN 1.21A rim.,emre.+n ,wRwme om.w' �[ 4.J43OX(Soledeck)Soladeck Peas-through enrol.. n«mel: IMEGIlm99e1®f r r S.AC COMBINER(X-O-AM1-240-2 M)EnphalO Envoy Gateway U10' �r Me vrxw m e+ui eRE NE48 hM9 producton ROM,Max BOA.3x AC 20A Breaker/branch.SA umnrm«m' oa xv ne I ..e. uasmsa breaker to feed Envoy.Production CTs. m+u) - mmaaa v+rawoc 6.MA SMART GENERATION METER(IIIMltyowneC)Socket oaa+o?re ° r am installed for Utllitys SMART Generation meter p«Flgwx wx. an fi01Gm99®MBlptl 1({ 7.AC DISCONNECT(DU222RB)60A 240VAG(adjacent to uSAty amt vakyeewuc law R..msww i meter) u vme ml w mw .w 9.S lLV ME-r E (1 9l MAIN,200ABUS,45A Inverter GCPD ummw.y rs0 wmw.ma'– a �ue3. p�evs Dlemalars.seu�w 9.tfTILf1Y METER I#59180]2]1120I240V,1PH,3W . orwlq}IYI nwmw«ml a IBL' rrv.snsow.sor L aV.F9EEVTV rvww Is Dxre ua+e a1 _ ow.w��aLw City of Northampton Massachusetts a F ' 1 LaPARTk&aT OS SUTLDIIPO INSPECTIONS 212 Main Strut •Municipal Buildings. i NartTaapton, !e. 01060 Y yjP�c 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: q-n Vj� s� .&� m�3 (Please print house number and street name) 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) Ll LT Signature o r 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 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 01111 www.mass govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/Indisiduap: Valley .Solar LLC Address: 340 Riverside Drive PO BOX 60627 City/State/Zip: Florence, MA 01062 Phone #: 413-584-8844 Are you an employer?Check the appropriate box: Type of project(required): 1.EA I am a employer with 11 4. ❑ 1 am a genera)contractor and I 6. ❑ New construction employees(full and/or pan-time)." have hired the sub-contractors 2.ElI am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition workingfor me in an capacity. employees and have workers' Y Pn 6' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.' required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repair;or additions myself. [No workers'comp. right of exemption per MGL 12❑ Roof repairs insurance required.) c. 152, §1(4).and we have no employees. [No workers' 13.0 Other Solar comp. insurance required.] •Any applicanrthat checks bu,41 most also fill out the section helow showing their workers'compensmion policy information. 'lion ooters also submit this affho it indicating they are doing all work mid then hire outside contractors must submit.new atrdas it indicating sueh. tUmmoictors that check this hos must attached on additional sheet shoeing the nacre of the sub-commctors and state whether or not those entities tine employees Ifthe sub-enteractom bare employees.thei must pm%ide their uorkers'comp.policy number. I nm nn emplgrer d..r A1"oviding nrorkrrs'compencarirnr iniurance for nn enWlarees. Belou A the policy and joh site information. Insurance Company Name: Liberty Mutual _. Policy#or Self-ins. Lic.b: f 1`NC15t3318620647001.r9� Lxpiration Date: 2/01/2020rk � +� Job Site Address: W9 tI x11 ` ,y- c 71 Cit,/Stace/Zip: � Akk 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 rine up to$1.500.00 and/or one-year imprisonment,as well as civil penalties in the form of a S IOP WORK ORDER and a tine 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. I do herebp cerrJ6 er rhe pains abed pemild oo/pyrimy that the information provided above it true soul correct. Signature: / �� k 7V�bl Date: 2— Phone#: 413-584-8844 Official use only. Donor write in this area,to be completed by ci0•or frown officisl Civ, or Town: Permit/License# Issuing Authority(circle one): 1. Board orlieallh 3. Building Department 3.Ctly?own Clerk 4. Electrical Inspector S. Plumbing Inspector 6.Other Contact Person: Phone#: ® LG Innovation for Life's