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10-002 (5) 401 KENNEDY RD BP-2019-0915 GIS 4: COMMONWEALTH OF MASSACHUSETTS Map:Block: 10-002 CITY OF NORTHAMPTON Lot: .001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category' SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-0915 Proiect# JS-2019-001532 Est. Cost $2918000 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const Class: Contractor., License: Use GTOup: VALLEY SOLAR LLC 077279 Lot Size(sp.fl.} 83199.60 Owner: PALCHES JAKE Zoning? RR(100)/WSP(100) Applicant: VALLEY SOLAR LLC AT.- 401 KENNEDY RD ApplicantAddress: Phone: Insurance: PO BOX 60627 (413) 584-8844 WC FLORENCEMA01062 ISSUED ON:3/6/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.•INSTALL 40 PANEL SOLAR ROOF MOUNT ARRAY - 13.4 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 Sienamre• FeeTYpe: Date Paid: Amount: Building 3/6/20190:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner S r Department use only �yr..,ajr City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 WaterNJell Availability Northampton, MA 01060 Two Sets of Structural Plans _ phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify. APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION X5 1.1 1.1 Emperor Address. This section to be completed by office 401 Kennedy Rd, Leeds MA 01053 Map t� Lo[ ()0 0- Unit Zone Overlay District Elm St.DisVict CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Jakob Patches 401 Kennedy Rd, Leeds MA 01053 Name(Print) Current Mailing Address- 617-893-6001 Telephone Si alure441 2.2 uthoriud Aaent: Valley Solar LLC PO Box 60627, Florence, MA 01062 Name(Pont) f Curren Mailing Address. L A 413-584-8844 SignaWre 61 Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by Dermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) �- 5.Fire Protection 6. Tota[=(112-3-415) $29,180 Check Number This Section For Official Use Only ate Building Permit Nuber: Is msued. Signature: 3;15(19 Building Cammissipnerllnspedor of BuiMings Dale Ihasbrouck @ northamptonma.gov info�a Valle solar.solar EMAIL ADDRESS (REQUIRED; """" CON ACTO 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 A Budding lkpartment Lot Size Fronta e Setbacks Front Side L' RL: R. Real' Building Height Bldg.Square Footage Open Space Footage (Lot ore.minus bldg&Poved ,arkin ) k of Parking Spaces Fill: pzdume&Lomiion 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 pan of a common plan that will disturb over t 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 Alteration(s) Roofing Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [o] Decks [p Siding[p] Other I>( solar Brief Description of Proposed Work: Installation of 40 Panel solar roof mount array System size 13.4 kW DC Alteration of existing bedroom_Yes_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement _Yes No Plans Attached Roll -Sheet ea.If New house and or addition to existina housing, 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? I. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masschedc Energy Compliance form attached' h. Type of construction 1. Is construction within 100 fl.