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29-047 (10)
298 RYAN RD BP-2021-1157 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:29-047 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-2021-1157 Project# JS-2021-001939 Est.Cost: $16919.00 Fee: $75.00 . PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.ft.): 12501.72 Owner: GAMMON IRVEN Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 298 RYAN RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 O Liability HATFI ELDMA01038 ISSUED ON:4/12/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 14 PANEL 4.76 KW SOLAR SYSTEM ON ROOF 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 NORTHAMPTO UP VIOLATION OF ANY OF ITS RULES AND REGULATIONS. 4 • • AT i 1 Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 4/12/20210:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Department use only City of Nortiampton - slaws of Permit uAdIng Depar:mer t I Curb CutiUnveway Permit 212 Main Street SeweriSeptic AailabiIity Room 100 WateriWell Availability Dpi n Northampton, MA 01C80 2 2021 two Sets of Struchiral Plans phone 413-587-1240 Pax 413-587 1272 PiptISite Plans r-i er Specify INSPE ' PAA 01," APPLICATION TO CONSTRUCT, ALTER, REPAIR, REVOYATE-OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Proberty Address 298 Ryan Rd Map c 61 Lot a `17 Unit Florence MA 01062 Zone Overlay District Elm St District _ _ _ CB District SECTION 2-PROPERTY OWN ERSHIPiAUTHORIZED AGENT 2.1 Owner of Record. 298 Ryan Rd irven Gammon Florence MA 01062 \Arno tiJr,nt • 413-320-6955 •, S-Ktri,u 2.2 Authorized Agent; North t Solar 136 Elm St, Hatfield, MA 01038 camrr.Wong Artrircm7.- 413-247-6045 "reletthure SECTION 3-ESTIMATED CONSTRUCTION COSTS lten Estimated Cost(Doilars tc be Official Use Only corroeted by_p9rrTht.ap cant Building (al Building Permit Fee 2. Electrical (t)Estimated Total Cost of _.Construction from(SI_ 2. Plumbing Building Permit Fee 1. VechanicaHHVAC 5. Fire Prbtectori 6. Total = :1 2 1-3 /-4 $16,919 Check Number This Section For Official Use Only Date Building Permit Number: c))/.."// Issued: SionaLire: LI- 12- 2OZ Bulldog Ccorsr:s.t.nrerirgygmant Hiartirvs Date Section 4. ZONING XI Information Must De Completed. Permit Can Sr Denied Due To Incomplete Information Existing Proposed Required by Zoning Thn ia!hrnm IV be hued in by t ui4ing Deparanor. Lot Size I Frontage Sethaeks Front Side L: R. L: R. Rear Building Height Bldg. Square Footage % Open Space Footage % (ChA mc*-rlinut.bklx r4+ed -- 7arrino of Parking Spaces Fill: Cvntuc &t.nc.um A. Has a Special Permit/Variance/Finding ever been Issued for/on the site? N0 0 DON'T KNOW YES 0 IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO C) DON'T KNOW 0 YES 0 IF YES: cn'cr Book Page r-•dror Dccl tar t B. Does the site contain a brook, body of water or wetlands? NO 3 DON— K,,GW (_) yiEs C) IF YES, has a permit been or need to be obtdned from the Conservation Conirnissir;•i' Needs to be obtained () Obtained E Date Issued: C. Do any signs exist on the property? YES C. N0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES C) NJ Il IF YES, Jescrioe siti_, type and location: E. Will the ;cnstructicn actIvey isburb ng,grading,R,c3.'altcn.or filling; over ' acre cr s 11 part of a ocxnmon plan that will c s:,:rb over 1 acre? YES NO IF YES.then a Northampton Storm Water Management Permit from the DPW is required_ SULTIQtt DESCQIeTiQriQf PROPOSiti W RK Ic,xeck fill apg!1cable) New House f Addition I ) Replacement Windows Alteration ls) Roofing Or Doors El _ Accessory Bldg. —1 Demolition U New Signs 1.I I] Decks 121 Siding ll-ij Other`Xl Bret Description of Prc osed Install 14 solar panels on Roof Ateratron of existing teorcorn Yes___ No Fed:rg new bedroom Yes No Attached Narrative R_^carat^g 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 Fan•.iy Two Farr y Omer • Nurroer of rooms 'n each family unit: Nun-•:_•cf bathrooms c. Is these a garage attached'?