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17A-009 (5) 20 STERLING RD BP-2020-0100 GIS#: COMMONWEALTH OF MASSACHUSETTS MW:Block: 17A-009 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-2020-0100 Proiect# JS-2020-000170 Est.Cost: $24106.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VALLEY SOLAR LLC 077279 Lot Size(sa.ft.): 13503.60 Owner: PORTH SIEGFRIED Zoning: 111000WRAmo) sp000Applicant: VALLEY SOLAR LLC AT: 20 STERLING RD Applicant Address: Phone: Insurance: PO BOX 60627 (413)584-8844 WC FLORENCEMA01062 ISSUED ON.-712612019 0:00:00 TO PERFORM THE FOLLOWING WORK.-ROOF MOUNTED SOLAR, 22 PANEL 7.37 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 Siznature: FeeTyae: Date Paid: Amount: Building 7/26/2019 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner 5 U Llti�. Department use only City of Northampt n --r� i. r.. Building Departm nt CE I Drive ay Permit 212 Main Stree Sewer/S ptic vailability t F Room 100 JUL � � t ger ell Av ilability Northampton, MA 0 06 Two Set of S ructural Plans phone 413-587-1240 Fax 13- EarPlot/Sit Plan - .of cua��Nc,ir; NORTHAMrION, �8*Clfy APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION (3 P -w ^ I ov 1.1 Property Address. This section to be completed by office Map Lot Unit 20 Sterling Rd., Florence, MA 01062 Zone Overlay District Elm St. District CB District SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Laura Livermore and Siegfred Porth 20 Sterling Rd., Florence, MA 01062 Name(Print) Current Mailing Address: d a"tk C�"Vu—w-u 413-244-2339 Telephone Signature 2.2 Authorized Agent: Valley Solar LLC PO Box 60627, Florence, MA 01062 Name(Print) Current Mailing Address: 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) 5. Fire Protection 6. Total= (1 +2 + 3+4+ 5) $24,106 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature. -7-25 Z60 Building Commissioner/Inspector of Buildings Date Ihasbrouck @ northamptonma.gov info valleysolar.solar EMAIL ADDRESS (REQUIRED; CONTRACTOR) ■ 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 Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW Q YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW 0 YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained Q , Date Issued: C. Do any signs exist on the property? YES Q NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO O IF YES, describe size, type and location: E. Will the construction activity disturb(Gearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. a SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding [0] Other[X Solar Brief Description of Proposed Installation of 22 Panel solar roof mount array. System size 7.37 kW DC. Work: 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 Laura Livermore and Siegfred Porth 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. 07/23/2019 Signature of Owner Date Valley Solar LLC as Qmaw/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. IyLaVL a �k'v Print Na 7;i� Signature of Owner/Agent Date 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 Road. Southampton, MA 01073 6/21/2020 Signatu lephone wr/ 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 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....... No...... ❑ City of Northampton Massachusetts {y, , trp DEPARTMENT OF BUILDING INSPECTIONS !� 212 Main Street •Municipal Building t Northampton, MA 01060 fs'! . 