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_Nc . I. Septic Tank_ City Sewer_ Private well_ City water Supply_ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Jakob Palches as Owner of the subject property hereby authorize Valley Solar LLC to ad on my behalf,in aII matters relative tc work authorized by this building permit application. Signature f is I, Valley Solar LLC as r 4X /Authonzed 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. �.UPO.vI I,UEtwl/1�=C� Print Name Signature of Owner/Agent - Date SECTION 6-CONSTRUCTION SERVICES 6.1 Licensed Construction Supervisor: Not Applicable D Name of License Holder'. license Number Steven Silverman CS-077279 Address Expiration pale 268 FOmer Roa outham ton MA 01073 6/21/2020 Signalu lephone � , 413-584-8844 6. Registaretl Home Improvement Contractor: Not Applicable D Company Name Registration Number Valley Solar LLC 186338 Address Expiration Date PO Box 60627 Florence MA 01062 Telephone 413-584-8844 10/27/18 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit Signed Affidavit Attached VeS.......V No...... D City of Northampton QMassachusetts e`''� <, PEPAATASAT OF BOILDIAG INSPECTIONS 212 Main St—t Municipal Building Northampton, Mp 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: 401 Kennedy Rd Leeds MA 01053 (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) Signature of Permit App ica wrier 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. ACO® CERTIFICATE OF LIABILITY INSURANCE DA 01L130)201e�) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If Me certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. N SUBROGATION IS WAIVED,subject to the term.and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In HER of such eadomearent(s). PRODUCER NAME'. Barbera Cyril Webber&Gpnnell PHOtlE.EM_ (413)586-0111 ac,Nei (413)58646681 0 NDnh King Street AODREss: bglynkleWla@webberandgramaLcom INIURERN)BOGROING COVERAGE NAILM Northampton MA 01060 INSURENA: Arbella Pmtaction 41360 INSURED INSURER BWCAR-Liberty Mutual Valley Soler,LLC. INSURER C-. Aim.Stevan swerman IrvSUaea O: P O Box 60627 INSURER E'. Florence MA 01062 tNSURERF' COVERAGES CERTIFICATE NUMBER: ExP2Itl21) REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMSINBRI . LIR TYPE OF INSURANCE Iry p Wyp POLICYNUMBEN MMN MSup NN LIMITS X LOMMERCNL GEXEML LIABILRY EAOH OGGUGGENCE $ 1.000,ODO GLAIMSMADE O oLLUR PREMISE$ E—c-mm $ 100000 Ucy ..EXE(. one perecn) $ 5,000 A 8500063]55 0210112019 0210112020 PER_NAL n Aov wduav s 1000,000 GEN AGGREGATE LIMIT APPLIES PER'. GENERALAGGREGATE S 2,000,000 POLICY OJE� LOC PROOUCTS.COMPIOP AGG 42,000000 OTHER'. O MBINEO$NGL LIMB AUTOMOBILE LIABILITY Es acmes 81,000,000 ANY AUTO BODILY INJURYts"Bacn) $ A owrvEp X sCH"ALED 102003]691 02101/2019 021012020 BODILY INJURY IPa,amdan0 s AUTOS ONLY AUTOS HIRED NON1WNED PROaccRd7 MAGE $ X Auro$ONLY X AUTO$ONLv (Par uninsured mmGnst$I s 100,000 X UINAEUGADAB X OCCUR EACH CLLURRENCE E 5000,000 A E%LESS UAe cwmswlAOE 4600063756 02/0112019 0210112020 AGGREGATE 5 5,000,000 pep X RErennpN$ 10,000 s WORKERS COMPEN$ATON X STATUTE ERH AND EMPLOYERS'LUIBILEY YIN 500,000 B ANY PROPRIETOP/PARTNER/EXELUPVE O tll• WC531Sfi2064]019 021012019 0210112020 EL EACH ACCIDENT S OF". BE EXCLUOED9 EL.DISEASE-Ea EMPLOYEE S 500000 (Myaendanny in AN) O ESC VVION OF OPERATIONS Sd°W E.L.DISEASE-POLICY LIM17 5 