— o. Proposed Square footage of new construction. Dimensions E. Nurrter of stories? f. Method of heatir ? Fireplaces or14'cfisstoves Number of each g. Energy Conservation Corrc arce — Masscheck Energy Compiianoe form attached3? n. Type of construction .. Is ccestruc'ion w tr " 100 ft. of wetlands? _Yes No. Is canstructc ' within 100 yr. floodplain Yes___No 1. Depth of baserrent or ozl tar floor te4ow finished grade _ K. Will building conform to the building and Zoning regulations? Yes No_ I. Se tic Tank Ctty Sewer Private well--- City water&poly SECTION la-OWNER AUTHORIZATION-TO BE COMPLETED WHEN - OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Irven Gammon property ,as (wner of the sect hereby autr,prtze Northeast Solar to act on rpy/oena rail tQrs"re alive to w_rlk authorized Cy this building permit application. __7- — �li___ ///a'Z Ej/z 9 2 8 Alin S" i urr v1 Onnrr G•atr I • 1, Gregory Garrison/Northeast Solar _ Agent hereby declare that the statements and information on the fore.�-or3 application lication are true and acouraie,to the best of my knowledge and belief. Signed under the pains and penalt.es of pequry. Gre.o ;. .rriso :::;DArI er, - �►l11 k/ !' 7 i mw �/ �. i . SECTION 8 -CONSTRUCTION SERVICES 11.1 Licensed Construction Sunervlaor: Not Applicable 0 Phi11_p Baunsgard Name of License Hulce( CS106113 License Number 41 Heath Rd Coirai::, ''.a 01340 6/7/21 A ExGirsliul out 413-247-6045 s0.:1 rem:mono 9. Repisiereo Home Improvement Contractor: Not Applicao e 0 Northeast Solar 1E3641 Company Name Regis.rat or Number 136 Elm S Hatf 'e1d, Ma 01038 7/13/2021 Address Expiration Date Telephone 413-247-6045 4,d 14, • It' SECTION 10-WORT PENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152.§25C(6)) Workers Compensation Insurance affidavit must oe completed and submitted with this apphcaben. Failure to provide this affidavit will result in the denial of the issuance of the building perms. Signed Affidavit Attached Yes....... l No 0 11. - Home Owner Exemption The current exemption for"homeowners'was extended to include Owner-occupied Dwellints of one(1) or cwo(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,pros ided that the owner acts S#supervisor.CMR 780, Stub Edition Section 10834.1, Refinition of$omeottner: Person(si who own a parcel of land on which heishe resides or intends to reside,on which there is,or is intended to be, a one or two family dwelling,attached or detached structures accessory to such use and:or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"hi'meou lief"shall submit r.o the Building Official,or.a form acceptable co the Budding Official,that he,she shall be responsible for all such work performed under the building permits As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you ma} be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature ---_ - City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste 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. Address of the work: 90 C AA (eintt The debris will be transported by: of-h,ew-if c>441, The debris will be received by: 4( 4- a)lai ��.,,�mPL A164 '2ezkit + Building permit number: Name of Permit Applicant : NA f c{ SokAr 120/20 - Date nature of rmit Ap is t The Commonwealth of Massachusetts _,__ Department of Industrial Accidents �o_V . _.:1�,=;� f Office of Investigations v 1 Congress Street, Suite 100 11'1= Boston, MA 02114-2017 ': .:' www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name: Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield,Ma 01038 Phone #:413-247-6045 Are you an employer?Check the app ropriate box: Business Type(required): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail orpart-time).* 6. ❑Restaurant/B ar/Eating Establishm ent Z.❑ I am a sole proprietor or partnership and have no 7 ❑Office and/or Sales(incl. real estate, auto, etc.) employees working for m e in any capacity. [No workers' comp.insurance required] 8. ❑Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemption per c. 152,§1(4), and we have 10.❑Manufacturing no employees.[No workers'comp. insurance required]* 11.1:1Healthcare 4.El We are anon-profit organization, staffed by volunteers, with no employees.