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24D-293 (4)
148 CRESCENT ST BP-2021-1489 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:24D-293 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-2021-1489 Project# JS-2021-002472 Est.Cost: $25152.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 14200.56 Owner: ADAMS H GARRETT JR Zoning: URB(57)/URA(43)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 148 CRESCENT ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Workers Compensation HATFIELDMA01038 ISSUED ON:6/15/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 20 PANEL 7.3 KW ROOF MOUNT SOLAR SYSTEM 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 Signature: I r ' r FeeType: Date Paid: Amount: Building 6/15/2021 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner - - . I'6 4,w•S 17 E IPlu Cityof Northampton E 12 L Building Department 212 Mann Street r c� .cam Raxrn 100 5s o Northampton, MA 01060 ^' phone 413-587-1240 Fax 413-587-1272 .a,. .,...«:...... G. ui N TO CONSTRUCT.ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWEU 11O . ' 1 -;r TION 1-✓ INFORMATION :. 1.1 Pt^euert�r 111 This eeetloi to be ootrtpiesd by ogles 148 Crescent St Map .-- I,at 2ci 3 Und N rt tar pion tit A 01060 Zone tit A 11-t +-3) Orsday District !Earn St.Oboist CM aside SECTION 2 PROPERTY 01W01191ISHIPIAUTHOIDZED A 2 wnrr ari 9d rr ' " 148 Crescent St Horw'elltAdarnsJr Nortramat,rt MA c1O6O "atop s Pra:N! CA Pi4att A¢p'�,u. 4 i _ 41.,, ` y . .1-.4 4 -4 rw here 413-515-1 A4 , 4d orth- -,. 136 Elm St, HatfIelci, MA 01038 �„ �,� ... Cume%Mating AedAtsi. le 413247- 145 . SceraLiea (I,4j � "I� ` r�t,av►,ex o Wta Item EsttmEsd Coat(Mars)I be Mae t Usti C)wy GOINI44.0 try p rrrht IPIPcen1 1. a4ACOgrtg Is!Butdn°Pit Foe w 2 E' ic* 4bl Esstroied Tote Cost of Conettyobon from 10 unD Building Porto*Fee y��,,.w+......... .. .- .. t,G 4. Mechaucai{HVAC l v Fire ProtE lcr,. t - Tatra! ' °1 . 2♦3 s 4 4 51 25 152 C?i 1er.It Number 2.l O7 e p TN* For GAklat U .Or* r fist$ NUttiiw f ,.2 Lam.2 i,.^. ,,,?/1. Oats /.' Issued. l / 9n eua E Section 4. ZONING ALl Information Must Be Completed. permit Can$e Denied Our To Incomplete Infcernatlon Existing Proposed Required by Zoning They;»lunm k•be Filled in tr... klui ng Demarm= Lot Size Frontage Setbacks Front Side L:-----R:__ L: R_ _ .. Rear Budding Height Bldg. Square Footage !a Opcn Space Footage r[ch wry..76i1111>1''.jj s4 pa+ed narking.' 4 of Parking Spaces Fill: raalur L.o_a[cco A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Cf DONT KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained C) Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO ON IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO :4 IF YES, describe size, type and location: E. 10.411 the construction activity datum(d ng,graying, cavation.or filling}over I acre or is it part of a common plan that will disturb over 1 acre? YES NO �� IF YES.then a Northampton Storm Water Management Pemtit from the DPW is required_ SECTION 5-DE3CRIPT Q?Pg("SED WORK felrek aI issizakhd Nevi Hour• 7 Addallon D placement Windows Aiterwtlon(s) 0 Rodleg 0 • 4 Or Doors CD Accessory Bldg Demo1Itiar Mow signs (Di D.dCI ts ' Siding pi Other(pa Brie OescnF'.or of Prcpostd Install 20 solar panels on Roof week Merabon of sz.stmo oec'oom Yes No Adding new bedroom Yes No A>Rachad Narrative Recovering urtfnished basement Yes No Flans Attscrd Rod -Sheet Ow K Nis.holsokaoci or addiers is iodating housiroo.corloi$M S.k I tiviln a; • a. Use of buridtP9 . One Farnty Two Famey Other b_ +:.nrx'or rooms in each fart*unit: Number d Ba woorns c_ is rare a garage attached' d. Proposed Square footage of near conh1r.,auorr. a Umenssons e. *..emcee o'mines'r , r. Method of has:ins? Fuepisan or Woodetoves !Number of each Sig. Energy Consenrattm Corrict4ncs Massan.clt Enemy ComPlienos hate..sand? n, Typ.of aorestr►xxiors L Y construction**tire 100 k.et wetlands?