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17A-295 (5) 120 HILLCREST DR BP-2020-0710 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A-295 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-2020-0710 Proiect# JS-2020-001209 Est.Cost: $31864.00 Fee: $75.00 PERMISSION IS HEREB Y GRANTED TO: Const.Class: Contractor: License: Use Group: VALLEY SOLAR LLC 077279 Lot Size(sa.ft.): 20386.08 Owner: PLATT STEPHEN Zoning: URA(100)/ Applicant.'VALLEY SOLAR LLC AT. 120 HILLCREST DR Applicant Address: Phone: Insurance: PO BOX 60627 (413) 584-8844 WC FLORENCEMA01062 ISSUED ON.121912019 0:00:00 TO PERFORM THE FOLLOWING WORK.-25 SOLAR PANELS ON ROOF - 8.375 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: Roush 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 12/9/2019 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner 5o c ?q-� ------- -------- _ ___ Department use only - - - - City of North2mptT9� C_ �: t tus of Permit: ^? J Byilding Departme[nt Cb Cuut Driveway Permit I � ,�• 212 Main Street; Se er/S pticAvailability NOV 1 42019 19 Room 100 W ter/W II Availability Tw Nprthampton, MA 0 060 SetE of Structural Plans phone 41 P-587-1240 Fax 443r. clI J INSPEc gt(Site tans J NOHTHAW70N.IAA 010 DEP o�GUII.DINC;INSPFCTIONS1p6thClfy APPLICATION TO COSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office _ 120 Hillcrest Dr Florence, MA 01062 Map 1 -74 Lot 1-21 C/5- Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Stephen Platt 120 Hillcrest Dr Florence MA 01062 Name(Print) Current Mailing Address: 413-727-3358 Telephone Signatur COO WK! 2.2 Authorized Agent: Valley Solar LLC PO Box 60627, Florence, MA 01062 Name(Print) Current Mailing Address: M 0. 413-584-8844 Signature Telephone SECTION 3 -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) / V 5. Fire Protection ot 6. Total= (1 +2+ 3+4 + 5) Check Number //,, —7 If/ Vol- This Section For Official Use Only Building Permit Number: 2) I�_�V ` �� Date Issued: Signature: )1LD Building Commissioner/Inspector of B ilding jAqDate a 1 a 0 EMAIL ADDRESS (REQUIRED; info(a val ACTORR)CTOR)olar.solar. CO�DN l U� fraLfoL O A('d l 6 oaf )d'-) SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors 1771 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[0] Other[X Solar Af Brief Description of PIopgs�d Work: nS a lation of a Panel Roof mount Solar array. System Size 10.05kW Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing 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? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr, floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes 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 BUILDING PERMIT I Stephen Platt 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. 11/12/2019 Signature of Own Date l Valley Solar LLC as Gwaw/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. Steven Silverman Print Name x&e,rre,n, 0_ 11/12/2019 Signature of Owner/Agent Date SECTION 8 -CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Steven Silverman License Number _ Poh bbb2'1 �� ,n�1C 61iSb`2. CS-077279 Address p Expiration Date gjf1acan, n. szli.P�ra�� 6/21/2020 Signature Telephone 413-584-8844 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Valley Solar LLC 186338 Address Expiration Date PO Box 60627, Florence, MA 01062 Telephone 413-584-8844 10/27/20 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 Yes.......V No...... ❑ City of Northampton �y Massachusetts -, DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street *Municipal Buildin1!"U g Y z Northampton, MA 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: 120 Hillcrest Dr (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 