[No workers' comp. insurance req.] 12.0 Other *Any applicant that clucks box#1 mist also fill out the sectionbelow showing their workers'compensation policy information **If the corporate officers have exempted themselves,but the corporation has other employees,aworkers'compensation policy is required and such an organization should cluck box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is'the policy information. Insurance Company Name:Gotham Insurance Company Insurer's Address: 298 Ryan Rd City/State/Zip: Florence MA 01062 Polio #ar Self-ins.Lic.,. #WC201900019843 7/8/2021 y Expiration Date: Attach a copy of the w orkets'comp ensatio n p olicy declaration page(showing the p olicy number and erp ira do n 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 aSTOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for . ance coverage verification. 1 do hereby certify, tinder ;:.: �, ns ,,. . '_ perjury that the information provided above is true wed correct. 10 Signature: I. D ate: 11/20/2020 40,1i % ArkPhone#:413-247-6045 Official use only. Do not wrilW't area, to be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. CitylTown Clerk 4.Licensing Board 5.Selectmen's Office 6. Other Contact Person: Phone#: wvru.mas s govidia T � corrmionwealtft of Massachusetts Division of Professional Licensu►+? Board of Buildtttg Regulations and Standards Conti r r 5opervisru t`$-itlfi113 r empires. 06/07/2O21 PHIL IP BAUNSG 41 HEATH ROAD •fit e' COLRAIN MA 0!$M r t `';r Cumrnissioner _... fIOME IMPROVEMENT CONTRACTOR Registration valid for Odlvidual use only TYPE:LLC before expiration,/ate. If found return to: Registration Expiration Office of onsurrwr ANairs and Business Regulation 16964: 07/13/2021 1000 W ington S t -Suite 710 NORTHEAST SOLAR DESIGN ASSOC. Bosto 02118 GREGORY GARRISON 136 ELM ST 444.4. HATFIELD,MA 01038 Undersecretary valid ou nature ,-__..'—.RN NORTSOL-01 MMONSINI AC-ORE:, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD YYYY) ��; 7/10/2020 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 the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms 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 lieu of such endorsement(s). PRODUCER ACT Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 ' (A/C,No,EM):(781)466-0700 I tA(c,No):(781)449-8976 Needham,MA 02494 lSS:certificates r„robiininsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Gotham Insurance Company INSURED INSURER a:Safety Insurance Company 39454 Northeast Solar Design Associates,LLC INSURER c:New York Marine and General Insurance Company 16608 136 Elm Street INSURERD: Hatfield,MA 01038 INSURER E: ,INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CLAIMS. INSR I TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVDIMMIDD/YYYYI (MMIDDIYYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PK201900018166 7/8/2020 7/8/2021 DAMAGETORENTED 300,000 PREMISES(Ea co $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X . LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY (Ea accIideMSINGLE LIMIT $ 1,000,000 ANY AUTO 5909629 7/8/2020 7/8/2021 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS W� BODILY INJURY(Per accident) $ X ALI S ONLY X AUTOS ONLDY FrERTY DAMAGE $ $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESSLIAB CLAIMS-MADE UM201900008269 7/8/2020 7/8/2021 AGGREGATE $ 1,000,000 DED 1 X RETENTION S 10,000.., $ C WORKERS COMPENSATIONOT AND EMPLOYERS'LIABIUTY Y/N X STATUTE ERA WC201900019843 7/8/2020 7/8/2021 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVEXCLUDE E.L.EACH ACCIDENT $ ppFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ 1,000,000 If Yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Property PK201900018166 7/8/2020 7/8/2021 BPP 225,000 A Property PK201900018166 7/8/2020 7/8/2021 BI 350,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cityof Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN p ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE / /'.- ) 1.' X 1 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD s. ,. ,, C . 1s- . a ._ Roof mounted solar array with ' - k' � di,„ : . . _ Ar 14x LG modules and s :0 ' 14x Enphase IQ7Plus-72-2-US 44 r; : , microinverters 1, y . / . „ 4 , , 7,,, 0,_ , ,, . • _ . - %,„:•.,,s-,:z, , ... .- ''* jig ' " i 4%_, , / - - .? ''' , N . _ , -. _ Alt ,-"I / f- - . .' lfrf Ilfr .,-. r 4. 