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS IWHICLES LAGGED 101,PEEILImal Rumps°SCMtlule,may Ge soc0ed It more apace is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN "'In Crarre Information Only"' ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORMED REPRESENTATIVE ®1988-2015 ACORD CORPORATION. All rights Reserved. ACORD 25(2018101) The ACORD name and logo are registered marks of ACORD } FUSION 52 S.Broad z Lansdale, PA 1944646 (215)361-8040 February 19, 201 9 Valley Solar 340 Riverside Or Northampton, MAD]062 RE: Patches Residence 401 Kennedy Rd,Leeds,MA 01053 Client Project#:401 PALO PEE Project#: 191638 On behalf of Valley Solar, Penn Fusion Engineering LLC (PEE)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: 13.4 kW/a Panel Specs (40) LG Solar- LG335N1 C-A5 Inverter Specs. (40)Enphase -IQ7 Racking System:SnapNRack-Series 100 UL The modules are to be located on the fallowing roof planes'. Mounting Rafter Rafter Horizontal Collar Collar TieShingle Number of Ceiling Plane Size Spacing Span Ties Spacing Sheathing Type Shingle Layers Profile 1 2x6 16" 13H. Fin. N/A 0" CDX 112" AsphaltI Flat Shingle, h ogles 2 2x6 16" 7ft. Bin. N/A 0" COX 1/2" Asphalt 1 Flat Shingles The roof design has been analyzed in accordance with the 201 S International Residential Code and Massachusettes Amendments 9th Edition with design loads as follows'. Ground Snow(P9). 40 psf Wind Speed IV): 117 mph Mounting Plane I The calculations 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 designloading. 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 5116' 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 A5CE7-10 when installed in accordance with the manufacture's instructions. If you have any questions regarding this analysis, please feel free to contact us. OF �ar-'r,a. Rest Regards, Penn Fusion Engineering LLC o \ Y I+\ L L Andrew D. Leone, P.E. Principal /rNrAL tN.� 3 FUSION 52 S. A 19 46 Lansdale, PA 19446 (267)640-2758 Client Name. Valley Solar PFE Project Number. 191638 Client Project Number: 401 PALC Project: Palches Residence Address: 401 Kennedy Rd Leeds, MA 01053 Description: Mounting Plane I Calculations By: ADL Date: February 19, 2019 Roof Construction 2x6 Rafters at 16"on center A... 8.25 in' Ix= 20.8 in° Sx= 7.56 in' Wood Species= Doug-Fir Larch#2 FM= 900 psi Fv- 180 psi E= 1600000 psi Roof Slope= 27 Rafter Span= 13.5 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(P.)'. 4D psf Design Wind Speed: 117 mph Live Lead: 20 psf Dead Load. 4.57 psf PV Modules: 3.37 psf Wind Calculations Directionality Factor(Kd)' 0.85 Topographic Factor(K,,): 1 Velocity Pressure Exposure Coefficient (K,_ 0.7 Importance Factor(0: 1 Velocity Pressure(q,): 20.85 psf Tributary Square Footage on 10 83 ft' Component: Component Roof Pressures: 14.03 / -57.53 psf Snow Load Calculations Exposure Factor(Q 1 Thermal Factor(C,)'. 1 Importance Factor(1) 1 Flat Roof Snow Loads (P,): 35 psf Roof Slope Factor(C,1'. 1 Sloped Snow Loads (P,): 35 psf Unbalanced Snow Load'. 40 psf Member Calculations Sending Md1455.89 ft-lb k 2310.18 psi Load Duration Factor(Cd)' 1.15 Stability Factor OCO 1 Wet Service Factor(CM): I Temperature Factor OCT) 1 Size Factor(CO 1.3 Flat Use Factor(C,,,): I Incising Factor(C). I Repetitive Member Factor(C,): LIS Fb: 900 psi F'b: 1547.33 psi 2310.1 S>1547.33 No Good in Sending Shear Vd' 431.42 Ib f,,: 78.44 psi Load Duration Factor(Cr)'. 