rom:Valley Solar. (POB 60627, MA 01062) (Company Name and Address) 11 13�i�j 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 Co►nnonwealtlt of Massachusetts Department of Industrial Accidents i Office of lit vestigations 600 Washington Street :X Boston, MA 02111 www.niass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Rusirx;ss/Organirstiat/tndividttap: Valle/ Solar LLC Address:340 Riverside Drive PO BOX 60627 City/State/Gip:Florence, MA 01062 Phone#: 413-584-8844 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 11 4. E] 1 am a general contractor and I 6. ❑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. 7. ❑Remodeling ship and have no employees These sub-contractors have g• E]Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers'comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all wort: officers have exercised their I l.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t• c. 152,§1(4),and we have no employees.[No workers' 13.®Other-Solar comp.insurance required.] *Any applicant that checks Mir 41 nuns alai fill out the section Wow showing their workers'cwmpen%ation lxilicy mlirmtation. t 1 lontcownem who submit this allidovit indicating they are doing all work and then hire adside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sleet showing tlx:name ol'the sub-contractors and slate whether or not those entities have employees lythe sub-contractors have employees,they must provide their workers'comp.policy number. /utn an entplover teal ie providing workers'contpensulion insnrattce fir niy rntp/uyees. Below is Ole Julia+and job site information. Insurance Company Name:.Liberty Mutual Policy 11 or Self-ins. Lie.H:WC5315620647019 _ Expiration Date:_2/1/2020 Job site Address: 120 Hillcrest Dr city/state/zip:_ Florence, MA 01062 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 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 fir insurance coverage verification. I do hereby certify nude I alas and p7llies of per J7 e hiforntation provided above is true and correct. Sina ure: f Date: ell Phone y: 413-584-8844 Oficial use out►: Do not write in Otis area,to be conrieted by cItv or town offrciuL City or Town: Permit/License# __ Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone th Penn FUSION 1 52 S. Broad 46 IP E n q l n e e r l n 9 Lansdale, PA 19446 (215)361-8040 November 12, 2019 Valley Solar 340 Riverside Dr Northampton, MA 01062 RE: Platt Residence 120 Hillcrest Dr, Florence, MA 01062 Client Project#: 120PLAT PFE Project#: 194521 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: 10.05 kW/DC Panel Specs: (30) Hanwha-Q.Peak DUO-G5 335 Inverter Specs: (30) Enphase -IQ7+ Racking System: SNAPNRACK- UR The modules are to be located on the following roof planes: Mounting Rafter Rafter Horizontal Collar Collar Tie Shingle Number of Ceiling Plane Size Spacing Span Ties Spacing Sheathing Type Shingle Layers Profile 1 2x8 16" 1 3ft. loin. N/A 0" CDX 1/2" Shingles1 Flat 2 2x8 16" 1 aft. loin. N/A 0" CDX 1/2" Asphalt 1 Flat Shingles 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(Pg): 40 psf Wind Speed (V): 1 1 7 mph Mounting Plane 1 The calculations for these structural members are attached. Ithras been determined by this office thatl rte;as. *ave;is adequate to supportthe 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. It has been determined by this office that the roof, as specified VJAB&dequate 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. .1N OF 144 Best Regards, �,� cy Penn Fusion Engineering LLC o c AN EW DOVEV C J LEO`E NO 53C4x.., Andrew D. Leone, P.E. 