Good a Better Life LU i'v,Iei, jiv z OEMMIII LG's new module,LG NeONO 2,ad opu Cello technology. Cello technology replaces 3 busbars with l 2thin caves ^ 60 cell men hence power output and reliability.LGNeONa2 OVE CE I \ demonstrates LG's efforts m increase customer's values - beyondefficiency.It features enhanced warranty,durability, Warier performance under real environment,and aesthetic design suitable for roofs, to has been designed to significantly enhance its output Enhanced Performance Warranty (,[11I'fI{'1'1I¶'1II•� High Power Output, LGNe01112 has an enhanced performznce rwrranr; [ll]f111I1f11 Compared vrich previous models,the LG NeOW2 the annual degradation has fallen from-06%/yr 0.55%/yr Even after 25 years,the roil guarantees l ]` efficiency thereby making It efficient even In limited space. more output than the previous LG NeONa 2 modules. j' Aesthetic Roof ® Outstanding Durability �''Illli�llfli�ll1�1`I'li"lilll�l' LGNeDNm2has been designed vitM1aesthe � IyreinforredframedesgnLGhe,ext=nded thinner wires that appearall black at a distac- ty of the LG NeON-I for an addconal The product on,help mcreaze he value of -dditionally,LG NeON' 2 can endure a 4ont a property with its modern designload ep to 6000 Pe.and a rear load up to 5e 00 Pa. Better Performance on a Sunny Day �� Double-Sided Cell Structure LGNe0Nm2nowperfonnsbetteronsunny daysthanl- Lherezrofthe cell usedin LG NeONe 2 will contributeto \1[tltltlflf� colts Improved temperature coefficiencY generation.lust Ws the from,the light beam reflected from :he rear of the module ,reabsorbed w ganeraae a great ofaddiuoaalpover. About LG tleavonle; IG Eleco- aalAI Oapr w1n Las Lae tcln evOxnAn9 rt 'r,"Ybay.onew ou," HNtVre,ry my,t n.Jnr co dC•e gas.vine.Id LG Gro rill tN ml-:o e e,cou Tr an u[ry ary natV #Al s,dn vafi M nID wM1 . m31 in Me ... fw-r,2 l em, .,. al o 13 is .ee✓:1111-11.n"M—rc-"em— c v.,'Ni GC Ne leni —nine is rpuonero, LG NeON ' 2 WM= Mechanical Properties Electrical Properties(STC d) CeBz _6 x 10 Module LG335NIC-AS Cell Vendor -__ - _G _ Maxi mum Poavm(Il _- -, 335 Cell Type__. ___ Monot�stalline/N-typeMPP Voluge(Vmpp) Cell Dimendmn_ _ 1617 x 1617 mm 16 mciez MPP Cement(Impp) 933__ eof Buebar 12(MI.w,e Boz6aQ Open Cil Vol V.) 410 Dimenzians(L x Wx N) 1606.1015x40 mm Shoe Circuit Cureed ill 1049 66.30 x 40 x 1.51 inch Module Efficimry 19.6 Front Lwd 6000Pa Operating Tempwaturc -dl Rear Wad 540pPa Maximum Sysamn Nonage 1000 Weighe 1Bk9 All Series rude a ating 20 _ - ConneftorTyPe - Ml Power Tolerance(%) 0-e3 1-60f! IP68 wAh 3 By,—codes -1tt(,-av<1acaimm)unaixv 1 mawl.Ihhm TnwenweI Cables 1000—x2w tie nnwpwezwer.,muneewee .e .. Tn p.i.Nq,nneeeeMmisaYlNMln Mrunte�KOWan]a-:Ov Glass Ngh Tranznez can Tempered Glace Frame Anodieed Aluminium Electrical Properties(NOCTe) Certifications and Warranty Modu4 _ LG335N1C-A5 Certifications IEC61215.IEC 61Ti0_t/-2__,_-,--__ Maximum Paeeer(P..) ----47 --UL 1703 _ MPP Voltage(Vmpp) 31_5 __ EK-51 70,6811 me,corrosi ,-Q MMPP elmna(IWP) _ 763 IEC627161Am mac---,_can test)_..- Open Circuit lb g.Noc) 3e2_ _ 1509301 _ S n Circuit Cunne(Isc) B4q Module Fra Performance(USA) Tyoel r+.r+•+�.•u an. .:......_n i v..,. ., Fire Bating/CANADA) -- -- Class CfULC 100DCA03)-- Pmdutt Warnn[y 12 pis output W.rou,.fPmu- —---Line — _ Dimensions(mm/in) -lit Temperature Characteristics NOCT P'^PP -031%J•( lar 001-11C Characteristic Curvet xT - i ® LG NGo•E'h4rt A'6�zn.e,T... P.oen2 sP+m eopnramwL;v*�rn e�an9e Mmen non« ❑a r i❑� lSA .11 t GaA 1JfJ5M EWtnro0 C8(f.. IL.63' I x 1i 1 NJ.?'J E _o ses•.ei ImmdmlmaEeme.Lle Enphase The high-powered smart grid-ready Enphase IQ 7 Micro' and Enphase IQ 7+Micro' IQ7 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 ' s cwt Faster installation with improved,lighter two�vvre cabling Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable - Optlm12ed for high powered 60-cell and 72-cell*modules • more than a million hours of testing • Class II double-insulated enclosure UL listed _ 4 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 10 7+Micro is required to support 72 cell modules. To learn more about Enphase offerings,visit erephase.com EN PHASE. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) 107-60-2-US/107-60-S-US 107PLUS-72-2-US/107PLUS-72-B-US Commonly used module pairings` 235 W-350 W+ 235W-440W+ Module compatibility 60 cell PV modules only 60-ce11 and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27V-37V 27V 45V Operating range 16V-48V 16V-60V Min/Max start voltage 22V/48V 22V/60V Max DC short circuit current(module Ise) ISA 15A Overvoltage class OC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x l ungrounded array:No addluonal OC side protection required, AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) 107 Mic1niroprter 107+Miceinverter Peak outputpower 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(UL)voltage/range' 240V/ 208V7 240 V/ 206V/ 211.264 V 183-229V 211-264V 183-229 V Maximum continuous output current 1.0 A(240 V) 115 A 1,208 V) 1.21 A(240 V) 139 A(208 V) Nominal frequency 60 Ha 60 Hz Extended frequency range 47-68 Ha 47-68 His AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit' 16(240 VAC) 13(208 VAC) 13(240 VAC) 11(208 VAC) Overvoltage class AC port 111 III AC port backfeed current 0A 0A Power factor setting 1.0 10 Power factor(adjustable) C 7 leading...07 lagg ing 071eadiag 0.71agging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 976% 97.6% 97.5% 91 Is CEC weighted efficiency 970% 970% 970% 97.0% MECHANICAL DATA Ambient temperature range -40°C to+bS°C Relative humidity range 4%to 100%(condensing) Connector type(107-60-2-USB 107PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional 0-DCC-S adapter) Comlectortype(107-60-8-US 6107PLUS-72E-0S) Friends PV2 Qui intermateable). Adaptors for modules with MC4 or UTX connectors: Pi to MC4:order ECA-S20-522 PV2 to UTX'.order ECA-520-525 Dimensions(WzHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weigh 1 08Ing(2 38 Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double-insulated corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 61 outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase 10 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 8, CAN/CSA-C22.2 NO.1071-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64218 Rapid Shutdown of PV Systems,for AC and OC conductors,when installed according manufacturer's instructions. 1.No enforced DD/AD ralm,See the Compatibility calculator at compRDLouily 2.Nommal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary Peter to local requirements to define the number of microinverhas per branch in your area. To learn more about Enphase offerings,visit enphase con EN PHASE. ?12018EnphaseEnergy ;41ripshserned All vademarks or brands used rte la'cpetlyol Enphase Energg Inc. 20181 SNAPNRACK UR-50 RACKING SYSTEM I REVISION: SHOWN MOUNITED ON ULTRA FOOT WRH SNFPNRAO( UNNERSAL END CLAMPS.FOR WE HID CLAMP, ROOFING USE SNAPNRACK TILE 'RAR END OVERHANG' REPIACEMENI,UNIVERSAL TILE HOOK OR �,CC NOT TO EXCEED 34%OF — — FIATTIIEHWK5YS7EM5. / ACCEPTABLE PAIL SPAN STANDARD IAGSOIEW SPECABSUIES SINPNPAfY.11N1VFA5ALEW CW1P ASSEMBLY,WP. Y,.V LAG SREW WITHzS' EMBEDMENT INTO TICIUAL MEMBER. / TOROUS smaFICAMONS, SNAPN0.4CN ROOF ATTACHMENT Xe'0 NR$B BOLLS,IO-l6 RdBS SIUPNMCK URiD MR'TP' (MODULE HIDDEN FOR CIAAII'0 RAILS CAN BE MOUNTED ON EITHER SIDE OF MTM MOT,UPSLOPE OR DOWNSLOPE. EOR UNEVEN ROOF SURFACES,MLRE �EfAII A WE SNAPNRACK LEVELER"NOON LEVELING SPACER.SEE OEIAIL(B) �� "MIL SPAN'IS DEFINED AS 'URW-001,"URAD-DOB,"'VR50-DO9,•& DISTANCE BETWEEN LR40-010;MR DETAILS AND � �ROOFATTACHHENTS UMITAMM. 