1.15 Wet Service Factor(Cu)'. 1 Temperature Factor(CT): I Size Factor(CF) 1.3 Flat Use Factor(Cb,): 1 Incising Factor ICJ: 1 F,.: 180 psi F'j 207 psi 78.44<=207 OK in Shear Deflection Live Load Deflection (0,): 1.2 in L/135 No Good in Live Load Deflection Total Load Deflection(AT)'. 1.44 in L/113 No Good in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 ft' Component: Uplift Pressure: -57.53 psf Uplift per Lag: -6Z3.25 lbs Lag Screw Diameter: 5116 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. a FUSION152 S. Broad St. Lansdale, PA 19446 (267)640-2758 Client Name: Valley Solar PRE Project Number: 191638 Client Project Number. 401 PALC Project Patches Residence Address: 401 Kennedy Rd Leeds, MA 01053 Description. Mounting Plane I Calculations By ADL Date: February 19, 2019 New Sistered Rafter Size: 2x6x8'Doug-Fir Larch#2 or better' Nailing Requirements: (2) 10d Nails @ 12"on center with (3)additional I did Nails at each end 10d = .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 52 FUSION Broad 46 , Lansdale, PA 19446 (26])640-2758 Client Name: valley Solar PFE Project Number'. 191638 Client Project Number: 401 PALC Project. Palches Residence Address: 401 Kennedy Rd Leeds, MA 01053 Description: Mounting Plane 2 Calculations By: ADL Date. February 19, 2019 Roof Construction 2x6 Rafters at 16"on center A= 8.25 int Ix= 20.8 hi Sx= 7.56 ins Wood Species= Doug-Fir Larch#2 F6= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 27 " Rafter Span-- 7.66 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Pa): 40 psf Design Wind Speed: 117 mph Live Load: 20 psf Dead Load: 4.57 psf PV Modules'. 3.37 psf Wind Calculations Directionality Factor(Ke): 0.85 Topographic Factor(K,,) 1 Velocity Pressure Exposure Coefficient 0 7 (K,) Importance Factor(1)'. 1 Velocity Pressure (qz). 20.85 psf Tributary Square Footage on 10.83 ft2 Component: Component Roof Pressures: 14.03 i -57.53 psf Snow Load Calculations Exposure Factor(C,): 1 Thermal Factor(C). I Importance Factor(1) 1 Flat Roof Snow Loads(Pd 35 psf Roof Slope Factor(CJ'. 1 Sloped Snow Loads(P,): 35 psf Unbalanced Snow Load: 40 psf Member Calculations Bending Md: 469.14 ft-lb fb: 744.42 psi Load Duration Factor(Ca)'. 1.15 Stability Factor(CQ: I Wet Service Factor(CM): 1 Temperature Factor(CT): 1 Size Factor(CF): 1.3 Flat Use Factor(Cts): 1 Incising Factor(C,): 1 Repetitive Member Factor(C,): 1.15 Fb: 900 psi Fb: 1547.33 psi 744.42<=1547.33 OK in Bending Shear va: 244.9 16 f,: 44.53 psi Load Duration Factor Cd): 1.15 Wet Service Factor(CM): 1 Temperature Factor(CT)'. 1 Size Factor(CF): 1.3 Flat Use Factor(Cf.): 1 Incising Factor IQ: 1 F,: 180 psi F',): 207 psi 44.53x--207 OK in Shear Deflection Live Load Deflection (AL): 0.12 in L/740 OK in Live Load Deflection Total Load Deflection (Or): 0.1 5 in L/617 OK In Total Load Deflection Uplift Calculation T ributary Sq a are Footage on 70 83 ft¢ 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. ® LG Innovation for a Better Life LGi�.Ie "lf°.