The URL can be used to link to this page

17A-030 (6) 17 STERLING RD BP-2019-1445 GIs#: COMMONWEALTH OF MASSACHUSETTS Map-,.Block; 17A-030 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit. Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Categorv: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permits BP-2019-1445 Proiect# JS-2019-002337 Est.Cost:$22926.00 Fee:$75.a PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License. Use Group: VALLEY SOLAR LLC 077279 Lot Size(so.ft.): 12545.28 OWner: COFFEY JOHN zonine: RI(100)/URA(100)/WSP(loo)/ Applicant.• VALLEY SOLAR LLC AT: 17 STERLING RD Applicant Address: Phone: Insurance: PO BOX 60627 (413) 584-8844 WC FLORENCEMA01062 ISSUED ON:611912019 0:00:00 TO PERFORM THE FOLLOWING WORK.•20 PANEL SOLAR PV ROOF ARRAY-6.7KW 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 OccuoancY situ atum: FeeTYoe: Date Paid: Amount: Building 6/19/20190:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit A L - 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413587-1272 Plot/Site Plans -- Other Specify APPLICATION TO CONSTRUCT,At TER,RIM" FQjt#)FCV�OEMC LISH A ONE ORR TWO /FAMILY DWELLING SECTION 1 -SITE INFORMATION ig P— ! --/`&s- 1.1 Property Address: jUN 18 2019 1 his section to be completed by office 3 v DEPT OF eWLDMGINSPEOTION Lot O Unit NORTHAMPTON,1 01060 Overlay District Elm SL District Ca District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: JOffN C&fffy 17 STEeU &i els; k5W&Ur0j"C b2 Nam Print) Current Mailing Address: U —,r/D -.SRUJ Tekphone a'. oriz're .2 Authd A ent: Valley Solar LLC PO Box 60627, Florence, MA 01062 Name(Print) A& Cunenl Mailing Address'. Vlr 413-584-8844 Signature Tekphone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed bpermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Consttttdion from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+6) / Check Number This Section For ORicial Use Only Building Permit Numb Date Issued Signature: �' 16- Building CammissionerAnspador of Buildings Date Ihasbrouck @ northamptonma.govinfy EMAIL ADDRESS (REQUIRED; CONSACTOM Iaf.S012f r i Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Dnparm am Lot Siu Frontage Setbacks From Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage a/e (Wi mea minus bldg&pavd akin #of'Parking Spam Fill: wlume&Location A. Has a Special Pemdt/Variance/Finding ever issued for/on the site? NO O DONT KNOW O YES IF YES,date issued: IF YES: Was the permit recorded at the R "stry of Deeds? NO O DONT KNOW YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, bo of water or wetlands? NO O DONT KNOW O YES Q IF YES, has a permit been o need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: C. Do any signs exist on a property? YES O NO O IF YES, describe s' e, type and location: D. Are there any pr posed changes to or additions of signs intended for the property? YES O NO O IF YES, des be size, type and location: E. Will the co truction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will isturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. r I SECTION 5.DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ rReplIcan's"remtEWimlonsis Alteration(.) E] Roofing E] ors Accessory Bldg. ❑ Demolition ❑ Signs [0] Decks [0 Siding Other iX rel 1 Q� �S'ull Sl s,olar Bref Desch I s 1p7ja UILwprkonC � DyO / pc-/ r Alteration of existing bedroom_Yes_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Bar If New house and or additionto existing housing,complete thefollowlirm a. Use of building:One Family Two Family Other b. Number of roams 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? I. Method of heating? Fireplaces or Woodstoves Number of each -g: Energy Conservation Compliance: Masscheck Energy Compliance to"attached? In. 