'It.) PrincipalSS ISTEtyr'�� n11tAE 6 Penn FUSION Lan152 S. Broad OLansdale, PA 1944646 E n g I n e e r l n 9 (267)640-2758 Client Name: Valley Solar PFE Project Number: 194521 Client Project Number: 120PLAT Project: Platt Residence Address: 120 Hillcrest Dr Florence, MA 01062 Description: Mounting Plane 1 Calculations By: ADL Date: November 12, 2019 Roof Construction 2x8 Rafters at 16"on center A= 10.88 int Ix= 47.63 in' Sx= 13.14 in Wood Species= Doug-Fir Larch#2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 27 ° Rafter Span= 13.82 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(P9): 40 psf Design Wind Speed: 1 1 7 mph Live Load: 20 psf Dead Load: 4.96 psf PV Modules: 3.37 psf Wind Calculations Directionality Factor(Kd): 0.85 Topographic Factor(KZ,): 1 Velocity Pressure Exposure Coefficient 0 7 (K:) Importance Factor(1): 1 Velocity Pressure (q,): 20.85 psf Tributary Square Footage on 10.83 ftz Component: Component Roof Pressures: 14.03 / -57.53 psf Snow Load Calculations Exposure Factor(Ce): 1 Thermal Factor(Ct): 1 Importance Factor(1): 1 Flat Roof Snow Loads (Pf): 35 psf Roof Slope Factor(CS): 1 Sloped Snow Loads (PS): 35 psf Unbalanced Snow Load: 40 psf Member Calculations Bending Md: 1537.2 ft*Ib fb: 1403.76 psi Load Duration Factor(Cd): 1.15 Stability Factor(CO: 1 Wet Service Factor(CM): 1 Temperature Factor(CT): 1 Size Factor(CO: 1.2 Flat Use Factor(Cf„): 1 Incising Factor(C): 1 Repetitive Member Factor(C,): 1.15 Fb 900 psi F'b 1428.3 psi 1403.76<=1428.3 OK in Bending Shear Vd: 445.07 Ib fV: 61.39 psi Load Duration Factor(Cd): 1.15 Wet Service Factor(CM): 1 Temperature Factor(CT): 1 Size Factor(CO: 1.2 Flat Use Factor(Cf„): 1 Incising Factor(C;): 1 Fv: 180 psi F'v): 207 psi 61.39<=207 OK in Shear Deflection Live Load Deflection A): 0.57 in L/289 OK in Live Load Deflection Total Load Deflection (AT): 0.69 in L/239 OK in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 ft 2 Component: Uplift Pressure: -57.53 psf Uplift per Lag: -623.25 lbs 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. OPennFUSION 1 52 S. Broad Lansdale, PA 1944646 E n 9 I n • -6 F I n 9 (267)640-2758 Client Name: Valley Solar PFE Project Number: 194521 Client Project Number: 120PLAT Project: Platt Residence Address: 120 Hillcrest Dr Florence, MA O1062 Description: Mounting Plane 2 Calculations By: ADL Date: November 12, 2019 Roof Construction 2x8 Rafters at 16"on center A= 10.88 int 1x= 47.63 in Sx= 13.14 in Wood Species= Doug-Fir Larch#2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 27 ° Rafter Span= 13.82 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Py): 40 psf Design Wind Speed: 1 1 7 mph Live Load: 20 psf Dead Load: 4.96 psf PV Modules: 3.37 psf Wind Calculations Directionality Factor(Kd): 0.85 Topographic Factor(KZt): 1 Velocity Pressure Exposure Coefficient 0 7 (KZ) Importance Factor(1): 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(Ce): 1 Thermal Factor(Ct): 1 Importance Factor(1): 1 Flat Roof Snow Loads (P): 35 psf Roof Slope Factor(CS): 1 Sloped Snow Loads (PS): 35 psf Unbalanced Snow Load: 40 psf Member Calculations Bending Md: 1537.2 ft*Ib fb: 1403.76 psi Load Duration Factor(Cd): 1.15 Stability Factor(CO: 1 Wet Service Factor(CM): 1 Temperature Factor(CT): 1 Size Factor(CO: 1.2 Flat Use Factor(Cf.): 1 Incising Factor(C;): 1 Repetitive Member Factor(C,): 1.15 Fb: 900 psi F'b: 1428.3 psi 1403.76<=1428.3 OK in Bending Shear vd: 445.07 lb fv: 61.39 psi Load Duration Factor(Cd): 1.15 Wet Service Factor(CM): 1 Temperature Factor(CT): 1 Size Factor(CF): 1.2 Flat Use Factor(Cf„): 1 Incising Factor(C): 1 Fv: 180 psi F'v): 207 psi 61.39<=207 OK in Shear Deflection Live Load Deflection A): 0.57 in L/289 OK in Live Load Deflection Total Load Deflection (AT): 0.69 in L/239 OK in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 ftz Component: Uplift Pressure: -57.53 psf Uplift per Lag: -623.25 lbs 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. powered by I El PER 21 a I Lai 291, BMJ j -r a GICELLS TOP BRAND PV i �,� Quality Tented rux�xt �. 