� zymnrrrm /^ I "I i, I "1, V® Ce�� �rL , it I. r i ' rI' . o�E CE' �/�y < < Enhanced Performance Warranty 'Q�Q{I{IIII'��III'IIII`'`'�I•! High Power Output 1 6 111111117/ G1�k Aesthetic Roof Outstanding Durability - I •� Better Performance on a Sunny Day Double-Sided Cell Structure neon�c em�cN , __ LG NeON z Mechanical Properties Electrical Properties(STC*) Mmme Lcsnsm ras -ai Veu Jnr _ Maaun m Powx IPmax) � ' � u w 1e11TYV" lb' MPP V[111,IVnpV) Cep Un :rsinm h. _ MPP Cmr¢n[QmpP) n of l3u#ia I- Jp ........... Dimum om lLxWxN) SF [C .,C­­,'I­) - + - - M dul¢Ekaien.q His l-d - M S/axm VWrage i. \NHgM1c �p, M um 5mien cure Racing cbl,a r.a - --- - - - - �- -- --` �—- _- Electrical Properties(NOCT*) Certifications and Warranty -.-_—_-- __._ r oldie LI,4;sN cm ( iufi�ncn� I Mii �Pe r�(Pmarl -. - MPP VOICxge(VmVP) - wp cumene OmPiq _-Vd1111 (vw MuJol� ru iauie(USA) f ('AN NIA) PivW [Wam yvvm Dimensions(mmyin) Temperature Characteristics - Norz ,... -.. Pn4�P m,. Characteristic Curves �- I _ I n . ® LG Re c� The high-powered smart grid-ready P . ,.. and dramatically simplify the installation process while achieving the highest system efficiency. 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 "i'meiyht aro smile Fa tol 1 111111a U' ;ell i ,rn.-an . + .ling �P� 3 I.,It- lI.),,]Sr rl, pl,tr NIf.2prdg -'ply Productive and Reliable Up Im¢etl fog 1 r ,j(I I II e n1 2 1-, nrad Wes More Than azndiion bows�±rening _ass 11 doubly<csulute I erz,kswe. Ili_IiSteG Smart Grid Ready (,r Ile,wita M,I Iud 9cc,[ur,,I t Itarlr:iml it 11,11, 1y Is� mo II �quvements 9nd Ienwro rner.rs Conripurable fur vay.r'1 Gild profiles Mwels(:A Role P pJL r/dl-SA) To learn more to cut EnIni offenugs,visit enphase.co n EnphaseIQ 7 and IQ 7+ Microinverters INPUT DATA(OC) IQ7-60 2 US/IQ7-60-B-IIS IQ7PLUSJ3-2-US/107PLUS-728-US n P sed mail,ISS,inys' 235'IS t 11 N, 1 235 w-440 W r `,t-rl r i III,Iiv []-,x1IP 1 -only 5o-cell I,J en YV mod,lc; Maxi voltapl 4811 6011 Pack t :king orltnge 'rV-2l'e )/V45V Vpei if I 119 tan S, 'Iv 4811 I6V-60V PAInY I'll t) V= I,v 2111 Ah P11x U l i, it aoll,Irlt, lsl 5 A .5A Ovewolto,Class UC purl II II DC ly, tbackfeld current w, 6A nation x i ,my did it a ty No adc it or CC ,l rt -von ieq,f ed Asde1 ' ,guira 2911,1 m r�rut OUTPUT DATA(AC) IQ 7 Microinverter IQ A Microinverter .elk(m.rut 1111, 25G`/A RSVA Maxi - liu. n :1 1101 ?4;1So /'d,VA Noir I( n11:1,,. yrangd )4011/ Is V/ 24061 208V/ 211-264 V 1333229 V 211-264 V 18322911 Ida, ,,r, ot-lvo., tl anrent I I1,24r,VI 1 15 11 LIVI 1 4(1 V 1_-,,A NV1 Non rvallr— 6011, ,C Hz tUIar-, _'-1,8 H] .1-1,811, ACs1 lf1-dtrl ntoner 3ryolx- 1,&Arms ,pAir,s ...r m ,, 2t Nll , a ,h aIoll Ii A— it211VP'1 13f24C1 IIJUib ,. ,v 1 ie Jo,So'pmt III III AC bol I kf, ,]na, -,Q Ot, UA Power tato+311111, _11 1-0 lollr 'ror lsiopl' 1 Fadi 4 1 J IaJpmg 0/le. o I lanylnr EFFICIENCY @240 V @208 V Cn1246 V (1208 V Peak C C 1tlur.n.',. q I I, o,., 5751 .. CCC 1 =ffii,1, '171 9 0 x, a70 MECHANICAL DATA _mbien'lemprl atur1 r1n9e -40°Cto+65'c „c of I,I, 4 ..Ilull t or0,1,nru S", 'Co,t eU07-6ClUS&107PLU5-)22 US' M C4(or4lhenol HC j tl ,ddmonajQ I,C a¢pteil ..I n to, 0!)T6p 13 UN,61) [J,- 2 ends `V it _ r,UcaClel A VIto o 4 I will sn1' nUlx lonnlcors -PV2toL-X mJ, ECA-520-59! -t'C2 to 11]2 order ECA.