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_No. 1. 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, : bI 'n t-.vl.l as Owner of the subject property hereby authorize Valley Solar LLC to act ?If,' II matters relative to work authorized by this building perm application. s//3, Si elute of Own Date I, Valley Solar LLC aacwnwAamodzed -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. l U2r Prim Name /7 Signature of Ownei/Agent Dile SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder' License Number Steven Silverman CS-077279 Address Expiration Date 268 Fomer Ropo, houthampton, MA 01073 6/21/2020 SigL tolephone 4 P& 413-584-8844 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Valley Solar LLC 186338 Address -Eviration Date, PO Box 60627, Florence, MA 01062 Telephone 413-584-8844 10129120 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.157§25C(6)) Workers Compensation Insurenca affidavit must be completed and submitted with this application.Failure to provide this affidavit val result in the denial of the issuance of rhe buildin permit. Signed Affidavit Attached Yes....... N0...... O City of Northampton Massachusetts x DEPARI?ID.R1P OF Br/ILDZPG IN3P&CPIOa3 212 Main Sttaat •Nunieipil Building Q \� NoiNampton, Mi 01060 Mj,�'YV1�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 property licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: k 'I St�!29 ILD (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) 611,9 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. lit(bwaeonrea/tk ojbfassorhnseffs DepalYmtal ojlndaueial Ateidentd Off—Of I11-sfigalions dol/Wmiiltgloa Simet Boston.AL4 02111 MIPw.nsys&goY/dm Workers' Compendium Insurance Affidavit:BudderAt('Ontmetorstl'.ketrielams/Plumbem ADDlkanl Infortnadom Please Print IzZibb, i-ba :unmvRvskg niratkonadividuan- Valley Solar LLC Addres 340 Riverside Drive PO BOX 60627 City/Slatd7.ip:Florence, MA 01062 pyrone 0: 413584-8844 Are ym an employer!Check the appropriate hen: Type of pcolect(repetred): _ 1.10 1 an a employe with 11 4. ❑ I am a general ao ftaq r and f anpinya le(full andbr pparti er- have hired the vUb-cnntra�Yurx 6. ❑New mnsoupion 2.❑ 1 am a snk prolxinoror partner- listed on Ure muclnd slUsar. 7. ❑Rentudcling ship and have no employees Ibm sub-mmaim,have 8. ❑Demolition working for me in any capacity. employees and have workers' INuweaktss tterlp.itliCJrnC insurmwe� 9. ❑Building additim reyuirerl.l 3.❑ We arc a('aP*ation and in 10.❑Electrical repairs a.dditiwn 3.❑ 1 am a homeowner doing all work offims have eSe vis d thew I L❑Plumbing repairs or additions myself.(No workers'comp. right o1-e5elnption per MOI. 12.❑Rnof rtypirs insurance nquired.l r c. 152.§I(4),and we have no employ',thio 13.