1 T "SIRUCN ,PLiER(S)' j IMEAMS,OR 0.AFTR5•PURLINS, j BEANS,0R $TLUCI LOADtAl10.TIXG MEMBERS I 4LVNUIX MIO MW,wP' QAIP ASSEMBLY SXF1L E sEIELTm TD NUTa w MOQUE •nD VLE 25%OF H W IE NOT M DULED16%OF MORS LENGTH OR MODULE MANUFCOMME DA71O S ftECOMMENpATI0N5 SNAPNRAIX ROOF ATTACHMENT LAG$CREWED IMO SIRUC RAL MEMBER. NO FUSXING SHOWN FOR MRItt. f . _ SUM saMuc D—ER; M.AffiaM MIeI SCALE: DNS PARTNLMBEA: DESCRIPTNNt REV jr ILs�J "" �•' DRMER: M.ARenb R,xp, UR904)06 UR40 TYPIM LAYOUT A ' APPROVED BY: G.MTPh¢¢ters d'�' 11/30/2017 Penn FUSION152 S. Broad SL ` E n p l n e ® r l n q Lansdale, PA 19446 (215)361-8040 April 23, 2019 Valley Solar 340 Riverside Or Northampton, MA 01062 RE Riddle Residence 47 Water St,Leeds MA 01053 Client Project i):43RIDD PFE Project a: 192541 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 analyysis was to determine if the existing roof system is structurally sufficient to support the new photovo talc moudles in additlon 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: 9.72 kW/DC Panel Specs: (29))LG Solar-LG335NI C-A5 Inverter Specs:(29)Enphase-IQ7+ Racking System:SnapNRack-Series 100 UL The modules are to be located on the following roof planes: Mounting Rafter Rafter Horizontal Collar Collar Tie Sheathing Shingle Number of Ceiling Plane Size Spacing Span Ties Spacing Type Shingle Layers Profile 1 2x4 24" 1Oft. 01 n. N/A 0" COX 1/2" Shingles 1 Flat 2 2x8 16" IOft. Oin. N/A 0" C0X 1/2' ph SFAsIt 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 ff: 50 psf Wind Speed M: 116 mph Mountlnpq Plane 1 The alculatlons for these structural members are attached. It has been determined by this office that the rafters as specified above, exceed the allowable span for the total design loading.Attached are repair details that, when Installed will render the roof design structurally 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.Provide a minimum of 2'of penetration into the wood members. Mounting Plane 2 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. 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. Best Regards, Penn Fusion Engineering LLC o iN j Lt.4t Andrew D.Leone, P.E. Principal ~' �L'CictE sCci�E�� 152 S.BroagSt. Penn FUSION Lansdale, PA 19446 E n u l n e u r i n to (267)640-2758 Client Name:Valley Solar PFE Project Number: 192541 Client Project Number: 47RIDD Project: Riddle Residence Address: 47 Water 5t Leeds,MA 01053 Description: Mounting Plane 1 Calculations By: ADL Date: April 23, 2019 Roof Construction 2x4 Rafters at 24"on center A= 5.25 int Ix= 5.36 in4 Sx= 3.06 int Wood Specles= Doug--Fir Larch k2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 34' Rafter Span= 10.02 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Pg): SO psf Design Wind Speed: 116 mph Live Load: 20 psf Dead bad: 4.17 psf PV Modules: 3.62 psf Wind Calculations Directionality Factor(< ): 0.85 Topographic Factor(K,J: 1 Velocity Pressure Exposure Coefficient 0.7 (K,): Importance Factor(0: 1 Velocity Pressure(q,): 20.5 psf Tributary Square Footage on 1083 ftt Component: Component Roof Pressures: 22.06 / -2&14 psf Snow Load Calculations Exposure Factor(Ca: 1 Thermal Factor(CJ: 1 Importance Factor(0: 1 Flat Roof Snow Loads(Pr): 35 psf Roof Slope Factor(C,1: 0.9 Sloped Snow Loads(PJ: 31.5 psf Unbalanced Snow Load: 50 psf Member Calculations Gentling Md: 1450.14 ft-lb fb: 5682.18 psi Load Duration Factor(Cd): 1.15 Stability Factor(CO: 1 Wet Service Factor(Cu): 1 Temperature Factor(CT): 