-;;>a o. A,Hxtll ,12mm an z50.2 -Mut 1,i ackat) Wei,ht I OB kg i2.'d ISsI CouI'H' Napsal coi,,ti,, Nofans =F., i,afor„.,,L,Cal r.nc ver I'otn,tiou 103 [ Iosut,• Ill' i 11 lilL,bi, . ,Mates, rl suta .lo'y ens enrlosure talo, U ,of,o, f1g NENA type, 'omduoi FEATURES ..0..1 d;3tion Powe'L Oltl ,ll 01I[PL fa OnJ.otl^.1 L Lnn:,e 1 ., e.,and NIvDii,11-on io lit.III,c[pt, is. ,,4h j,Uoll,rl,Il -Iystal tron 1,1 .' Lrnh'--110Lnvay rs... rh1A(, I )C r,n,,,,, ht,,)-alnrtecr,td appri h}II foruseatho ne t lS �a4 riisrC,,t rcquulti 69 NEC 650 _o upb..^oo CAR Ir 71 iut 1711-5A) ut a"13 0A 11',IILLCr 1 NC I'1rt 15CI1,.B. 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DESIGNER. _G MCPNeelen _ SCALE: DNS PARTNUMBER. DESCRIPTION: BE IIIA\YIJI IWUf' "-ma, oRAvrER o Ryan 5100 005 SERIES 100 TYPICAL LAYOUT F Py m®mw00oo® _._._..__• •" oATE. 120113 _e .�.. APPROVED BV'. _ ! _0"Q ) r . < , , a _„_ �© | ; § > z as : , » _ ® : . � ^ _ , \ ? \ SC _ . �N LEGE� 3I�_._m=__ w \ < . ___,___ m! _.__ q| \ \ � §£ =MAIN __a �! �. COMBINER e> HOUSE EXTERIOR [ _,METER m � -DISCONNECT- i . \ § \ e -© •_•« Kenno�Y 2 . t .i c� G 8�3 D o 9 � � r n � d x 0 g�e 9 aire wwE ,.tea aW �,a Pixy., w. PLOT LINES sire woAess w,Kennaw as S larlley r— —=-PV-I -- V — PV -- PV.-- --= PV I 1 r- 1115 181Q] 1 I I r f !I 5i e r II _, '• I � �- I II PV PV, PV PVI. II 13107 d�a`w e Ir PV PV PV PV n 14 w e II ._ CCPDNEC 10,19(a(1)(a) 11121p] ( Ili 1.OAx0.1=40.OAx 1.25=50 lO]Max Output= 6� �' '. 1.OA x 40=40.OA x 1.25=50A - gd _.--_---___--_----- _'-----------------� Invader Trip Behind,: is Inverter TRIP settings are set in the inverter per the ISO NE ;n L - .-- -----------_ ._--- ----__--- ""`=- J SRD and ESB 756DEFAUL 16.11. gg¢ - pEVItE 4EFPOLT r CLEARING -PICWO tl p F .'1 PICKUP CLEARING TIME LNaangT e'. Up Siondlat (107-72-2-US) ) p I e endo ed 1• w.l Rely. ' - R.vae.a 1. NVERTER son xz per... k 4E 4.WARNING' IGENERATIVO METER panels.Max output 4 l.OV/10.49A —don tont Ral: 3e S.UTIL TY SMAC DISCONNECT MEECTORated AO Output Curran[ �0]AC MICR o1240VA/1.OA ]]2a2kUS)40x En MountSystem unaerFrevuanq dee g Schedule ou omenSchedule r 40x 1.W SYSSOLAR TEM AC COMBINER BOX 2.SOLAR PV MODULE0)Snap IN RackC AS)Roof Mount SAC _ _ t{ MA Hz six € 40.OAAC Nominal Operating Voltage:240V AC 6,-BOX(0]99-5G)Soladeck Pass-through enclosure 181UI RIF E [ 6,RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM $AC COMBINER(X-10-AM 1-240-2 M)Enphase 10 Envoy aer FrevuenaY els ez soo o ].WARNING!ELECTRICAL SHOCK HAZARD TERMINALS Gateway production RGM,Max BOA.3x AC 20A Breaker/ (810) Vim$ s$ ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED branch.5A breaker to feed Envoy.Production CTs. O erFrevnenry dap Hz � o.16 8 fl IN THE OPEN POSITION 9 MA SMART GENERATION METER(utility owned)Socket (810) - _ &e 8.WARNING BUSBAR IS ENERGIZED FROM 2 SOURCES installed for Utiliys SMART Gerynomn meter under volrege 50%df Nom oat to �F UTILITY GRID AND PHOTOVOLTAIC SYSTEM ] AC DISCONNECT(DU222R8)60A 240VAC(adjacent to (27) ' G 9 0 d Voltage 88% rN 3 9.WARNING!INVERTER OUTPUT CONNECTION DO NOT utility meter) _ (27) tC 10.SOLAR RELOCATE THIS OVERCURRENT DEVICE d_.SERVICEOCPD PANEL 150A MAIN,200A BUS,50A Invader - W U• V MIt age 159 2 11102 IN al en w vdlta9e 1551 usv rN rel 11.WARNING!UTILITY METER ENERGIZED BY2 SOURCES 9.UTILITY METER(N5133]0])120/24OV,1PH,3W - Fi