®OtherSO1ar imp.i m terve,"uimd.l •Aw aW.r✓a b drdshn rt nu.:.Y...141 ivi.Y.aiarim Ye4•••Ja•Baw+r•and+'ngv..an Nay a4nnas t INaM rann••la.nexnn rhes amu��n inlmlu�lM ere dnm,•all wry aN dm Mrc•a•akmrracbsrmrq wknn a nca'arrJ.rn�Nra^fivah Klve'v1w•lb ia�i.M1n M1m n�u.i:n�:ai J a�altiiw�rtJ�ia�i lanm_na vaeurJnvLoauz4sad mr.Ha�A wne lhv.wfa+lm•e rn�pxrycu Ii9r aa�•mnmMo lmcnnpxnw�llwy inw rym.Jclhz ..u4ri amp bray n.r�a Iamen ergdger r4nlispreWaling r.'orAm'a'erxpelntlren noon arjim,aty mpfeytea idmrbskepaficymdjobaw W-nu dm. ��,�s,� Insuranoc Canpany Nanw: '-be alMtjk'M P.iicy n a sef-i.e Lii�e:WC531S620647019 I piroom Dw_. 2111r2020 JobSiteAddresJ ' Spl / a —F/G" a,/Wyrdy( O L Attach a copy of the workers'coupwastatil.pudcy declaration page(showing the policy number and expiration date). Failure to secure coverage m required under Section 25A of MGL c. 152 an ked to the imposition ofcrimial penalties ora file up to S1,5W.OD and/or ale-year inWri5amem.as well as civil penahies in the four ofa S"FOP WORK ORDER and a fore of W w".00 a day against the violmor. Be advised that a copy ofthis"meas may be tiowaNed to the Olfim f Invesligatians oftlre DIA fa kUwraax coverage verifwatiun. I&hereby reran ardef l tpeINS end p(e/gNies of a iaJar.m mu pmrihY show it true ewd ranter. simature, pDereg: 413-584-8844 0AFdalawauly. Do naf eTNe in lhi1 arn,bbr ragr/e/N bn'ri11'wanrrroBletnL City,or Tower: Rrmitll]cease k Inning AalhMity(circle one): 1. Boat ofHMth L Building Department 3.Cilyfrowu Clerk 4.Fleetriral Inspertor 5. Phomhri..g Inspector C Other Cmtart Penne Phoeec'l: Penn FUSION Lan152 S.Broad SL Lansdale,PA 19446 ' _ E n p l O Y Y r l ny (21 S)361-8040 June 18,2019 Valley Solar 340 Riverside Or Northampton,MA 01062 RE: Coffey Residence 17 Sterling Rd,Florence,MA 01062 Client Project A:17COFF PFE Project F: 193223 On behalf of Valley Solar,Penn Fusion Engineering LLC (PFE)performed a structural analysis of the roof at the above referenced location.Thepurpose of our analyysis was to determine if the existing roof system is structurally sufficient to support the new photovoltaic moudles in adtlition 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. sysm teSpecifications: Total System Size: 6.7 kW/DC Panel Specs: (20)LG Solar-LG33 SN I C-AS Mverter Specs:120)Enphase-1Q7+ 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 2x8 16" 7h. 31n. N/A V, COX 1/2" Shingles halt 1 Flat 2 2x4 16' 13ft.Din. NIA 0' COX 112- Shingles 1 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(Pl):40 psf Wind Speed(V): 117 mph Mounting 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. Mounting Plane 2 The calculations for these structural members are attached.R 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 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. II OF Ino 3L�ry, aS9C Best Regards, Penn Fnfiorl Engineering LLC i� MIXiEa'WPEN�C sN j LEOVE J J •.. NO 5]GL1 Andrew D.Leone.P.E. Principal .FIs tc 11Penn FUSION 1525. A 1944. E r 9 1 r, e e f I ny Lansdale,PA 19756 Q671640-2758 Client Name:Valley Solar PFE Prolect Number: 193223 Client Project Number: 17COFF Project: Coffey Residence Address: 17 Sterling Rd Florence, MA 01062 Description: Mounting Plane 1 Calculations By: ADL Date:June 18, 2019 Roof Construction 2x8 Rafters at 16 on center A= 10.88 1,2 Ix= 47.631 Sx= 13.14 In° Wood Species= Doug-Fir Larch#2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 23 ' Rafter Span= 7.28 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Pe): 40 psf Design Wind Speed: 117 mph Live Load: 20 psi Dead Load: 4.8 psf PV