4ilit 4$1.r. ,..•„., r• \ 3 + - ONEEF C)LL$ a Main electric .r panel in #:‘, ' basement t, e: , 411"a.. rl- - Alk, Irven A Gammon 298 Ryan Rd 4',Florence, Ma 01062 Northeast Solar LG N ON®2 Black LG340N 1 K-L5 340W The LG NeON®2 is LG's best selling solar module and one of the most powerful and versatile modules on the market today.Featuring LG's Cello Technology1m,the LG NeON®2 L5 provides 3%more power output than our V5 models.The cells are designed to appear all-black at a distance, and the performance warranty guarantees 90.1%of labeled power output at 25 years. � � �5 CE o;o KIODUCT 2..., YEAR PRODUCT•PERFORMANCE•LABOR WARRANTY Features Enhanced Performance Warranty 25-Year Limited Product Warranty LG NeON®2 Black has an enhanced The NeON®2 Black is covered by a 25-year performance warranty.After 25 years, limited product warranty.In addition,up to$450 LG NeON®2 Black is guaranteed at least of labor costs will be covered in the rare case 90.08%of initial performance. that a module needs to be repaired or replaced. Solid Performance on Hot Days Roof Aesthetics *Ilk\ LG NeON®2 Black performs well on hot LG NeON®2 Black has been designed with days due to its low temperature coefficient. aesthetics in mind using thinner wires that appear all black at a distance. Bifacial Energy Yield LG NeON®2 modules use a highly efficient bifacial solar cell,"NeON"applied Cello technology for better energy production than standard monofacial PV module. When you go solar, ask for the brand you can trust: LG Solar About LG Electronics USA,Inc. .�LG Electronics is a global leader in electronic products in the clean energy markets by offering solar PV panels and energy storage systems.The company first embarked on a solar energy source research program in 1985,supported by LG Group's vast experience in the semi-conductor,LCD,chemistry and materials industries.In 2010,LG Solar successfully released its first MonoXe series to the market,which is now available in 32 countries.The NeONS(previous Mono.NeON),NeONe2,Ne0Ne2 BiFacial won the'Intersolar Life's Good AWARD"in 2013,2015 and 2016,which demonstrates LG's leadership and innovation in the solar industry. LG NeON®2 Black LG34ON1 K-L5 General Data Electrical Properties(STC*) Cell Properties(MaterialType) Monocrystalline/N-type Model LG340N1K-L5 Cell Maker LG Maximum Power(Pmax) [W] 340 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [v] 34.9 Number of ambers 12EA MPP Current Qmpp) [A] 9.75 Module Dimensions(L x W x H) 1,700mm x 1,016mm x 40 mm Open Circuit Voltage(Voc t 5%) [V] 41.2 Weight 18.0 kg Short Circuit Current(1st t5%) [A] 10.35 Glass(Material) 2.8mm/Tempered Glass with High Transmission Module Efficiency [96] 19.7 Anti-Reflective Coating Badtsheet(Color) Black Power Tolerance (%] 0-.3 Frame(Material) Anodised Aluminium *STC(Standard Test Condition):Irradiance 1000 Wm',cell temperature 25Y,AM 1.5 "Measurement Tolerence of Pmax:t 3% Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes Cables(Length) 1,000mm x 2EA Connector(Type/Maker) MC 4/MC Operating Conditions Operatingremperature CC] -40-+90 Maximus System Voltage [V] 1,000 Certifications and Warranty Maximum Series Fuse Rating [A] 20 IK 61215.1/-1-1/22016,IEC 61730-1/2:2016 Mechanical Test Load(Front) [Pa/psf] 5,400/113 Certifications ISO 9001,ISO 14001,ISO 50001 MechanicalTest Load(Rear) [Pa/psf] 4,000/84 OHSAS 18001 `Based on IEC 61215-2:2016(Test Load-Design Load x Safety Factor(1.5)) Salt Mist Corrosion Test IEC 61701:2012 Severity 6 "Mechanical Test Loads 6,000Pa/5,400Pa based on IEC 61215:2005 Ammonia Corrosion Test IEC 62716:2013 Hail Test _._ 25mm(1")diameter at23 m/s(52mph) Packaging Configuration Module Fire Performance Type 2(UL 1703) Number of Modules per Pallet [EA] 25 Fire Rating Class C(UL 790,ULC/ORD C 1703) Number of Modules per 40'Container [EA] 650 Solar Module Product Warranty 25 Year Limited Number of Modules per 53'Container [EA] 850 Solar Module Output Warranty Linear Warranty` Packaging Box Dimensions(L x W x H) [mm] 1750 x 1,120 x 1,221 `Improved.1st year 98%,from 2-24th year.0,33%/year down,90.1%at year 25 Packaging Box Dimensions(L z W x