_____Yes No. Is conshcbon within 100 ye, floodple n_ Yes No 1. Dem of tesernem or cellar flavor wow flnis•»d grade k W+lr Wong conform to the Buitasrg and Zonir-g regulators? Yee NO, t. .Septic Tarn City Sewer Pnvats wig . __ City water Supply SECTION Ts-OWNER AUTHORIZATION-TO BE COMPLETED WHEN °omens AGENT OR CONTRACTOR APPLIES FOR BURINAM PERMIT ... ._ _, G . Howell Adams J I. � as Owner of the wgePfsibeITY neraty au .arza Northeast Solar ___ sc.or mx rf. a ■s Tasters ve to wbri—sulhonzeo by this buildup peon Jon_ N. � `'e ,,‘,/,-, 1 z- _ ?, / ), ti 62,021 s, „nice Omni( pomp I Greoo'y G arrisavvNortheast Solar as C>'wnerlAuihonzed *gent hereby declare rat the s$tertw to and r rforrnator on tie forevirq.pp►cation ere eve end•Caurata.to the beat of my knotmedgs end to trf Synod under Ire parrs and perraltes of parl,:ry. 1 :holmGregor/ rriso► rk I me4f � 6./ 1 \ / 21 of• 27.;_il`di`lwA AzAr.. _ o.. SECTION 8-CONSTRUCTION SERVICES g.1 Licensed Construe11pp$upervlsor: Not Applicable 0 Phi11_p Baunsgard Name of License Holder. CS 14 6113 LiCente Nurrher 41 Heath Rd Colrain, Ma 01340 6/7/23 • -ss Expirsliun Oa% 413-247-6045 fig� • T hone Realatarad Noma boaravameid Contractor, Not Applicable 0 Northeast Solar 169641 Company Name Registration Number 136 Elm . Hat f eld Ma 0103B 7/13/2021 Address / Expiration Date Tele hone413-247-6045 p SECTION 10- + ,.` f• PENSATION INSURANCE AFFIDAVIT(M.G.L c.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted wth this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit Signed Affidavit Attached Yes....._.$] No 0 11. -Home Owner Exemption The current exemption for"homeowners"was extended to include O'ner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts saaertisor.CMR 784. Sixth Edition Section 108.3.5.1, Definitlonjf„Homeowner: Person(s)who own a parcel of land on which hei'she 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 pence who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that hefshe shall be responsible for all such work performed under the bondt=Tr permit. As acting Constrnedon 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 may be liable for person(s) ynu 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: 114. _ 562 P0(4tAcit40,71 The debris will be transported by: / ° � J Sc C(32w' n_ The debris will be received by: I k5PT Q G 6 ASJ Building permit number: Name of Permit Applicant : O�4' l&t`✓l 5)ka A 5'_411/ Date gnature o it p ica The Commonwealth of Massachusetts Department of Industrial Accidents ,;.ilt.._67 Office of Investigations (r- 1 Congress Street, Suite 100 t Boston, MA 02114-2017 ` wvrvw.Tnass.govidia Workers' Comp ensation Insurance Affidavit: G eneral Businesses Applicant Information Please Print L egibly 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 appropriate box: Business Type(requited): 1.0 I am a employer with 17 employees(full and/ 5. ['Retail or part-time).* 6. ❑Restaurant/Bar/EatingEstablishmant 2.1=1 I am a sole proprietor or partnership and have no 7 ['Office and/or Sales(incl.real estate, auto, etc.) employees working for me in any capacity. 8[No workers' comp.insurance required] ❑Non-profit 3.❑ We are a corporation and its officers have ex ercised 9. ❑Entertain ert their right of exemption per c. 152,§1(4), and we have 10.0 Manufacturing no employees. [No workers' comp. insurance required]*" 4.0 ?Ve are anon-profit organization staffed by volunteers, 11.11Healthcare with no employees. [No workers' comp. insurance req.] 12.0 Other *Any.applicant that checks box 01 must also fill cut the sectionbelox sItwug their workers'conk,nation policy information **If the corporate ofTicea have exenpted thernei' ,but the corkur.eti=n has otter employees,awoxk ers'compensation policy is requued and such an ozzani:atioe should check box€tl. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy iiformation. Insurance com pally Name:Gotham Insurance Company Insurer's Address: 148 Crescent St City/State/zip: Northampton MA 01060 Policy# or Self-ins.Lic. n #WC201900019843 Expiration Date: 7/8/2021 Attach a copy of the workers' comp ensationp olicy declaration page (showing the p olicy numb er and exp iration date). Failure to secure coverage as required under Secti on 25A ofMGL 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. B e advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify; ender ;-' ins an . ; perjury that the niformation provided above $trus and correct. Sid ature: 1 Date: 4/6/2021 413-247-6045 4 !4 �h Phone Official use only. Do notw a in this 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. City.Town Clerk 4.Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: 'e-'.'.,'.maw s;ovldia �� NORTSOL-01 MMONSINI ACO/RO DATE(MM/DD/YYYY) �� CERTIFICATE OF LIABILITY INSURANCE 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 CONTACT NAME_ - Roblin Insurance Agency 144 Gould Street Suite 100 (NCNro,Eat):(781)455-0700 I FAX 144 449-8976 Needham,MA 02494 SS:certlficates@roblininsurance.com INSURER(S)AFFORDING COVERAGE NAIC M ' INSURER A:Gotham Insurance Company INSURED INSURER B:Safety Insurance Company 39454 Northeast Solar Design Associates,LLC INSURER C:NOW 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 SUER POLICY NUMBER POLICY EFF POLICY EXP UNITS LTR INSD,WVD (MM/DD/YYYYI IMMIDD/YYYY) A X COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE S 1,000,000 rt CLAIMS-MADE I X OCCUR PK201900018166 7/8/2020 7/8/2021 DAMAGE TO RENTED 300,000 PREMISES(Ea occurrence) S MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE S 2,000,000 POLICY X I Pa LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER' S B AUTOMOBILE UABILITY ((Ea accident)COMBINED SINGLE UNIT S 1,000,000 ANY AUTO 5909629 7/8/2020 7/8/2021 BODILY INJURY(Per person) S OWNED ONLY X SCHEDULED SSWULNED BODILY INJURY(Per accident) $ X AUTOS ONLY X TOS ONL� rglaFitTY rMAGE $ S A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 1,000,000 EXCESS UAB I i CLAIMS-MADE UM201900008269 7/8/2020 7/8/2021 AGGREGATE 8 1,000,000 DED X RETENTIONS 10,000 S C WORKERS COMPENSATION X STATUTE OTH- ER AND EMPLOYERS'UABIUTY IANYPROPRIETOR/PARTNER/EXECUTIVE Y I N WC201900019843 7/8/2020 7/8/2021 E.LEACHACCIDENT S 1,000,000 OFFICER/MEMBEREXCLUDED? NIA 1 OOOOOO (MMandatory n 1 ) E.L DISEASE-EA EMPLOYEES ' ' If Yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT S 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 E/ ` NTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts Division of Professional Licensors Board of Budding Regulations and Standards COnstottettiNtAiVesvisor CS-106113 Expires:06/07/2023 PHILLIP SAUNSGARD. JR 41 HEATH ROAD COLRAIN MA 01340 P:p ‘. • Commissioner t aolla A 1,1Js4laita,.. 40fi1E INIRROVEAVNT CONTRACTOR Registration valid for nthdu use only TYPE: before zt oxpwaluxii Oats If found return to: Restraggn Extgolion Office a OnStiMet,AtilliPa and Business Regulation 16964: '3/113/2021 /000 A!' ingtort Swat -Suite 710 mP. ,F.:AST SOLAR Dr.:54C3N AS:30C ao*Rcl 02118# , 4 ::,ARRVSOf 13E T4-4t Undersecreta valid ,,yithou 'signature oroie. ry ,. MI, Y 41141 A _ i , , r Main electric �"` ►i1 r-. Ij t panel in .l r ��'le J �,- basement , . -'` 198 NO . ` Roof mounted solar array with Et'[ .,.. F it• � r 20x LG modules and •�. Fd ,, a wi y 1a. , • Enphase - 2-2-US _ _ 20x IQ7PIus 7 , .. � microinverters ' ' If-,T it vf".4 i i t ', v rr� tsi es . t f j �,' ti - j t R f"2.41 4 t p. * ' . t L' . 