Modules: 3.26 psf Wind Calculations Directionality Factor(Kd): 0.85 Topographic Factor(K„): 1 Velocity Pressure Exposure Coefficient 0.7 (KJ: Importance Factor(D: 1 Velocity Pressure(q,): 20.85 psf Tributary Square Footage on 10.83 W Component: Component Roof Pressures: 14.03 /-57.53 psf Snow Load Calculations Exposure Factor(CJ: 1 Thermal Factor(CJ: 1 Importance Factor 01: 1 Flat Roof Snow Loads(P1): 35 psf Roof Slope Factor(C,): 1 Sloped Snow Loads(P,): 35 psf Unbalanced Snow Load: 40 psf Member Calculations Bending Md: 425.02 ft-lb fb: 388.12 psi Load Duration Factor(Cd): 1.15 Stability Factor(CL): 1 Wet Service Factor(C,): 1 Temperature Factor(CT): 1 Size Factor(CI): 1.2 Flat Use Factor(C,): 1 Incising Factor(Cl): 1 Repetitive Member Factor(C,): 1.15 Fb: 900 psi F'b: 1428.3 psi 388.12<=1428.3 OK in Bending Shear yd: 233.38 Ib f,.: 32.19 psi Load Duration Factor(Cd): 1.15 Wet Service Factor(C.): 1 Temperature Factor(CT): 1 Size Factor(CF): 1.2 Flat Use Factor(Qu): 1 Incising Factor(C): - 1 F,: 180 psi F',d: 207 psi 32.19<=207 OK in Shear Deflection Live Load Deflection (A): 0.04 In L/1972 OK in Live Load Deflection Total Load Deflection(OT): 0.05 In L/1641 OK in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 Rt Component: Uplift Pressure: -57.53 psf Uplift per Lag: -623.25 Its Lag Screw Diameter: 5/16 in Allowable Withdrawal per Inch: 490.99 lbs/in Minimal Screw Penetration: 1.27 in Install 5/16"diameter lag screws®48 on center with minimum penetration of 2"into rafter. 152 S.Broad $t O Penn FUSION Lansdale.PA 19446 E n g i n al • s I n g (267)640-2758 Client Name: Valley Solar PFE Project Number: 193223 Client Project Number: 17COFF Project: Coffey Residence Address: 17 Sterling cl Florence, MA 01062 Description: Mounting Plane 2 Calculations By: ADL Date:June 18,2019 Roof Construction 2.4 Rafters at 16'on center A= 5.25 Ine Ix= 5.36 in Sx= 3.06 int Wood Species= Doug-Fir Larch#2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= is. Rafter Span= 12.97 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Pe): 40 psf Design Wind Speed: 117 mph Live Load: 20 psf Dead Load: 3.87 psf PV Modules: 3.15 psf Wind Calculations Directionality Factor(Kd): 0.85 Topographic Factor(K„): 1 Velocity Pressure Exposure Coefficient (K, 0.7 7 Importance Factor(1): 1 Velocity Pressure(q,): 20.85 psf Tributary Square Footage an 10 83 ftr Component: Component Roof Pressures: 14.03 / -57.53 psi Snow Load Calculations Exposure Factor(C,): 1 Thermal Factor(CO: 1 Importance Factor(0: 1 Flat Roof Snow Loads(Pt): 3S psf Roof Slope Factor(C,): 1 Sloped Snow Loads(P,): 35 psf Unbalanced Snow Load: 40 psf Member Calculations Bending Md: 1317.87 ft-lb fb: 5163.91 psi Load Duration Factor(Cd): 1.15 Stability Factor IQ: 1 Wet Service Factor(Ca): 1 Temperature Factor(CT): 1 Size Factor(Cr): 1.5 Flat Use Factor(CO: 1 Incising Factor(C): 1 Repetitive Member Factor Cr): 1.15 Fb: 900 psi F'b: 1785.38 psi 5163.91>1785.38 No Good in Bending Shear Vd: 406.53 Ib f,: 116.15 psi Load Duration Factor(Cd): 1.15 Wet Service Factor(Cu): 1 Temperature Factor(CT)'. 