H) [in] 69 x 44.25 x 48.25 Temperature Characteristics Packaging Box Gross Weight [kWaes Packaging Box Gross Weight [lb] 1,070 NMOT' [°C] 42 is 3 Pmax [%/°C] -0.35 v« [96/°C] -0.26 Dimensions(mm/inch) 1st [96/°C] 0.03 `NMOT(Nominal Module Operating Temperature):Irradiance 800 W/m',Ambient temperature 20`C, Wind speed 1 m/s,Spectrum AM 1.5 ma1:'-w.o Electrical Properties(NMOT) " lwa mral Model LG340N1K-1.5 l� OM) 40. .sir Maximum Power(Pmax) (VI/] 255 a- r 11 �_l MPP Voltage(VmPP) [VI 328 a""^0 W. r MPP Current Qmpp) [A] 7.78 'a as I Open Circuit Voltage(Voc) [V] 38.8 Short Circuit Current(1st) [A] 832 I-V Curves Coble Lang:.12.0 meow 10.0 E mow 8.0 • 60 �- oss smSection Marl U a Adel 151.7 and n 4.0 -- 400W 2.0 200W I D.D \�` I r 0.0 10.0 20.0 30.0 40.0 Voltage(V) 111 .1 ® LG Electronics USA,Inc. Product specifications are subject to change without notice. LG Solar Business Division LG340N7 K-LS pdf 2000 Millbrookire,ILDrive 051520 Lincolnshire, 60069 Life's Good www.lg-solarcom 0 2020 LG Electronics USA,Inc.All rights reserved. Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 8, 2021 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Irven Gammon, 298 Ryan Rd, Florence, MA: Structural assessment of existing house roof to support proposed solar array. I have investigated the roof framing of the house for the proposed PV solar panel installation. The original 24'x 40', 1-story ranch style house was built in 1954. 14 PV solar panels are to be installed on the back southeast facing roof of the house. Based on discussions with the owner, a former builder, and my investigation the house was constructed as a panelized building. The roof appears to have been framed in 4' wide sections front to back and bolted together after being craned into place. The roof panels are framed with 2x4 rafters and ceiling joists, appear to be Douglas-fir, installed 16" on-center spanning 11'-6" with a 4/12 roof pitch. A vertical 2x4 runs horizontally the length of the roof, mid-span of the rafters, and is lagged bolted to the double 2x4 where the panels are joined together. The horizontal 2x4 supports the two rafters in-between the panel joints. Irven is installing 2x8 joist hangers where the horizontal 2x4 is lagged to the double 2x4 to reinforce that connection. Where the panels are joined together, a 2x4 diagonal braces is installed just below the horizontal 2x4 and acts as web of a truss meeting an opposing brace from the opposite roof. The braces are secured to the 2x4 ceiling joist over the bearing wall below. The roof shows no evidence of having deflected over time. The roofing is a single layer of composite asphalt shingles on two layers of/2" plywood sheathing. I have reviewed the mounting details for the proposed solar array. Based on my calculations and the specified PV solar panel unit weight of 40± Ibs, with the attachment points of the array placed at a maximum of 4' on center and staggered to minimize the load to any one rafter, the existing roof framing is adequate to support the proposed PV solar array and the snow and wind load requirements of the current MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, �P�tN OF AIgSS9 *- DAVID A. -y VREELAND rn VA-4-0-4,...---Q o CIVIL I�,,.� No. 46317 " David Vreeland, PE .o� ,pE.cp �� Vreeland Design Associates FeSSbNAL '\ 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 IRON RIDGE XR Rail Family Solar Is Not Always Sunny 4------„„„<„,„ Over their lifetime, solar panels experience countless ��` extreme weather events. Not just the worst storms in years, r. but the worst storms in 40 years. High winds capable of I ripping panels from a roof, and snowfalls weighing i enough to buckle a panel frame. XR Rails are the structural backbone preventing 1 these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, .,,., ,� reducing the number of roof ' . penetrations and the amount of installation time. 1 4 CO fl... �. k" Force-Stabilizing Curve A ,' ' Sloped roofs generate both vertical and lateral ' forces on mounting rails which can cause them `3 to bend and twist.The curved shape of XR Rails is specially designed to increase strength in both 9 