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: oa 0 (�) rl� 9 �'-D (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) bAh Sign ure of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. The Commonwealth of Massachusetts Department of Industrial Accidentv +t Office of lit pestigations :y 600 Washington Street Boston, MA 02111 • www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Annlic'ant Information Please Print Legibly Name(flusitx:ss/Ortaniratiott/ludividunl): Valley Solar LLC Address:340 Riverside Drive PO BOX 60627 City/State/Zip:Florence, MA 01062 Phone#: 413-584-8_844 _ Are you an employer?Check the appropriate box: Type of project(required): 1.® 1 am a employer with 11 4. ❑ I am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors G. ❑ New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. Q Remodeling ship and have no employees "These sub-contractors have g, Q Demolition working for me in any capacity. employees and have workers' 9. Q Building addition ]No workers'comp.insurance comp,insurance.+* required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. No workers'corn right of exemption per MGI. Y' l P• 12.Q Roof repairs insurance required.]+ c. 152,§1(4),and we have no 13®OtherSOlar employees.]No workers' comp.insurance inquired.] *Any applicant that checks box b 1 nunl also till out the section W ow showing their workers'compensation policy inl4mtation. t I lomcowners who submit this affidavit indicating they are doing all work and then hire otdside contractors must submit a new affidavit indicating such. .Contractors that check this box must attached an additional sheet showing the name orthe sub-contractors and state whether or not those entities huve employees if the sub-contractors have employees,lhey most provide their wurkers'comp.polity number. 1 ate au employer that iv providing lvorl,erc'conyrensatiott insurance fur ml+entplt�i+eec. Below is the policy and job site infurnuttion. Insurance Company Name:.-Liberty Mutual Policy It or Self-ins. Lic.it:WC531 5620647019 `_ Expiration Date:_2/1/2020 Job SiteAddress: 26 576c-L-1t ss PLD City/State/Zip: NAA Cg0C2_ 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 ofthe DIA f'or insurance coverage verification. 1 do hereby certo,unde t airs and p7lties of per' a infornudion provided above is true and correct. Signature: Date: —A)- I'honc tt: 413-584-8844 Official use onll: Do not write int this area,it)be completed hp city+or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2. Building Department 3.City,/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other _ Contact Person: Phone 11: IMF— $PennFLjS10p4 July 24, 2019 1 S2 S. Broad St. Valle y SolaLansdale, PA 19446 Solar (2l 340 Riverside Dr 5)361-8040 Northampton MA 01062 RE: Livermore 20 Sterlin Residence Client Pro ect Florence, MA 01062 PFE Project#.- 193632 E On behalf of Valley Sear paw„ F referenced Io����A.� e uslOn En { „"V"iq- E rr,e neW urpo9ineerin If proYl�e photos Se of our 9 LLC (PFE bV e1V ortulPoSe anal Was to determine if a structural analysis of the roof Valley Solar and I dles !n addit!on t0 the code required design loads. Our at the above S Isolated y to the areas where the modules sa egintended it be Placedurally sufficient to System$ dted Onl analysis is based on the information Specifications: Total System Size' 7,37 kW/DC Panel Specs: (22) LG solar- LG335N1 C-AS Inverter Specs: (22)Enphase -IQ7 Racking System: SnapNRack -Series 100 UL The modules are to be located on the following roof planes: Mounting Rafter Rafter Horizontal Collar Collar Tie Number of Ceilin Plane Size Spacing Span Ties Spacing Sheathing STypee Shingle Layers P of le 1 2x6 16" 11 ft. Oin. N/A 0" CDX 1/2" AsphaltShingles 1 Flat 2 2x6 16" l Oft. 6in. N/A 0" CDX 112" 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. 