1 Size Factor(Cr): 1.5 Flat Use Factor(Ctu): 1 Incising Factor(Cq): 1 F,: 180 psi F,): 207 psi 1]6.1 5<=207 OK in Shear Deflection Live Load Deflection(4): 3.96 in L/39 No Good in Live Load Deflection Total Load Deflection(AT): 4.65 in L/33 No Good in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 ftz Component: Uplift Pressure: -57.53 psi Uplift per Lag: -623.25 Its Lag Screw Diameter: 5/16 in Allowable Withdrawal per Inch: 490.99 lbs/in Minimal Screw Penetration: 1.27 in install 5/16"diameter lag screws @ 48 on center with minimum penetration of 2 Into rafter. Penn FUSION t52 ®pad larssdak,PA 19446 E r g 1 n e e r I n v (267)640-2758 Client Name: Valley Solar PFE Project Number..- )93223 Client Project Number: 17COFF Project: Coffey Residence Address: 17 Sterling Rd Florence,MA 01062 Description: Mounting Plane 2 Calculations By: ADL Date:June 18,2019 `tE EpF N 6vLAO J2 �EXISTING RAFTER NEW SISTERED P,! T ! r;FL. \—SCHEWII BELS AND NAILING REt (nf. r1EF T�. New Slstered Rafter Size: 2x8x8'Doug-Fir Larch#2 or better' Nailing Requirements: (2) I Od Nails @ 12'on center with(3)additional I Od Nails at each end I Od = .12'shank diameter x 3'long minimum Note:Apply repair to each rafter under PV system 'Suitable Alternate Species: -Spruce-Pine-Fir#2 or#1 -Southern-yellow-Pine#2 or#1 t fi PROIER COMPONENTS Y ROOT MYy ! -.i (1C - 01 NPHASEIQTPWS MI ROINVERTERS(N) SNAPNRACK ULTRA,RAIL RACKING(N) t _ INTERIOR WALLOi NQUSE �E O MAIN SERVICE PANEL IES !` t FYRRIORWALLOFNOUSE •r �t� T w © SOUR W COMBINER BOX INI MA SMART GENERATION METER INS tE ♦. AC DISCONNECT(N) aUTILITY METER(E) aNINv CURM: JOHN COFFEV 17 STERLING RD FLORENCE MA 01062 1 ; i . vyri ^ 91TE REAR ` £� inewx NNN coFTEv BIIF/i'GRF99 116T—ERIMpR� ` ,� ttnX MRRIM3 V� BVBTEM9Ri 6JklYWW I.RYW<C � )ey mW IC IEYOI 13,WAM eo.svrs,,:EE -18r s'lo�mv lv�nwew IRy5o1..SaW t - �- < = • Bea [ MRP tlnR T:: ;2013 Time Mose j — >my urE.ilv�v crt.� s. peWH w EIEC.MENNVF IF 0 0 r 17 STERLING RD ;1 aCe NORTHAMPTON OYmer ROCKETT JOHN J&LINDA C. 'i CRTef AdIre55: �l 17 STERUNO RD FLCRENCE IJA 01152 1 IBug"Vidus $110,900 �1 Lana Valve $90.900 t Otho VRI r:n115 Po.,,n +� rola valor I Assesermin µ+maa.sua wpr�.m. ,I LM SIxe aimiw.r•w '�'.I.m.0<w.rxro 1 La$19eM P LR319ea 0 USa COee" It Swrliry RGe0.FlMentt.MA YPar Suitt' @ M'ARRANT'DTFD Zoon yt �j KNOW ALL PERSONS RY THEW,PRESENTS TUT I,LINDA $� ROCKETT,aM .a 119Nn1ug Rmd.H..Mama �e Q1 FOR CON9NkRATION PAID OF I WO IIIINDRFO rHIRTY-SIX a� = THOUSAND TWO HUNDRED FIFI YIS?1R.±5RW)DOLLARS �. PLOT LINGO GRANT TO JOHN M.COFFEY AND MARY H.COFFEY,Hiu .0 Wilb. �� TUwN NY mie Frllmy,NJI ORm Sw4MiIruN.('orvN<Ywl G4Y�1tldrY1latl Ie (� N'im W'.,V-.. 011E N.F Nf IY a e ewoneYe Il A vilhYe ur FlnrtMe, NonINTIN+n.UNJ[fIY^.rauln�Yo.TS on.phn ennllaG, M.Eue '�IreU AA,--Mwa Man in N4M Pun.Mam.P.ebnP^Y w Uv P.cvame+a GUN IkIaMr IP.1456.byWN',FnrdnR ReR GF.,xN.'M1PW umu1N L9t®YJRRL�Nalxa '{ Orange Box xim NwnPRirt Cuwly R<Yiay oflhNy Ylap Bw•k SL Pqo a8 e141-d `1 ale w„11MOMMVIN�ymoTn PV Array Location kv4+ y ......ir3eeaaw -lar uNureeN�aoa� e { arArz.eeR view � urz:ulvaR ...�.ww FaRSm:u 2 ecc NaAurR. r . . . . . Isolation Device between Company NEC 210.181q(1Be) MOD Rt2 i meter and DER Imerier IDT MISS Output+t.OA x 14.1M 10 ImnRer 107x MAF OuSEA•121A R B.7.2M 4 — 2 + - AC Isolation Devices Tool Syeom"ut 212SA.1.25.SESoA RE w"SIVACHifVSi) { CMCDR5 -3 SMART Meter 1 la xAC . . . . . . . . . . 3 4 Ac cembm..eeR__, + 10 q B 10 11 12 ueoe14AD DIein CB DiEm M TO/FROM 1U /� EWn ^ UTILrrY la�m WSE. FMRIERSIIIFW[°C _CRI Sim,. aonx , xCUE°C vov Final �p{4 nIw ut.,ocuT E. .k tt!�t Soc 6j Inwifll t.w Snoop RxX Roof Mount «i...wo.