directions while resisting the twisting.This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are . IronRidge offers All XR Rails are made of 6000-series !ft compatible with � a range of tilt leg aluminum alloy,then protected with an FlashFoot and options for flat re's1 n anodized finish.Anodizing prevents surface other pitched roof I 1 I roof mounting and structural corrosion,while also providing attachments. r` applications. a more attractive appearance. R': Tech Brief XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 XR100 XR1000 XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle no snow.It achieves spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12 while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications. • 6'spanning capability • 10'spanning capability • 12'spanning capability • Moderate load capability • Heavy load capability • Extreme load capability • Clear&black anodized finish • Clear&black anodized finish • Clear anodized finish • Internal splices available • Internal splices available • Internal splices available Rail Selection The table below was prepared in compliance with applicable engineering codes and standards.* Values are based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters. Load Rail Span Snow(PSF) Wind (MPH) 11111111111111111131111 6' 8' 10' 12' 120 None 140 XR10 • 160 90 120 • 20 140 • 90 30 • 160 90K 40 160 80 160 120 160 : 'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. ©2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,A&_ krttv EVALUATION REPORT Number: .-`- 248 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 SUNMODO CORPORATION connection capacities of fasteners used with the specific 14800 NE 65`h Street proprietary preservative-treated or fire-retardant treated Vancouver,WA 98682 lumber SUNMODO EZ ROOF MOUNT L-FOOT KITS 3.0 PRODUCT USE FOR SHINGLE ROOFS 3.1 General: EZ Roof Mount Kits — K10068-XXX are mounting assemblies used to attach solar panels and other CSI Section: types of approved equipment on roofs with asphalt shingle 06 25 23 Wood,Plastic,and Composite Fastenings roof coverings. 07 71 00-Roof Specialties EZ Roof Mounts are specifically designed to be used for 1.0 RECOGNITION installation of solar collectors for thermal energy or photovoltaic energy production in accordance with IBC SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs Section 1511 and IRC Sections M2301 on roofs. recognized in this report has been evaluated for use as mounting assemblies to attach solar panels and other types 3.2 Design:Tabulated allowable loads shown in Table 1 of of approved equipment on roofs with asphalt shingle roof this report are based on allowable stress design(ASD)and coverings. The structural performance and weather include the load duration factor, CD, corresponding with protection properties of the SunModo EZ Roof Mount L- the applicable loads in accordance with the ANSI/AWC Foot Kits for Shingle Roofs have been evaluated and comply National Design Specification(NDS). with the intent of the provisions of the following codes and regulations: Where the roof mounts are exposed to sustained temperatures exceeding 100°F (37.8°C), uplift allowable • 2015,2012,2009 and 2006 International Building loads shall be adjusted by the temperature factor, Ct, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature • 2015, 2012, 2009 and 2006 International factor, Ct, which applies to the roof mount connected to Residential Code®(IRC) supporting wood members where sustained temperatures up to 150°F(65.6°C).When products are attached to wood 2.0 LIMITATIONS framing having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet Use of the EZ Roof Mount Kits-K10068-XXX recognized service is expected,the allowable loads shall be adjusted in this report is subject to the following limitations: by the wet service factor, CM, specified in Section 10.3.3 of the NDS. Connected wood members shall be analyzed 2.1 EZ Roof Mount Kits-K10068-XXX shall be installed for load-carrying capacity at the connection in accordance in accordance with this report, the manufacturer's with the NDS. published installation instructions