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. It has been determined by this office that the roof, as specified above, is adequate to support the new PV modules in addition to the code required design loading. Attach the module rail brackets to the roof with 5/16" lag bolts at 48 on center maximum with staggered penetration such that load is distributed evenly among roof members. Provide a minimum of 2" of penetration into the wood members. This office has determined that the installation of the PV System as specified above will meet the structural requirements of the 201 5 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. OF 1,,qS Best Regards, <>, Penn Fusion Engineering LLC O Y ANDREY1 DOMENIC m J LEQNE y NO 53C4.., Andrew D. Leone, P.E. Principal NNW 152 S.Broad St. Lansdale,PA 19446 (267)640-2758 #Ipenn FU51ON ® . � 1 n o E n 'sIr Name Valley Solar 193632 PFE Project Number: Client Project Number: 20LNE Project: LivermoreRd Address: 20 Sencen N►A terli01062 FtoDescription: Mounting Plane 1 Calculations By: ADL2019 Date:J y 24 Rovf Consrrucfl nn 2x6 Rafters at 16"on center A= 8.25 int Ix= 20.8 in" Sx= 7.56 in3 Wood Species= Doug-Fir Larch #2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 27 Rafter Span= 10.97 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(P9): 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(Kd): 0.85 Topographic Factor(K,t): 1 Velocity Pressure Exposure Coefficient 0 7 (KZ): 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(CJ: 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 I Penn FUSION 152 S. Broad St. E fl 1 n ® t 1 n y Lansdale, PA 19446 0 (215)361-8040 July 24, 2019 Valley Solar 340 Riverside Dr Northampton, MA 01062 RE: Livermore Residence 20 Sterling Rd, Florence, MA 01062 Client Project#: 20LIVE PFE Project#: 193632 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: 7.37 kW/DC Panel Specs: (22) LG Solar- LG335N1 C-AS Inverter Specs: (22)Enphase - IQ7 Racking System: SnapNRack-Series 100 UL The modules are to be located on the following roof planes: Mounting Rafter Rafter Horizontal Collar Collar Tie Shingle Number of Ceiling Plane Size Spacing Span Ties Spacing Sheathing Type Shingle Layers Profile 1 2x6 16" 1 1 ft. Oin. N/A 0" CDX 112" Shipgles 1 Flat 2 2x6 16" 1 Oft. 6in. N/A 0" CDX 112" 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(Pg): 40 psf Wind Speed (V): 1 1 7 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. 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 S/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. Best Regards, Penn Fusion Engineering LLC ANDREW DOVEY m J LEONE .4 Na 53GAL,,.... Andrew D. Leone, P.E. Principal '� ,' t Penn FUSION 152 S. Broad E n � 1 n ® . t l n Q Lansdale, PA 1944466 (267)640-2758 Client Name: Valley Solar PFE Project Number: 193632 Client Project Number: 20LIVE Project: Livermore Residence Address: 20 Sterling Rd Florence, MA 01062 Description: Mounting Plane 1 Calculations By: ADL Date:July 24, 2019 Roof Construction 2x6 Rafters at 16"on center A= 8.25 int Ix= 20.8 in Sx= 7.56 in Wood Species= Doug-Fir Larch #2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 27 ° Rafter Span= 10.97 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Pg): 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(Kd): 0.85 Topographic Factor(K,t): 1 Velocity Pressure Exposure Coefficient 0 7 (KZ) Importance Factor(1): 1 Velocity Pressure (qz): 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(C,): 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: 962.23 ft*Ib fb: 1526.85 psi Load Duration Factor(Cd): 1.1 5 Stability Factor(CO: 1 Wet Service Factor (CM): 1 Temperature Factor(CT): 1 Size Factor(CO: 1.3 Flat Use Factor(Cfu): 1 Incising Factor(C): 1 Repetitive Member Factor(Cr): 1.15 Fb: 900 psi F'b: 1547.33 psi 1526.85<=l 547.33 OK in Bending Shear