«uw xEeRo.°Eaerm 1VOLTAGE System Dn1FE OpYILT DewAT FWeeMy 2 WARNINGI PHOTOVOLTAIC POWER SOURCE 2.SOLAR w MODULE(LG335N1CA5)20S pnel4. 'FNMMeerrNo cu4solr,ctieFTrM 3 SOIM w AC COMBINER BOX MS.output 41.WJIOAM IErFEEEep4W 1.) AMw 4 UTILITY GENERATION METER 3.DgAC MK:ROINVERTERS(B)ENPHASE IOTPLUS, nanrrm erNee 6 PV SYSTEM AC DISCONNECT RNMAC Output Cur14vR: 2� (14)ENPHASE IDT fan( OEWeY IYr 21.25AAC Nomlngl OMrRWp Vo114De:240VAC ELECTRICAL DIAGRAM i 4.Js0X(076041AD)S.Wd.a AMC RRbtl Combin., I WB B RAPID SHUTDOWN SHUTDOWN SWITCH FOR SOIM Box BSeMd on roof .F"P'Mw EEA W AN SYSTEM(nifi i«) n S.AC COMBINER %-10-AMI-240.3)3x AC 2M SmIErl Btpl T WARNINGI ELECTRICAL SHOCK HAZARD TERMINALS nnuriu.°RI`n°" £! nancb(MISS BOA).5A bwov b bed Envoy.Enphne 0n°° r Suw ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED SITE ON JOHN COFFEY it IO Envoy GEWny.Produclon CTS. I1°°i°Slol IN THE OPEN POSITION Sere..IS B nST�EREIuetb— �, B.MA SMART GEN METER(utility owned)Socket Is,o^^jr°I' now ER BWARNING BUBBAR I9 ENERGIZED FROM 2SOURCES noseuc InglelMd for Way.SMART GenE,.b.n mMer prey,. mW .1. UTILITY GRID AND PHOTOVOLTAIC SYSTEM SVEreuSIu enwot Sm WAG T.AC DISCONNECT IDG221 URB)30A 240VAC SIDE B WARNINGI INVERTER OUTPUT CONNECTION DO NOT I (WISnM o Jubty TwWr) w,Wy Pon FnaN.ar 1.1 RELOCATE THIS OVERCURRENT DEVICE f S.AC DISCONNECT 2 Spice bM mMx.SEA CS uMrwEE Pn enpNe«�M S 10 SOLAR v.ermru<IME RSsue.aX. e system OCPD pyv ER y... a 11 WARNING]UTILITY METER ENERGIZED BY 2 SOURCES Vg(�1rBy PoWe,�IR, 9."IN SERVICE PANEL LOM MAN.100A BUS.by ongWWp.l®1 fieAMNanel At4 12 UTILITY SERVICE METER �Jpt9T ....vMrmr.eor Eng MISS of mRln Co. B 10.UTILITY METER(216752N)1201240.1 PH,3W { xnE.SEEMnv r RATE..N,1,Y w pWWX.LR 3 EIEC NEUWNN ..s. LG NeON 2 LG's new module,LG NeCIN°2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires 60 cell to enhance power output and reliability LG NeON®2 OSE A as Cc demonstrates LG's efforts to increase cusmmel's values beyond efficiency.It features enhanced warranty,durability, I InLermk performance under real environment,and aesthetic design suitable for roofs. :. Enhanced Performance Warranty High Power Output Cc—paren rntnpmnpusmotleG.the t6 Na0N' , has been designed to significantly enhanced,output efficiency,thereby making R efficient eren m limned spate. Aesthetic Roof ® Outstanding Durability LG NeON°2 has be:i With its newly reinforced frame design,LG has e%Lended thinner we,that si, the warranty of the LG NeOW 2 bar an additional The product may he:.. 2 years.Additionally LG NeON"2 ran endure a front a property wrth res, load up to 6000 Pa,and a rear load up to 5400 Pa, Better Performance on a Sunny Day � Double-Sided Cell Structure r LG NeON'2now performs better on sunny dor v The rear ofthe cell used in W Neth 2 wit contribute to to its improved temperature coefhclenty generatan.lust Ilke the from,the tilt beam reflected from the rear of the module is reabsorbed to generate a great .��.. wf adMoc�aipnver •Lout LG El.ci LGcv,ush',IS a y,by A,a,who az has been um. IteJWdpentlwgrY5[apaotghe.on sue1re� lar 9y hisne,1aslit Ngrouene tun' wth m�9me We mbaM1eb nn a solar i9y i r..mn inrn m V,si 1985 , ,od by lG cr,s,r,b-pan ontlwheV.,M.....ry,an.m mtlmw nywes zafully idnetl tl 411nnu%h ^ m sr k,am in Vunnl 20l 0,wrhl e. co3[ �nuntnes m me Idlowiny 2 yn—J—fter In 2013 LG press (nl--,Awun es Mone% ..ONlwnn"In4rtolu Pwnvl'I wM1i rM1 pampa LLi it[heIealerainmveLrm mtM1e mtlus[y LG NgON z Mechanical Properties Electrical Properties(STC') Cells ModlWe L633WC-AS COO Vendor - I' . -- Mad..Power(Pmaxl 335 Cell type Mci y p/N-nlv- MPP VWbge(Vmpe) 3d1 Cell Dimenslans 1M1t / t /nn `e..