1 Size Factor(CF): 1.5 Flat Use Factor(Cm): 1 Incising Factor IQ: 1 Repetitive Member Factor IQ: 1.15 Fb: 900 psi FV 1785.38 psi 5682.18>1785.38 No Good In Bending Shear Vd: 578.96 lb f,: 165.42 psi Load Duration Factor(Cd): 1.15 Wet Service Factor(Cu): 1 Temperature Factor(Cr): 1 Size Factor(Cr): 1.5. Flat Use Factor(C,,): 1 Incising Factor IQ: 1 F,: 180 psi F,): 207 psi 165A2<=207 OK in Shear Deflection Live Load Deflection (4O: 2.64 In L/45 No Good in Live Load Deflection Total Load Deflection (Or): 3.06 In L/39 No Good in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 Rt Component: Uplift Pressure: -28.14 psf Uplift per Lag: -304.87 lbs Lag Screw Diameter: 5116 in Allowable Withdrawal per Inch: 490.99 lbs/In Minimal Screw Penetration: 0.62 in Install 5/16'diameter lag screws @ 48 on center with minimum penetration of 2"Into rafter. Penn FUSION 152 S.Broad St. Lansdale, 4 19446 _ E ng l n e o r l n a (267)640-2758 Client Name: Valley Solar PFE Project Number: 192541 Client Project Number: 47RIOD Project: Riddle Residence Address: 47 Water St Leeds,MA Ol OS3 Description: Mounting Plane 1 Calculations By: ADL Date: April 23,2019 k P• 1 v !X I ,'C1t1=1✓ 1 1 J� 5E1 __—_—. _ _ A'iC `JPiLIPIF RE�(pF=HEIITS New Sistered Rafter Size: (2)2x4x8' Doug-Fir Larch#2 or better- Nailing Requirements: (2) 1 Od Nails @ 12'on center with(3)additional 1 Od Nails at each end I Od = .12'shank diameter x 3'long minimum Note:Apply repair to each rafter under PV system -Suitable Alternate5 ecies: -Spruce-Pine-Fir#2 or#1 -Southern-yellow-Pine#2 or#1 Penn FUSION Lansdale,52 S. Broad {t ale, 1944646 ' l :�E n 4 I n e e r l n a (267)644 0-2758 Client Name: Valley Solar PFE Project Number: 192541 Client Project Number: 47RIDD Project: Riddle Residence Address: 47 Water St Leeds,MA 01053 Description: Mounting Mane 2 Calculations By: ADL Date: April 23, 2019 Roof Construction 2x8 Rafters at 16'on center A= 10.88 in' Ix= 47.63 in 4 Sx= 13..14 ins Wood Species= Doug-Fir Larch#2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 34' Rafter Span= 10.02 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Ps): 50 psf Design Wind Speed: 116 mph Live Load: 20 psf Dead Load: 5.33 psf PV Modules: 3.62 psf Wind Calculations Directionality Factor(Kd): 0.85 Topographic Factor(Kr J: 1 Velocity Pressure Exposure Coefficient 0 7 (K,): Importance Factor(1): 1 Velocity Pressure(q,): 20.5 psf Tributary Square Footage on 10.83 ft' Component: Component Roof Pressures: 22.06 ) -28.14 psf Snow Load Calculations Exposure Factor(C,): 1 Thermal Factor(q): 1 Importance Factor(0: 1 Flat Roof Snow Loads(Pr): 35 psf Roof Slope Factor(CJ: 0.9 Sloped Snow Loads(PJ: 31.5 psf Unbalanced Snow Load: 50 psf Member Calculations Bending Md: 986.14 ft-lb fb: 900.54 psi Load Duration Factor(Cd): 1.15 Stability Factor IQ: 1 Wet Service Factor(Cral: 1 Temperature Factor(Cr): 1 Size Factor(CF): 1.2 Flat Use Factor(CO: 1 Incising Factor(CJ: 1 Repetitive Member Factor(C,): 1.15 Fb: 900 psi Fib: 1428.3 psi 900.54<.1428.3 OK In Bending Shear Vd: 393.71 Ib f.: 54.31 psi Load Duration Factor(Cd: 1.15 Wet Service Factor(Cm): 1 Temperature Factor(CI): 1 Size Factor(Cd: 1.2 Flat Use Factor(Cr,): 1 Incising Factor(CJ: 1 F;. 180 psi 207 psi 54.31<=207 OK in Shear Deflection Live Load Deflection (40: 0.2 in L/606 OK In Live Load Deflection Total Load Deflection (4r): 0.23 In L/514 OK In Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 fit Component: Uplift Pressure: -28.14 psf Uplift per Lag: -304.87 lbs Lag Screw Diameter: 5/16 In Allowable Withdrawal per Inch: 490.99 lbs/in Minimal Screw Penetration: 0.62 In Install 5/16"diameter lag screws Y)48 on center with minimum penetration of 2"into rafter.