3:1107 lot '. Ir'' '4frs, Y a � ,,µµsy�rr - t $ ,---". •4t, ..- . ._, sf,,r . -, -e • ,.... , Howell Adams Jr 148 Crescent St 4 Northampton, Ma 01060 Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 11, 2021 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Garrett Adams, 148 Crescent St, Northampton, MA: Structural assessment of existing house roof to support proposed solar array. I have investigated the existing roof framing for the proposed PV solar panel installation. The original 26'x 34' 2-story house was constructed around 1925. 20 PV solar panels are to be installed on the back south facing roof of the house. The house roof is framed with full dimension 2x5 rafters installed 20"-21"on-center, spanning 12'-6"with a 7.5/12 roof slope. The rafters are attached to a 2x4 plate supported on the attic floor framing preventing the roof from spreading. The roofing is composite asphalt shingles. The south 2x6 rafters that will support the solar panels will need to be reinforced to be able to support the proposed solar panels and meet the structural requirements of the current MA State Building Code. Reinforce the existing rafters by sistering new 2x6x10', centered along the length of the existing rafters, and nailed with 2-12d nails at 12"on-center or 2 - 2'/2"TimberLok screws at 16"on-center. For the six(6)rafters that have an electrical wire passing through the middle of the rafter, reinforce those rafters with 2x8x10' centered along the length of the existing rafters. At the location of the wire, drill Y2"hole located 2'/2"down from the top edge of the 2x8 and then cut a '/2"wide notch from the top edge to the drilled hole to allow the 2x8 to slip past the wire. Use the same nail/screw schedule as for the 2x6s to attach the 2x8s to the existing rafters. I have reviewed the mounting details for the proposed solar array. Based on my calculations and on the specified PV solar panel unit weight of 45± lbs, with the attachment points of the array placed at a maximum of 42"on-center and staggered to minimize the load to any one rafter, the reinforced house roof framing, as outlined above, 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,.0OF Mgssq _ Dj DAVID A. �y W t / m VREELAND �, �`�" �J o CIVIL rn David Vreeland, PE " No 46317 Vreeland Design Associates ,oPOFF,pE.G/STEitt , S/ONALOc' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 LG N ON®2 Black • LG355N1K-A6 I LG360N1 K-A6 LG365N1 K-A6 Preliminary • 355W I 360W I 365W The LG NeON®2 is LG's best selling solar module and one of the most powerful and versatile modules on the market today.The cells are designed to appear all-black at a distance,and the performance warranty guarantees 90.6%of labeled power output at 25 years. 'MI C 1;21 US cE cc. • 25 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 90.6%of initial performance. that a module needs to be repaired or replaced. Solid Performance on Hot Days + Roof Aesthetics 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. 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 Groups 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 NeON'(previous MonoXe NeON),NeON'2,NeONe2 BiFacial won the"Intersolar AWARD"in 2013,2015 and 2016,which demonstrates LG's leadership and innovation in the solar industry. Life s Good LG NeON®2 Black Preliminary LG355N1K-A6 I LG360N1K-A6 I LG365N1K-A6 General Data Electrical Properties(STC*) Cell Properties(Material/Type) Monocrystalline/N-type Model L0355%11(46 10360N18-A6 60365%11(46 Cell Maker LG Maximum Power(Pmax) [W] 355 360 365 