¢e. MPP Currt.j1d,pp) YP.3 - •af Bushar li(MI W uzha? Open Crcm[Vol[ag_e(Voc) Olmmaans(LaW xH) 'Pi 116,4- SM1 C ui[Current(Isc) ' MWWV Efficiency- - -- - Fra,Load rc!I,, OPeraoing Tempeaamre ..-. . . Bear Load l .l'a Nwmum Synem Vdvge Wei9M.. Be.i -. U.—.Series Fou Rxing _ .. Conne[tar Type MC4 PPwer Tgmantr l%) 0 '� Junction aaa IPfiB 11 3eypa11 Diodes z Cables _ IDOOmmxiez _ __ _ •n.+sn'.•.y. mm. ....n�,Yaw�, , .� . �norvi Glazs MgM1 Tranzmissbn TemperM GWss Frame MOOrtM/lumin Electrical Properties(NOCTa) Certifications and Warranty —.— Module LG335N1C-A5 _ Certificacimrs IECfiL315_JEC 6t]30-'�-1 „-, _ _ Mawmum Power(Pma) ---247 UL _ MPP Vo¢uJe(VmpP)..__,_. _. 313 EC 617 _._.. IEC 61]01(Sal-,I ancrest) MVP Im 7B3 Nrrmr( ppl -__ IE' .]]lb(Amnioma OPenC.,..,Voltage(Va[) 39] —.— MWW,Ftre Rrtormmu(USA) - FireFpWng(CANADA) nLLrCB '0 Rod.wavnrtY_ Oucput Wamnry of Pmax noY.° Dimensions(mm/in) Temperature Characteristics NOCT _ ___ .. _ __ _ _ ___..__ Isc OOJ%/°C Characteristic Curves — - `-- - amw � I ® LGa,m.., a, o IG EI USAI •• ra Gwe lana sv A E a ..annan wm63z yr � C.VY'9M nlOP LG Ek al Fta..vN Imvwaom/ora�[m L/e Z� —1pWAa—nange.mm 0 /GI�301] wwx ❑� a FnpFlzsc M1-0icro!nvertel;; Enphase �tligh-p eds�� Enphase IQ 7 Micro"and Enphase IQ 7+ Micro- IQ 7 and IQ 7+ dramatically s mplify the installation process while aedhietrg the highest system efficiency. M ieroi nverters 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 ,K• >u • Faster installation with improved,lighter two-wire cabling 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 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) U� The 107+Micro is required to support 72-cell modules. To learn more about Enphase offerings,visit enphase.com ENENPHASE EnphaseIQ 7 and IQ 7+ Microinverters INPUT DATA(DC) 107-60-2-US/107-60-B-US 107PLUS-72-2-US/107PLUS-72-B-US Commonly used module pairings' 235W 350W+ 235W.440W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48V 60V 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 lard) 15A 15A Overvoltage class DC port 11 11 DC port backfeed current 0 A 0 A PV array configuration i x l ungrounded array,No additional OC side protection required. AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) 107 Meralnverter 107+Microinverter Peak output pourer - 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)volig gelrange' 240 V/ 208 V/ 240 V/ 208 V 7 211-264V 183229 V 211-264V 183229 V Maximum continuous output current 1.0 A(24C V) 1.15 A(208 V) 1.21 A(240 V) 1,39 A(200 V) Nominal frequency 60 Hx 60 Hi Extended frequency range 47 fib Hz 47-66 Hi AC short circuit fault current over 3 cycles 5.8 Arm. 