2019 ID.4003232 587 Q.ANTUM TECHNOLOGY:LOW LEVELIZED COST OF ELECTRICITY Higher yield per surface area,lower BOS costs,higher power classes,and an efficiency rate of up to 19.5%. INNOVATIVE ALL-WEATHER TECHNOLOGY j Optimal yields,whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID and Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra.Q"'. EXTREME WEATHER RATING High-tech aluminum alloy frame,certified for high snow 3 (5400 Pa)and wind loads(4000 Pa). p A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. 'APT test conditions according to IEClTS 62804-1:2015,method B(-1500V,168 h) 'See data sheet on rear for further information THE IDEAL SOLUTION FOR: Roofton 69 residential arrays in residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION Format 68.5 x 40.6 x 1.26 in(including frame) (1740 x 1030 x 32mm) se.rr neo mml 16.0'nl0 mm) Weight 3.9 lbs(19.9 kg) + � �c.rtusomml + Frons Cover 0.131n(3.2mm)thermally pre-stressed glass - _ with anti-reflection technology �•o�c w.n•aln i.s mml ra.e Back Cover Compositefilm >r,errvelmml Frame Black anodized aluminum Cell 6 x 20 monocrystaNine Q.ANTUM solar half cells ® +ornmo mml Junction Box 2.09-3.98 x 126-2.36 x 0.59-0.71 in(53-101 x 32-60 x 15-18 mm),Protection class IP67,with bypass diodes be =wrwsomml Cabie 4MM2 Solar cable;(+)2_45.3 in(1150 mm),(-)2_45.3 in(1150mm) .=o.n...d. Connector Staubli MC4,Hanwha Q CELLS HQC4,Amphenol UTX, Renhe 05-6,Tongling TL-CableOlS,JMTHY JM601;IP68 or Friends PV2e;IP67..., .. _ oses•tasmmll Io.aas•lesmmn ELECTRICAL CHARACTERISTICS POWER CLASS 330 335 340 345 Mi act .Ulvi i EnF ORMANCE AlSTANDARD TEST CONDITIONS.STC'(POWER TOLERANCE+5 W f-0 W) Power at MPP'' P. [W] 330 335 340 345 Short Circuit Current' Iso [A] 10.41 10.47 10.52 10.58 Open Circuit Voitaga' Vac [V] 40.15 40.41 40.66 40.92 Current at MPP IMS [A] 9.91 9.97 10.02 10.07 Voltage at PAPP VMw [V] 33.29 33.62 33.94 34.25 Efficiency' rl [%] 218.4 218.7 119.0 119.3 MINIMUM PERFORMANCE ATNORMAL OPFRA i d 3D:T Power at MPF Puy, [W] 247.0 250.7 254.5 258.2 E Short Circuit Current ISc [A) 8.39 8.43 8.48 _- - 8.52 Open Circuit Voltage Vr,C [V] 37.86 38.10 38.34 38.59 i Current at MPP IM,a [A] 7.80 784 7.89 7.93 tnn arM'f% VMo [V] 31.66 31.97 32.27 32.57 'Measurement tolerances P�±3%;Iso;Vm±5%at STC:1000 W/m2,25±2=C,AM 1.5 according to IEC 60904-3-280OW/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE - -r-----r At least 98%of nominal power during uo i i -;- - _�. Wuy ssEw]k.M�.aftG ' ' first year.Thereafter max.0.54% rw ---------------------------- degradation per year.Atleast 93.1% e of nominal power up to 10 years.At r " """'- --- least 85%of nominal power up to 25 years. -----+-----+---- 2 u All data within measurement toleranc- Z - �. . es.Full warranties in accordance with the warranty terms of the Q CELLS aa� Baa .00 Ma l000 a r sales organization of your respective o m u » country. a Typical module performance under low irradiance conditions in comparison to STC conditions(25'C,1000W/M2) TEMPERATURE COEFFICIENTS +004 is f8cientof b;,, a [%/K] -0.27 y [%/K) -0.36 Normal hrcvd ;_Operating Temperature NMOT ['F] 109±5A(4313'C) 0 PROPERTIES FOR SYSTEM DESIGN ° ¢ [V) 1000(IEC)/1000(UL) a [A DC] 20 Fire Rating based on ANSI/UL 1703 C(IEC)/TYPE 2(UL) W [lbs/ftq 75(3600 Pa)/55(2667 Pa) Permitted Module Temperature 40'Fupto+185'F o n u;�s +85°C a [lbs/ft'] 113(5400 Pa)/84(4000 Pa) or Duty ( 40'Cup