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [V] 343 34.7 35.1 Number of Busbars 12EA MPP Current(Impp) [A] 10.37 10.39 10.41 Module Dimensions(L x W x H) 1,740mm x 1,042min x 40 mm Open Circuit Voltage(Voc t 5%) [V] 41.6 41.7 41.8 Weight 18.6 kg Short Circuit Current(Isc 1'5%) [A] 10.84 10.88 10.92 Glass(Material) Tempered Glass with AR coating Module Effidency [%] 19.6 19.9 20.1 Backstleet(Color) Black Power Tolerance [%] 0-+3 Frame(Material) Anodized Aluminium *STC(Standard Test Condition).Irradiance 1000 W/m',cell temperature 25Y,AM 1.5 Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes Measurement Tolerence of Pmax:t 3% Cables(Length) 1,100mm x 2EA Connector(Type/Maker) MC4/MC Operating Conditions Operating Temperature ['C] -40-+85 Certifications and Warranty Maximum System Voltage [V] 1,000(UL/IEC) IEC 61 21 5-1/-1-1/2:2016,IK61730-1/2:2016, Maximum Series Fuse Rating [A] 20 UL61730-1:2017,UL 61730-2:2017 - CertIficotions- ISO 9001,ISO 14001,ISO 50001 Mechanical Test Load"(Front) [Pa/psf] 5,400 OHSAS 18001 Mechanical Test Load'(Rear) [Pa/psf] 4,000 *Based on IEC 61215-2 2016(Test Load-Design Load x Safety Factor(1.5)) Salt Mist Corrosion Test IK 61701:2012 Severity 6 _ Mechanical Test Loads 6,000Pa/5,400Pa based on IEC 61215:2005 Ammonia Corrosion Test IK 62716:2013 Module Fire Performance Type 2(L 61730) Fire Rating Class C(UL 790,ULC/ORD C 1703) Packaging Configuration Solar Module Product Warranty 25 Year Limited Number of Modules per Pallet [EA] 25 Solar Module Output Warranty Linear Warranty. Number of Modules per 40'Container [EA] 650 *Improved.1'year 98 5%,from 2-24th year-0.3396/year down,90.6%at year 25 Number of Modules per 53'Container [EA] 850 **In progress Packaging Box Dimensions(LxWx H) [mm] 1,790x 1,120x 1,213 Packaging Box Dimensions(L x W x H) [in] 70.5 x 44.1 x 47.8 Temperature Characteristics _-_ Packaging Box Gross Weight [kg] 500 NMOT. [eC] 42±3 Packaging Box Gross Weight [lb] 1,102 Porno [96PC] -0.35 Voc [96PC] -0.26 Inc [%PC] 0.03 Dimensions(ram/inch) •NMOT(Nominal Module Operating Temperature):Irradiance 800 When',Ambient temperature 20'C, Wend speed 1 m/s,Spectrum AM 1.5 1042.0/41.0(Sane of Short Side) Electrical Properties(NMOT) 1002.0/394(Distance between Grounding 6 Mounting Holes) Model LG355N1K-A6 LG360N1K-A6 t LG365N1K-A6 v 400/1 5, - 175.0/6.9ri- MaximumPower(Pmax) [W] 266 270 27416-e0s30/03x 0.1 I- MPP Voltage(Vmpp) [V] 322 326 33.0 Drain Holes 8-043/0.2 (-) (•1 mncuMPP Current(Impp) [A] 8.27 8.28 8.30 Grou ding Holes nn 0n,Open Circuit Voltage(Voc) [V] 39.2 393 39.4 8-8.ss120/0.340 5),- °--E Short Circuit Current(1st) [A] 8.72 8.75 8.78 Mounting Hales I-V Curves z a 1150.0/453 Cable Length 3 3 4 4 12.0 000W 5 € 5 t 6 3 10.0 N N 1 800W 8.0 -. a a 600W ? R Q ,4 6.0- 400W 8 ?S 4A- 200W ♦ 2.0- e-` .41 - OA 4 - 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 Fro. . - ro. vdlawM o�f_ .. ® LG Electronics USA,Inc. Product specifications are subject to change without notice. LG Solar00 Business Division LG355-365N7 K-A6 pdf 2000 Millbrookire,ILDrive 121520 Lincolnshire, 60069 Life's Good www.lg-solarcom 0 2020 LG Electronics USA,Inc.All rights reserved. . /'�► IRONRIDGE XR Rail FamII:: Solar Is Not Always Sunny , Over their lifetime, solar panels experience countless 1 1 I extreme weather events. Not just the worst storms in years, �l` but the worst storms in 40 years. High winds capable of / i ripping panels from a roof, and snowfalls weighing '�_� '\` / t enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect ,' —, ' against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability74. requires fewer roof attachments, r ,_\ 1 reducing the number of roof 1 - penetrations and the amount "* of installation time. 1 + '''''' 1. I.' 