Vd: 350.73 lb f,: 63.77 psi Load Duration Factor(Cd): 1.15 Wet Service Factor(CM): 1 Temperature Factor(CT): 1 Size Factor(CF): 1.3 Flat Use Factor(Cfu): 1 Incising Factor(C): 1 F„: 180 psi F',) 207 psi 63.77<=207 OK in Shear Deflection Live Load Deflection A): 0.52 in L/252 OK in Live Load Deflection Total Load Deflection (AT): 0.63 in L/210 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. * Penn FUSION152 S. Broad St., E n g 1 n d r r i n 9 Lansdale, PA4 19446 (267)640-2758 Client Name: Valley Solar PFE Project Number: 193632 Client Project Number: 20LIVE Project: Livermore Residence Address: 20 Sterling Rd Florence, MA 01062 Description: Mounting Plane 2 Calculations By: ADL Date:July 24, 2019 Roof Construction 2x6 Rafters at 16"on center A= 8.25 int Ix= 20.8 in Sx= 7.S6 in Wood Species= Doug-Fir Larch #2 Fb= 900 psi Fv= 180 psi E= 1600000 psi Roof Slope= 27 ° Rafter Span= 10.47 ft Ceiling Attached to Rafters?: No Design Criteria Ground Snow(Py): 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(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 ftz Component: Component Roof Pressures: 14.03 / -57.53 psf Snow Load Calculations Exposure Factor(Ce): 1 Thermal Factor(CL): 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: 876.55 ft*Ib fb: 1390.89 psi Load Duration Factor(Cd): 1.15 Stability Factor(CO: 1 Wet Service Factor(CM): 1 Temperature Factor(CT): 1 Size Factor(CO: 1.3 Flat Use Factor(Cf„): 1 Incising Factor(C;): 1 Repetitive Member Factor(C,): 1.1 5 Fb: 900 psi F'b: 1547.33 psi 1390.89<=1 547.33 OK in Bending Shear Vd: 334.75 lb f,: 60.86 psi Load Duration Factor(Cd): 1.1 5 Wet Service Factor(CM): 1 Temperature Factor (CT): 1 Size Factor(Cr): 1.3 Flat Use Factor(Cf„): 1 Incising Factor(C;): 1 Fv: 180 psi F'„): 207 psi 60.86<=207 OK in Shear Deflection Live Load Deflection A): 0.43 in L/290 OK in Live Load Deflection Total Load Deflection (AT): 0.52 in L/242 OK in Total Load Deflection Uplift Calculation Tributary Square Footage on 10.83 ft' 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. w PLAN__. LEGEND a ROOF ARRAY a (22)LG335N1C-A5 SOLAR PV PANELS m (22)ENPHASE IQ7-60-2-US MICRO-INNER R SNAPNRACK ULTRA RAIL SOLAR o w pr MOUNTING SYSTEM o U a 1 INTERNAL WALL OF HOUSE m Cl! SOLAR PV COMBINER BOX(N) N . d1 m U MAIN ELECTRICAL PANEL(E) m N o O p m Y N U m M F, J r � EXTERNAL WALL OF HOUSE © MA SMART GENERATION METER(N) w � DISCONNECT(N) o UT� UTILITY METER(E) w r w i N V5 w i Z r 4 a ��. • f CL * - W ` Utility Clien a Siegfred Porth 20 Sterling Rd Florence,MA 010 622 E g5 � q� ♦ � m$ m O �s a•e u� e LG335N1 C-V5 33 The LG NeON°2 is LG's best selling solar module,and is one of the most powerful and versatile modules on the market today.Featuring LG's Cello Technology, the LG NeON° 2 increases power output. New updates include an extended performance warranty from 86% to 89.6% to give customers higher performance and reliability. ]VE CON USC 'y��y..� i 1 In progress Made in �r USA= Fromlmportrd Parts� Features Enhanced Performance Warranty Enhanced Product Warranty 25y, LG NeON° 2 has an enhanced performance LG has extended the warranty of the NeON°2 warranty. After 25 years,LG NeON°2 is guar- to 25 years,which is among the top of industry anteed to perform at minimum 89.6%of initial standards. performance. Better Performance on a Sunny Day Roof Aesthetics LG NeON°2 now performs better on sunny ;? _�.I LG NeON° 2 has been designed with aesthetics in days,thanks to its improved temperature mind using thinner wires that appear all black at a coefficient. distance.The LG NeON°2 can increase the aesthetic value of your home with a more modern design. About LG Electronics LG Eleccmracs is a global