to ) � See Installation Manual QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL 1703,VDE Quality Tested,CE-compliant,IEC 61215:2016,IEC 61730:2016, 32 ° Application Class II,U.S.Patent No.9.893,215(solar cells) 28 C E0 24 DVE cus 71.5 x 45.3 x 48.0 in(1815 x 1150 x 1220 mm) � 1505lbs(683kg) N Note:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha O CELLSAmwka Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1949 748 59 961 EMAIL inquiry®us.q-cells.com I WEB www.q-cells.us Data Sheet Enphase Microinverters Region: AMERICAS Enphase The high-powered smart grid-ready Enphase IQ 7 Micro'" and Enphase IQ 7+ Micro'" IQ 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinvertersachieving of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy'M, Enphase IQ Battery'M, 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 • 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) *The IQ 7+Micro is required to support 72-cell modules. U� To learn more about Enphase offerings,visit enphase.com ENPHASE.. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US IQ7PLUS-72-2-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 27 V-37 V 27V-45V Operating range 16V-48V 16V-60V Min/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(module Isc) 15A 15A Overvoltage class DC port II 11 DC port backfeed current 0 A 0 A 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 7+Microinverter Peak output power _ 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range' 240 V/ 208V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominalfrequency 60 Hz' 60 Hz Extended frequency range 47-68 Hz 47-68 Hz 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 II( III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.85 leading 0.85 lagging 0.85 leading...0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency 97.6% 97.6`y° 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA _.....- Ambien#{emperature ran a -40°C to+650O' Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&,IQ7PLUS-72.2-US) MC4(or Amphenoi H4 UTX with additional Q-DCC-5 adapter) Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 lbs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class ll doulyle-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES _- .......,-x_. .._ Communication Power Line Communication(PLG) Monitoring Enlighten Manager and MyEnlighten 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 NO.107.1-01 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 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at https://enphase com/en-us/support/module-compatibility. 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 microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com v EN PHAS E. ©2019 Enphase Energy All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2019-3-26 SNAPNRACK UR-40 RACKING SYSTEM REVISION: SHOWN MOUNTED ON ULTRA FOOT WITH SNAPNRACK g 11/3012017 NEW DETAIL MA MID CLAMP, UNIVERSAL END CLAMPS.FOR TILE TYP. = ROOFING USE SNAPNRACK TILE "RAIL END OVERHANG' — — REPLACEMENT,UNIVERSAL TILE HOOK,OR NOT TO EXCEED 34%OF — — FLAT TILE HOOK SYSTEMS. ACCEPTABLE RAIL SPAN — STANDARD LAG SCREW SPEC ASSUMES SNAPNRACK UNIVERSAL END CLAMP ASSEMBLY,TYP. y V16"0 LAG SCREW WITH 2'fe"MIN. / EMBEDMENT INTO STRUCTURAL MEMBER. / TORQUE SPECIFICATIONS: / SNAPNRACK ROOF ATTACHMENT 6/(6"0 NUTS&BOLTS,10-16 FT-LBS SNAPNRACK UR-40 RAIL,TYP. (MODULE HIDDEN FOR CLARITY) RAILS CAN BE MOUNTED ON EITHER SIDE OF ULTRA FOOT;UPSLOPE OR DOWNSLOPE. FOR UNEVEN ROOF SURFACES,UTILIZE DETAIL A THE SNAPNRACK LEVELER EXTENSION LEVELING SPACER.SEE DETAIL(S) \\ 'RAIL SPAN"IS DEFINED AS "UR40-DOI,""UR40-DO8,""UR40-DO9,"& DISTANCE BETWEEN "UB40-D10,"FOR DETAILS AND ROOF ATTACHMENTS LIMITATIONS. A "STRUCTURAL MEMBER(S)- MAY REFER TO RAFTERS,PURLINS, BEAMS,OR OTHER STRUCTURAL, LOAD-CARRYING MEMBERS SNAPNRACK MID CLAMP,TYP; CLAMP ASSEMBLY SHALL BE SELECTED TO MATCH PV MODULE "MODULE OVERHANG" NOT TO EXCEED 25%OF MODULE LENGTH OR MODULE MANUFACTURERS RECOMMENDATIONS SNAPNRACK ROOF ATTACHMENT LAG SCREWED INTO STRUCTURAL MEMBER. NO FLASHING SHOWN FOR CLARITY. (` Sunrun South LLC DESIGNER: M.Affentranger SCALE DNS PART NUMBER: DESCRIPTION: REV U, 11 i-oo L� DRAFTER: M.Affentranger UR40-D06 UR-40 TYPICAL LAYOUT wprt NI;9oeam.cu11��51 xaeom 'ic,iarI s+,; 1, „a~µ"„ 13 ","mom �, DATE: 11/30/2017 ;�„STM,«` sW ®""°'"E APPROVED BY: G.MCPheeters SNAPNRACK UR-40 RAIL SHOWN SPLICED REVISION: TOGETHER WITH THE SNAPNRACK ULTRAg 111712017 NEW DETAIL MA RAIL SPACE. V4"RAIL GAP 2"MIN 2„MAX OR THERMAL EXPANSION TORQUE SPECIFICATIONS: AT SPLICES %6"0 NUTS 6 BOLT5,10-16 Fr-LBS CENTER SPLICE BETWEEN THE TWO BONDING CLIPS AS SHOWN IN"SPLICE ALIGNMENT LIMITS"VIEW RAIL EDGE MUST NOT PASS SPLICE ALIGNMENT LIMITS THE CLIP EDGE,AS SHOWN. SNAPNRACK UR-40 RAIL, TYR SNAPNRACK BONDING CLIP,TYPE 2 OR BONDING ACROSS RAILS 8 �j %6"O-1B BOLT,S.S. e—w SNAPNRACK ULTRA SPLICE ASSEMBLY, CENTER ON RAIL GAP t 1" 01 SNAPNRACK ULTRA SNAPNRACK ULTRA SPLICE,THRU SPLICE,TAPPED ((� _ Sunrun South LLC DESIGNER: M.Affentranger SCALE: PART NUMBER: DESCRIPTION: REV >>lf l� : ftl M:, �..,o" DRAFTER: M.Affentranger DNS UR40-DO5 UR-40 ULTRA SPLICE DETAILS A DATE: 11/7/2017 APPROVED BY: G.McPheeter5 maPbn'Ne PMPft y�P­erVeMy Sdn LLC.IVLS].nb verweree br ure grdrev arxr ertdushe PmWEe o/euppatlrp the AMWaVLS..anduubrnerIGBMA Me vieebmerva at ux'a aaneM1Ir IMmP'wishwmpreennedm any Imm Mme pwpave aenaMrg b euPParnq me xwA ormngravrp ProjeG wrMxWa rrnnwn vis Pei^isalm a e+N mmpeneaOPn Pew lo,VL$. V m n J a _C coc_ m o > m >0 3 o N(n X. 3��' K nC 2'to m Q m �� H v c 'v cg mm3 mm, m ms cpm p,»_.m,� mn 2 m�� 30 �cN mem 2m D3 o r� Zm o 4 0 m 3 m 0 vim Zm �9 °i � m dv° rmr�� CD ter- D � C�a N 2 R7� -C m Np D '7n0 0 � 0 o x 3 (° O R {p m m oINr C �m ° C N O p x m 01 toz ry =C N 07 m �m ° rnomm Zm m � ro='m m W N SG) m y (D 'p c �lAmn z3 o � D " W 3° W o 01 N m �o J ` � m 1� 41 r 1 THIS SITE PLAN IS A PROPOSED DESIGN,THE ELECTRICIAN IS AT LIBERTY TO ADJUST DURING THE BUILD BASED ON CONDITIONS.ANY AMENDMENTS WILL BE REFLECTED IN THE AS-1-T ELECTRICAL DIAGRAM, Valley Solar LLC 1340 Riverside Drive SITE NAME Stephen Platt SCALE:WE VIEW SHEET NUMBER Walley PO Box 606271 Northampton SITE PLAN SITE ADDRESS 120 HFl Hillcrest Dr orence,MA DATE:11I1 B119 AAA 01062 1413.584.8844 01062 ar wwwMallaySolacSoler SYSTEM SIZE 8.7 k A 1 0.05 C DRAWN LR ELEC:T50 w E F N . Bk:10844 Pg:350 � s $ MA98ADHU8ETT8 D(CI9E TAX Hempshln D1e0e1 ROD 013 001 Bk:10844P¢360 Pegs:1 of 3 Date: 03t1812012 01:02 PM Rewrded:03110=1201:02 PM etrlf 027233 08078 000 00006008 tnaU Fee: !►1,882.40 Cons:6416.000.00 0 u c b` /^y L T fv O LD a" Affected Premises: orthampton),Massachusetts 01062 o` G 4 m L 5 U= s , KNOW ALL PERSONS BY THESE PRESENTS,THAT o m E 120 HILLCRE ST DR WE,JEFFREY M.MACKENZIE and RUTH G.MACKENZIE,husband and wife,both of W 4LL130 NORTHAMPTON 120 1 lillcrest Drive,Northampton,Hampshire County,Massachusetts a W DR Owner PLATT STEPHEN R& for consideration paid,and in full consideration of FOUR HUNDRED FIFTEEN THOUSAND y veer Ad*ess, and 00/100($415.000.00)DOLLARS $ 120 HiLLCREST DP FLORENCE Pott 01`362 grant t husband and wife,both of 17 1'',uttding Value $310._300 Vermont Street,Greenfield Franklin County,Massachusetts,as tenants by the entirety '\. W Larid Value a Other da tee 5005 6D0 with QUITCLAIM COVENANTS 111 Total Value: $414,400 ~ I 120 That