't ''' ...CO v .'"---, -'-- • tii °fi 2 Force-Stabilizing Curve Sloped roofs generate both vertical and lateral 1 ' ;, . forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails is specially designed to increase strength in both ,' .'_ directions while resisting the twisting.This unique feature ensures greater security during extreme * N weather and a longer system lifetime. Compatible with Flat&Pitched Roofs _ I Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series''%% I r) hil compatible with a range of tilt leg aluminum alloy,then protected with an FlashFoot and � options for flat anodized finish.Anodizing prevents surface other pitched roof 1 1 roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. 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. Ili �,,,,,�,..•_.......+r 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 p•n Snow (PSF) Wind (MPH) WO 7.5'4" 6' 8' 10' 90 120 None 140 XR10 XR100 XR1000� 160 90 t ._.. 120 20 140 160 90 30 160 90 w. 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 ,AI_ 4414 EVALUATION REPORT �"�Number: °- ',,• . ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 SUNMODO CORPORATION connection capacities of fasteners used with the specific 14800 NE 65th 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, C1, 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-K 10068-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—K 10068-001 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'h-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 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©2019 by International Association of Plumbing and Mechanical Officials.All fights reserved.Printed in the United States.Ph:1-877-0lESRPT•Fax:909.472.4171 ANSI web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA ACCREDITED Page 1 of 6Product CortMedlloo MOW 17016 Body 00675 kliZtt EVALUATION REPORT Number: ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 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 I 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 % 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 I U shingles to the wood roof rafter,(3)flashing that is placed A P M O 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 E S threads and (5) hex cap that is secured on to the shoe. or Figures 2 to 6 of this report illustrate the components. 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 '/2-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 6 441'4 EVALUATION REPORT Number: ;t; , ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 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 d /er:7°, Richard Beck,PE,CBO,MCP Vice President,Uniform Evaluation Service Ws., GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.org or email us at infonuniform-es.org Page 3 of 6 ktZtv EVALUATION REPORT Number: ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 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- 0.125-inch Allowable (Figure 1) inch deflection Design Loadl'2 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 2'h inches into the roof rafter. a. Allowable load values are based on 4 fasteners penetrating through minimum ''/2-inch thick wood sheathing. Page 4 of 6 kilt, EVALUATION REPORT Number: ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 Figure 1, Loading Directions 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 kiZtv EVALUATION REPORT Number: 248 ® Originally Issued: 09/26/2012 Revised: 09/25/2019 Valid Through: 09/30/2020 EZ ROOF MOUNT COMPONENTS 41110 . 111111, i , 10!) , , F=,,7 .desioln° i Figure 2:Shoe Assembly Figure 5: Hex Cap ___ ...... Figure 3: Lag Bolt Figure 6: Flashing ‘Slikill\iti Figure 4: L-foot Figure 7: 0MG Screws Page 6 of 6