leader in electmnic products in the clean enemy markets by uffb.nq solar pV panels and energy storage systems.The company 1 o5t embarked on a solar energy sow-research pi ogram in 7 985,supported by LG Group's vast experience m rhe wmi-conductui,LCD,chemistry and niatenals industne-In 2010,LG Solar successfully released as first MnneHQ series to the market,which is now available in 32 countries.The NnON®(previous.Mano)(®NeON),NeONO2,NeONe2 LG Bil'aclal won the"Intersolar AWARD"in 2013,2015 and 2016,which demonstrates LG%leade,hip and innovation in the solar mdustr). LG NeONO2 USA Foca rmporred Pam� LG335N 1 C-V5 General Data Electrical Properties(STC*) ---'------------- Celt Properties(Material/Type) Monocrystalbne/N-type Model LG335N?C-VS M Cell Maker (.. ._.. _r - �� LG Maximum Power ax) (W]' 335 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [V]- 34.1 Number of8usbars -.. - _.12EA - -. MPP Current(1-pp). [A] 9.83 Module Dimensions(L x W x H) 1686m x 1,016mm x 40 mm Open Circuit Voltage(*;t SX) [V] 41.0 _ -.-g -.._ Weight 17.1 k Short Circuit Current(1s;!X) [A] _ 10.49 - Glass(Material) - Tempered Glass with AR Coating Module Efrtnency [%] 19.6 Bacimbeet(Cokr)- White -Prower Tolerance [%] 0-+3 Ftame(Matwial). - Anodized Aluminium `STC(Standard Test Condition).Irradiance 1000 W/m',Cell temperature 25 Y„AM 1.5 Junction Boxakuraction Degree) IP 68 with 3 Bypass Diodes Cab*s(Length) - 1,000 mm x 2EA Operating Conditions Comector(Type/Maker).. MC4/MC OperatingTemperature - .. _ -.__ [°C]-.- 40-+ 90 Maximum System voltage-._--_ (V).-- ..._- 1,000(UL).,1000gEC)_. _- Maximum Series Fuse Rating [A] - __ 20 Certifications and Warranty Mechanical Test Load(Front) [Pa/psf] S,400 113 IEC 61215-1/-1-1/2:2016,IEC 61730- MechanimlTest Load(Rear) -.--___„-- _[Pa/psf]_ _-__-^_4000/84 _ �- -- •Test Load-Design load X Safety Factor(1.5) ns Certificatio1/22016,UL 1703 ISO 9001,ISO 14001,Iso 50001 Packaging Configuration OHSAS 18001,PV CYCLE - .--_ Number of Modules per Paget [EA] 25 Salt Mist Caroson Test IEC 61701:2012 Seventy 6 - -'-_.-- _ -_- `.---_-- __.._._.. Nwrnberof Modulesper40ft HQContainer [EA] 650 AmmomCorrosionTest IEC62716:2013 _....-_.___ngB - __._ ____ _ mm _ Packaging Box Dimensions(Lx WxH) [mm]- 1,750x1,120x1,221 ..Module Fire Performance Type 1(UL 1703) Packaging Box Gross Weight -._[kg] ._.... .._.464 Fire Rating - ' Class C(UL 790,ULC/ORD C 1703) Solar Module Product Warranty 25 Years Solar Module OtttputWarranty — linear Warranty ___._.__ Dimensions(mm/inch) •1)First year:98%2)After 1st year.0.35%annual degradation 3)89-6%for 2S years Temperature Characteristics _ NMOT- [ °C] 42 3 3 ---- Pmax -036 su:c.w.as Voc -0.27 Isc ---------- [%/-C] ---' -- 0.03------ ia”'-`- •i •NMOT(Nominal Module Operating Temperature):Irradiarim 800 W/m',Ambient temperature 20°C, - Wind speed 1 m/s,Spectrum AM 1.5 Electrical Properties(NMOT) Model LG335NTC VS Maximum Power (Pmax---)--.-(W-� 250.---.-_---_.__ ) MPP Voltage(Vmpp) 31.9 ---- -- - MPP current(Impp) [A] 7.84 Open Circuit Voltage(Voc) [V] 38.5 Short Circuit Current(Isc),[A] 8.43 1-V Curves _ R loocw scow 40OW sit .4 0 s .1 iY 2WW ? cl l (�r Voltage(V) ® LG Electronics Inc Product specifications are subject to change without notice_ ❑M M❑ Solar Business Division LG335N 1 t-VS_US_VerG 1 LG 2000 Millbrook Drive A #- Lincolnshire,IL 60069 ©2019 LG Electronics.All fights reserved. r Life's Good www-Ig-solaccom The high-powered smart grid-ready Enphase 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. Wificroinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy', Enphase IQ Battery", and the Enphase Enlighten'" monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple s` 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 11 double-insulated enclosure • UL listed b-F N PHASE Q Smart Grid Ready Complies with advanced grid support,voltage and a' - frequency ride-through requirements Tf Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) U� *The IQ 7+Micro is required to support 72-cell modules. 