certain tract or parcel of land situate on the Northwesterly side of Hillcrest Drive,Florence O HILLC LEST (Northampton),Hampshire County,in the Commonwealth of Massachusetts,more particularly a DR N>_e>sment aata Elam FY 2014 bounded and described as follows: ag Lo Size 0.47Acres BEGINNING at an iron pin located on said Northwesterly side of Hillcrest Drive at the 1 Last Sale price 5415.000 Southeasterly comer of the parcel herein conveyed,the same being the Northeasterly comer of g L Last Sale Date 20120319 ?s` o QLot No.82 as shown on plan of land hereinafter referred to;thence running o E B m Use Cade 101 a t Year Build: 1934 � @ t g N.76°05'30"W. a distance of 169.87 feet along said Lot No.82 to an iron pin located onLn >g a the Southeasterly boundary of a right of way as shown on the plan y 115 hereinafter referred in-thence mmino and mnnina —m c 110 HILLCftST HILLUMSTDR 0 m DR 30- )0 0-30 6Oft r � 5 THIS ELECTRICAL DRANRtG IS A PROPOSED DESIGN.THE ELECTRICIAN 15 AT LIBERTY TO ADJUST DURING THE BUILD AND AMENDMENTS MALL RE REFLECTED N THE A ULT DIAGRAM. System Components: O Inverter Trip Settings: Labeling Schedule 1) Snap&Rack Ultra Rail racking BOM Inverter TRIP settings are set in the inverter parMa ISO NE SRD and ESB 756 section 7.6.11. 1)WARNING!PHOTOVOLTAIC POWER SOURCE 2) 30x Hanwha Q.PEAK DUO BLK-G6-335 PV modules DEVICE DEFAULT PICKUP DEFAULT CLEARING Pickups and 2)SOLAR PV AC COMBINER BOX SETTING TIME(seconds) Clearing Times w 3) 30x(I07PLUS-72-2-US)Enphase microinverters (simplified defaults Adhere to Required 3)PV SYSTEM AC DISCONNECT Rated AC Output Current:36.3A a 3x(Q-SEAL-10)Sealing Cap For Q Cable from Section 7.6.11) Defaults(YesMo): AC Nominal Operating Voltage:240V AC $ 3x(Q-TERM-1 0)Terminal Cap For Q Cable Under Frequency 56.5 Hz 0.16 yes 4)RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM a 4) 2x(RSTC 0799-5B)Blk Soladeck (81U) (reflective) Under Frequency 58.5 Nz 300 Yea 5) 1x(X-IQ-AM1-240-3)Enphase Combiner Box (81U) s o w e 5)WARNING!ELECTRICAL SHOCK HAZARD TERMINALS ON 3x(BR220)20A 2P PLUG-IN 120/240V over Frequency(810) 61.2 Hz300 Yes BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE < ix(CT-200-SPLIT)set of 2 consumption CTs Over Frequency(810) 62.0 HE 0.16 Yes OPEN POSITION 1x(DLA LA-302R)1P3W 250V Lightning Arrestor Under Voltage(27) 50%ofNominal 1.1 Yes 6)UTILITY GENERATION METER 6) 1x(DG222NRB)EATON 60AfusedAC Disconnect Under Voltage(27) 88%of Nominal 2 Yes 7)WARNING BUSBAR IS ENERGIZED FROM 2 SOURCES p5 7) 1x(U5934)Milbank 60A 1PH 3W meter socket Over Voltage(59) 110%of Nominal 2 Yes - s over voltage(s9) 1120%of 016 Yes UTILITY GRID AND PHOTOVOLTAIC SYSTEM �6 8) Main Entrance Load Center 200A main CB 8)WARNING!INVERTER OUTPUT CONNECTION DO NOT a L ba z 1x(BR250)50A 2P PLUG-IN 120/240V RELOCATE THIS OVERCURRENT DEVICE �, Y 9) Utility Service Meter 120/240V 1 PH 3W 9)WARNING!UTILITY METER ENERGIZED BY 2 SOURCES o m 10) Main Service Load Center 200A EQUIPMENT LOCATIONS 10)UTILITY SERVICE METER Roof Array N, (a 30x Hanwha Q.PEAK DUO BLK-G6-335 PV modules a w Communications: g. 30x Enphase IQ7PLUS-72-2-US micro-inverters a MODQ MOD MOD MOD SnapNRack Ultra Rail mounting system Wifi to Envoy or CATS TBD N N - Internal Wall of Basement MICRO Enphase Combiner Box(N) $� INVERTERS Main Service Panel E a g U I CIRCUIT Internal Wall of Garage ( ) Conductor/0M Calculations: w R (NEC 210.19(A)(1)(a)).Inverter a 200A Main Breaker(N) IQ7PLUS-72-2-US Max Output=1.21A x o AC AC AC AC Entrance Panel(N) Q a - 30=36.3A x 1.25=45.375A a DC DC DC DC Car charger(N) U External Wall of House MOD '�Q MOD MOD MOD Utility SMART Generation Meter(N) U g CB or fused AC Disconnect(N) LINE on the top and w MICRO Utility Meter(E) the LOAD on the w a INVERTERS AC Isolation Device! bottom side of the MA a IN BRANCH — AC Isolation Device m CIRCUIT SMART Meter o E y E ee 5 1 2 t.