and the codes listed in Section 1.0 of this report.Where conflicts occur,the more 3.3 Installation:EZ Roof Mount Kit—K10068-001 shall restrictive shall govern. be installed using the 5/16-inch (7.94 mm) diameter stainless steel lag screws at each bracket location as 2.2 Calculations to verify the imposed loads on the EZ described in the manufacturer's published installation Roof Mount assemblies do not exceed the allowable loads instructions.Lag screws shall penetrate into the roof rafter contained in Table 1 of this report and shall be submitted a minimum of 2'V2-inches(63.5 mm). Prior to installation, to the code official when requested.The calculations shall the roof rafter shall be bored with the required lead and be prepared by a registered design professional when clearance holes for the unthreaded and shank portions of required by the statues of the jurisdiction in which the the lag screw as set forth in Section 12.1.4 of the NDS-15 project is to be constructed. (Section 11.1.4 of the NDS-12 and-05).Threaded portion of the lag screw shall be inserted into its lead hole by 2.3 Fasteners used in contact with fire-retardant-treated or turning with a wrench and not driving by a hammer. preservative-treated lumber shall comply with 2015 IBC Section 2304.10.5 (2012, 2009 and 2006 IBC Section Use of auxiliary holes in the Shoe other than the use of an 2304.9.5 or the 2015,2012 and 2009 IRC Section R317.3 extra fastener to stop the shoe from rotating during (2006 IRC Section R319.3), as applicable. The report installation is outside the scope of this report. holder or lumber treater shall be contacted for recommendations on minimum corrosion resistance and Flashing shall be installed the full length under the shingle up to the raised portion of the flashing to prevent water c .,., The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely. as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright©2018 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.Ph:1-8774lESRPT•Fax:909.472.4171 web.:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA Page 1 of 6 soE klItt EVALUATION REPORT Number: " 248 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 ingress under the shingle.No portion of the flashing shall complying with ASTM D1761 and F 1575. The wood be bent upward;the flashing shall rest fully against the roof screws shall be long enough to penetrate and extend shingles. beyond the wood sheathing by 0.5 inch(12.7 mm). Wood screws shall be corrosion-resistant. Table 1 of this report EZ Roof Mount Kit-K10068-020 shall be installed using provides pull-out capacities and allowable lateral loads for four OMG Screws XHD002B complying with Section 4.2 typical roof sheathing. of this report.The wood screws shall penetrate and extend beyond the wood sheathing by 'V2 inch (12.7 mm) as 5.0 IDENTIFICATION described in the manufacturer's published installation instructions. SunModo's EZ Roof Mount Kits - K10068-XXX are identified with a label bearing the manufacturer's name and 4.0 PRODUCT DESCRIPTION address,product designation,IAPMO Uniform ES Marks of Conformity, compliance code, the name of the inspection 4.1 Product Information agency(when applicable)and this evaluation report number (ER-248). 4.1.1 EZ Roof Mount Kit-K10068-001:consists of five basic components: (1) shoe assembly with captive waterproof washer, (2) lag bolt to fasten through the A shingles to the wood roof rafter,(3)flashing that is placed P M O U E S under the row of shingles above the shoe and then over the shoe, (4) L-Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. TM Figures 2 to 6 of this report illustrate the components. or IAPMO ER-248 4.1.2 EZ Roof Mount Kit-K10068-020:consists of five basic components: (1) shoe assembly with captive 6.0 SUBSTANTIATING DATA waterproof washer,(2)OMG Screws XHD002B (lag bolt not included), (3) flashing, (4) L-Foot, and (5) hex cap. Testing and analysis data submitted is in conformance with Figures 2 through 7 of this report illustrate the components. IAPMO UES Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(EC 002-2017). 