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 III III AC port backteed current OA 0A Power factor setting 10 10 Power factor(adluseble) 071suding _071a,mg 07leading 071agging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 976% 976% 975% 973% CEC weighted efficiency 97.0% 97.0% 970% 970% MECHANICAL DATA Ambient temperature range -40°C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(10760-2-US A 107PLOS-72-2-US) MC4(or Ampher l H4 UTX with additional p-DCC-5 adapter) Connector type(107-60-B-USB 107PLUS-72-BAUS) Friends PV2(MC4intermateable). Adaptors for modules with MC4 or UTX connectors: -PV2 to MC4.order ECA-S20-522 -PV2 to UTX.order ECA-S20-S25 Dimensions(WxHxD) 212 mm x 175 mm x 30.2 him(withont bracket) Weight 1.08 k9(2 38lbs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree P03 Enclosure Class II 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 MyEnllghten 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 Me 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 N0.1071-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC 2017 section 690.12 and C221-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. I Noenfmceeoeucrarm.see me cOmpanbinly ceicularor ai ntUs./renphase_cpm[sn4 supGC Lmodum-c.rultr ill 2.Nominal voltage range can be extended beyond nominal it,equued by the utility 3 Limits may vary Refer 10 local requirements to define the number of microinverlers per branch in your area. To learn more about Enphase offerings,visit enphase.com EN PHAS E -_°ate Lnphve Enegy NII nghrs iese ved All trademarks pi brand:used are 0,prcceM of Erna,Lmv9y h° 201e 52a WPNR=URH PAIL SHOWN SPLICED REVISION: TOGETHER WITH THE SNAPNRAIX ULTRA 1. 6�N701Z ILLN'ffid�J1L RAIL SPLICE. 2. %'-%-RAILGAP VIA FORmERMAL IXPANSION _ TORQUE SPECIFICATIONS: -AT SPUC6 %00 NUTS h BOLTS,10-16 FT-U3S CENTER SPUCE BETWEEN THETVro BONDING C AS 5 N IN SNCE y ALIGNMENT LIMITS VIEW WUL FDGEMLE7NOT VAss SPLICE ALIGNMENT LIMM mE CUP EDGE,AS SHOWN. TVA. Vwul, SNAPNRACN SONDW G CUP,T'FE I MR BONDING ACROSS PAILS B i EG•0-I8 BOLT,SS FUPNR CENTER ON RAIL N RAIL G SPLICE ASSFMO'Y, CM 31• SNAPNRAIX ULTRA SNAPNRAIX N.IAA SPLICE,TAPPED 'NCE,mRII I^ II�.. su+vi Sru�N LLC DBI K: M.ATTenWB r SCALE: DNS PART NUMPEa: OESCa1PDON: REV ^O !F':_II� i11 �II�.1h�LN �•� DRAFLEn: MAHentr , DATE: U",_W UR40 ULTRA SPLttE DETARS A — APPROV®EY: G.M[➢heeles11/7/2017 SNAPNRAD(UR-W RACKING SYSTEM REVC:ION: Sip WN MOUNTED ON ULtAA MO W0, SNAPNRACK -0JIl33RPIL LEMffillL Jil UNIVERSAL ENO LUMPS.FOATILE MID LUMP, ROOFINGUSESNAPNRACKTILE -RAIL ENO OVERHANG TMP' — REPIAMMENT,UMVERSLL TIDE HOD%OR NOT TO IXCEED 34%OF — FLAT TILE HOOK SYSTEMS. ACCEPTABLE RAIL SPAN — STANDARD UGSCREW SPEC ASSUMES SNAMPAQ(UNIVERSAL END CLAMP ASSEMBLY,TP. %V UG SCREW WITH 2%-MIN. EMBEDMENT INTD STRUCRIRAL MENEM TORQU%T N SPE BOLTS, 1NS: SSe"O NUTS&BOLTB.10.16 Ff-L85 SNMNRACK OR-AR RAIL,TP. SNAPNROp(RNFATTACIIMENT (MOODI£HIDDEN MR CLARITY) PAILS CAN BE MOUNTED ON EITHER SIDE OF ULTRA�,UPSIDPE OR DOWNSLOPE. MR UNEVEN ROOF SURFACES,MUM DETAIL A THE SNAPNIUO(IPVEUR EXTENSION UNEUNG SPACER.SEE DETAILS) -RAIL SPAN'IS DEFINED AS VkM)-001,""URW-DOB/"URAD-D09,"& - ///```DISTANCE BETWEEN "UR10.010,•FOR OETAIW AND ROOF ATFAOTMEWS UMRATIONS. ~A MAY REFER TO RAFTERS,WRLWS, BEAMS,OR OTHER STRUCTURAL, LOADGWRYING MEMBERS I FUPNRAIX MID CLAMP,TYP:J CUMP ASSEMBLY SHALL BE SELECTED TO MATCH N MODULE 'MODULE2R%OF E Ni OR MODULE ANUFA MOOUI£ LEN!'RI OR MODULE COMME CNRERS RECOMMENDATIONS SNAPNMIXROOFATTACHMENT U 3 SCREWED INTO STRUCTURAL MEMBER. NO HUSHING SHOWN MR CUMY. Bmvun BwN LLC DESIGNER: M.AfF¢Ohdi10BT SCALE: DNS PART NUMBER: DEARIWION: REV 2UJ1yIF I� IJh i�s4'!I ^^'••�'^^^`°�` v. DRAMR: M.AlIRUIM, ger URMO-006 UR-0O TYPICAL LAYOUT A N APPROVEDm G.McPheebm DATE: 11/30/201]