- 0 � y DC DC DC DC AC Isolation Devica� SMART Meter AC Combiner Box ��' q 9 c = �> y lel, ,.'� NET To/From $$ MOD 1 10 MOD MOD MOD Entr.Panel --— --- 3 M Utirty m ��. � PRODucnoN crs kWh A 00 MICRO !,4,; - 6 4 5 ,7 6 zooA 8 2 INVERTERS = IN BRANCH BOX n AC Disco RGM ^ Car Charger > ✓, CIRCUIT M SOA 2P AC -. 3 . . . . . . . . AC AC EAC y a (6)7)#8 THH Q CatIN� _— r — MeN GEC ~ 3 (8)MB THHN EGC (3)12@/2 RX� 1, 'T.". � 6/3 SER (�68 CU THHN I 8/3 SER ) —. 11/4 ot nipple 6se �,~_, This plan is dre propoitWq work pmduO&Vafey Soler UC.(AS).His daimood for IT,linkred and eiclusw pwposa of supporting ax oonowt bid of AS,sno cusromer agrees rhar to,alertrenrs of#ds plan shall not be W.otished or prowonNf m any form fw rha ,,re q or supporting rhe work of compering Protea rorMracrwa rtillavr rlre permission or.wW oonyrenaerian pad lo.AS N W � C D 3 N y m�� Z�c �.�o m ;u-0 0 O f� E.O th zl m F N Cm p 3�� n -p.. Q 41i) d.K o zm mz� my m gym- CO 03 U R N N 11 F 4�Vi O � z o m x � 3 Cn O - N II m 3 o m n Sc 231 AN" dy R Y y i a - G THIS SITE PLAN IS A VROPOSEO CE51GN.THE ELECT NW IAN IS AT LIBERTY TO ADJUST DURING THE BUe.D BASED ON CONDITIONS.ANY AMENOMENTS WILL BE REELECTED IN 1'HE AS-BUILT ELECTRICAL DIAGRAM. Valley Solar LLC 1 340 Riverside Drive SITE NAME Stephen Platt SCALE:SEE VIEW SHEET NUMBER WCC MA alley PO Box 606271 Northampton SITE PLAN SITE ADDRESS 120 Hillcrest Dr Florence,MA DATE 12/4/19 01062 1 413.584.8844 01062 (Js:,.'. ar, wwW.ValWolar-So1ar SYSTEM SIZE 6.0 kWAC 8.375 kWDC DRAWN:LR ELEC:TBD � N a Bk:10844 Pg;330 8 e ` � MAssaoHusutT8 EXCISE TAX O a 2 H.'pP.Nm aMdcr Hoa!13 601 c 3 E" 0k:10844Pg:350 Pegs:1 of 3 o� asa: av/snolzoF:nPra = 8 o ,n ttecordaa:a;ngnolz 61;oz PM ono!027233Og075^oc+ooaoe0ag a LL w> F4A:♦1,592.40 Cues:5415.066.66 .0 a° 4a S p � f Affected Premises: 120 Hillcrest Drive Florence(Northampton),Massachusetts 01062 rr KNOW ALL PERSONS BY THESE PRESEN'fS,THAT o L 120 HILLCRE S T DR WE,JEFFREY M.MACKENZIE and RUTH C.MACKENZIE,husband and wife,both of t to > NORTHAMPTON 1201Iillcrest Drive,Northampton,Hampshire Comity,Massachusetts e' � ao ... z SC ti.t S`€ C .r^e, PLATT STEPHEN R& for consideration paid,and in full Consideration of FOUR HUNDRED FIFTEEN THOUSAND s and W1100($415,000.00)DOLLARS g 'vR grant to STEPHEN R.PLAT"f and FRANCES M.LILY,husband and wife,birth of 17 W t a Vermont Street,Greenfield,Franklin County,Massachusetts,as tenants by the entirely � and Vatue 5t0136DO with QUITCLAIM COVENANTS O g "'aief made, I? 120 totallla{uo. $414,44X) That certain tract or parcel of land situate on the Northwesterly side of Iiillcrest Drive,Florence hNLLI: (Northampton),Hampshire County,in the Commonwealth of Massachusetts,more particularly oft e vrtant datafrorn F'r 20I4 bounded and described as follows: �q ' See 0A7 ArTes. E BEGINNING at an iron pin located on said Northwesterly side of Hillcrest Drive at the �� f Last Sate F ice. $415,000 >_o ! Southeasterly comer of the parcel herein conveyed,the same being the Northeasterly comer ofncs o t ya La t Sale Date: 20120310 6 E OR u, B Lot No.82 as shown on plan of land hereinafter referred to;thee running o use code. 101 � Fe o,.$ Year Built 1984 o t?e 19 N.26 OS'30"14'. a distance of 169.87 feet along said Lot No.82 to an iron pin located on �^_- t ? =—''t3 the Southeasterl•bounds of a right of way as shown on the lan �`'#" � f � q <_�..,..,. _ _, -,. � y boundary !� Y P �S$`8 x 113 f hereinafter mf--M fn-11~.e.tnmina and ronnina hNt L1Y S6 C J HILL T m � �€ �t as _ rn E > 5