4.2 Material information: EZ Roof Mount is fabricated from aluminum. The Shoe assembly is fabricated using Rain test data and thickness of aluminum flashing casting aluminum alloy with dimensions of 2.80 inches(71 submitted is in conformance with ICC-ES AC 286, Roof mm)in diameter and 1.00 inches(25.4 mm)in height.The Flashing for Pipe Penetrations-Approved October 2012, Shoe assembly is secured using one 5/16-inch(7.94 mm) editorially revised August 2013. Rain test conforms to diameter lag bolt that is 4 inches(102 mm) in length and Underwriters Laboratory Standard for Gas Vents,(UL 441- made of stainless steel. Flashing is fabricated from sheet 96 Section 25). Test results are from laboratories in aluminum with dimensions of 10.0 inches (254 mm) in compliance with ISO/IEC 17025. width, 12.5 inches (318 mm) in length and 0.04 inches (1.02 mm)in thickness. The L-foot is a 2.00 inch(50.8 mm)long unequal leg angle made from 6005-T5 aluminum with dimensions of 3.00 inches(76.2 mm)in depth,2.00 inches(50.8 mm)in width and 0.24 inches (6.10 mm) in thickness. The L-foot contains a 0.375-inch(9.53 mm)diameter round hole with a 0.83 inch(21.1 mm)wide and 0.99 inch(25.15 mm)(in base)that is located in the center of the base leg. One slot measuring 1.64 inches(41.7 mm)long by 0.40 inch(10.2 mm) wide occurs in the center and is located 0.30 inches (7.62 mm)from the top edge of the vertical leg,which has a scallop front and rear face.Table 2 of this report provides component material properties and figures. Fasteners used to secure the EZ Roof Mount Kit-K 10068- 020 to minimum 'V2-inch (12.7 mm) thick plywood roof sheathing complying with DOC PSI shall be OMG Screws XHD002B 0.202-inch (5.13 mm) diameter wood screws Page 2 of 6 ktrtt EVALUATION REPORT Number: 48 ,ry ror TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs to assess conformance to the codes shown in Section 1.0 of this report, and serves as documentation of the product certification. Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service ,{ %7: 1d Richard Beck,PE,CBO,MCP Vice President,Uniform Evaluation Service GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org Page 3 of 6 ktlItt EVALUATION REPORT Number: P. , 48 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Table 1: Allowable Loads(lbs) EZ Roof Mount Kit—K10068-001 Test Load Test Load at Load Direction at 0.250- Allowable 0.125 inch (Figure 1) inch deflection Design Load''2 deflection Uplift(Withdrawal)3 1,800 695 715 Lateral 240 130 260 EZ Roof Mount Kit—K10068-0204 Test Load Test Load at Load Direction at 0.250- Allowable (Figure 1) inch 0.125-inch Design Load deflection deflection Uplift-2 in. screw 770 396 200 Lateral-2 in. screw 232 114 85 Uplift-3 in. screw 777 390 177 Lateral-3 in. screw 264 157 102 For SI: 1 inch=25.4 mmm Footnotes ' Allowable load values are based on the least value from ultimate load tests divided by the safety factor,calculated fastener capacity(withdrawal or lateral)for wood, or allowable stress of the connector load(specified in Section 5.4 of EC002-2016), whichever is the lowest. 2. Allowable load values are based on lumber with a specific gravity of 0.55 (Southern Pine or equal). 3. Allowable load values for withdrawal are based on a minimum fastener penetration of 21/4 inches into the roof rafter. a. Allowable load values are based on 4 fasteners penetrating through minimum 1/4-inch thick wood sheathing. Page 4 of 6 kiZtv EVALUATION REPORT Number: a 248 Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Figure 1, Loading Directions 1 ..i. Nib 0.4'j TABLE 2:MATERIAL PROPERITES Component Material EZ Roof Mount Kit—K10068-XXX Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with durometer rating of 60 Lag Bolt 304 stainless steel ASTM A 240 OMG Screw XHD002B(#15x2 or Corrosion resistant wood screws #15x3) L-foot Aluminum alloy 6005-T5 ASTM B221 Hex Cap Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 Page 5 of 6 kiztt EVALUATION REPORT Number: :48 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS 41. .4110 111111)-- , 000 Figure 2:Shoe Assembly Figure 5: Hex Cap Figure 3: Lag Bolt Figure 6: Flashing Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6