0:1ENPHASE To learn more about Enphase offerings,visit enphase.com Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/IQ7PLUS-72-13-US Commonly used module pairings' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48V 60V Peak power tracking voltage 27V-37V 27 V-45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22V/48V 22 V/60 V Max DC short circuit current(module Isc) 15A 15A Overvoltage class DC port 11 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 1.VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range2 240 V/ 208V/ 240 V/ 208V/ 211-264 V 183-229 V 211-264 V 183-229V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency 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 III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.7 leading...0.7 lagging 0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 97.6% 97,6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0 9b 97.0% 97.0% MECHANICAL DATA Ambient temperature range -40°C to+651C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter) Connector type(IQ7-60-B-US&IQ7PLUS-72-B-US) Friends PV2(MCA intermateable). Adaptors for modules with MC4 or UTX connectors: PV2 to MC4:order ECA-S20-S22 PV2 to UTX:order ECA-S20-S25 Dimensions(WxHxD) 212 mm x 175 mm x 30.2 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 It double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and 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.Seethe compatibility calculator at httns:;%eiTr h?SE,�orn;en uslsi py ort e,(vl�- mh�lit�ihty. 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 E N P H A k'_3 E �c)2018 Enphase Energy All rights reserved All trademarks or brands used are the property of Enphase Energy,Inc. 2018-0.5-24 SNAPNRACK UR 40 RACKING SYSTEM REVISION: SHOWN MOUNTED ON ULTRA FOOT WITH SNAPNRACK q 11/30/2017 NEW oEraiL ria UNIVERSAL END CLAMPS.FOR TILE MID CLAMP, _ TMP' 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. %6"0 LAG SCREW WITH 2Yz"MIN. EMBEDMENT INTO STRUCTURAL MEMBER. TOROUE SPECIFICATIONS: SNAPNRACK ROOF ATTACHMENT 5/16"0 NUTS&BOLTS,10-16 FT-LBS SNAPNRACK UR-40 RAIL,TMP: (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-DOl,""UR40-DOB,""UR40-DO9,"& DISTANCE BETWEEN "UR40-D10,"FOR DETAILS AND ROOF ATTACHMENTS LIMITATIONS. i \ 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 2S%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 ? .. v A a1c.v ^°"F"��L •Fu^r°°°°°°' DRAFTER: M.Affentranger UR40-DO6 UR-40 TYPICAL LAYOUT DATE: 11/30/2017 APPROVED BY: G.MCPheeter5 SNAPNRACK UR-40 RAIL SHOWN SPLICED REVISION: TOGETHER WITH THE SNAPNRACK ULTRAA 11/7/2017 NEW DETAIL MA " RAIL SPLICE. 2"MAX 1% _1/a"RAIL GAP — — 2MIN FOR THERMAL EXPANSION — TORQUE SPECIFICATIONS: AT SPLICES _ 00 NUTS&BOLTS,10-16 FT-LBS — CENTER SPLICE BETWEEN THE TWO BONDING CLIPS AS SHOWN IN"SPLICE ALIGNMENT LIMITS"VIEW awo RAIL EDGE MUST NOT PASS— SPLICE ALIGNMENT LIMITS THE CLIP EDGE,AS SHOWN. $� SNAPNRACK UR-40 RAIL, SNAPNRACK BONDING CLIP,TYPE 2 FOR BONDING ACROSS RAILS %6"0-18 BOLT,S.S. SNAPNRACK ULTRA SPLICE ASSEMBLY, CENTER ON RAIL GAP t 1" SNAPNRACK ULTRA SNAPNRACK ULTRA SPLICE,THRU SPLICE,TAPPED r Sunrun South LLC DESIGNER: M.Affentranger SCALE: PART NUMBER: DESCRIPTION: REV DNS DRAFTER: M.Affentranger UR40-D05 UR-40 ULTRA SPLICE DETAILS A DATE: 11/7/2017 APPROVED BY: G.MCPheeter5 viamEx c"xsrin os sui"ux�,