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18C-115 (3) 54 ALLISON ST BP-2021-1104 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 18C- 115 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-2021-1104 Project# JS-2021-001864 Est.Cost: $12522.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 42209.64 Owner: WYSOKER RACHEL WYSOKER REALTY TRUST Zoning: URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 54 ALLISON ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFI ELDMA01038 ISSUED ON:4/2/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTAL 10 SOLAR PANELS 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 NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. r . ).2 Tit Certificate of Occupancy Signature ' FeeType: Date Paid: Amount: Building 4/2/20210:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner \A)y sok--er / 191 / 1 Deportment use arty / 4P/j) ,-.2..._ City of Northampton iStete al Pinot . 7 -) '''' Building Depanment !Curt OINDriteetery Penne I ...„ -•A"), / - 212 Main Street ISeoseeSepec Availaty <90c,i, / Room '00 1 Maier/Wei katilladity . 41h?AlG / NOrthamoton. MA 01060 I Two Seta of Samuel Mans °iv /41,s• •/4 '4)6' phcf(e 413-567-1240 Fax 413-587-1272 PtoeSite Plans '60 li? / . ,Otter Speoty . APPU6sA1ICtI/TO CONSTRUCT,ALTER,REPAIR.RENCNATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE MPORMATION I 1.1 ellalltetA Me section to be eeetpletsd by office 2012/11- 54 Allison St Map (ge- Lot /,/ Northampton MA 01060 nom Overtey(Mama Ifte St.Mak* CI3 District . ---i --------- -- SECTION 2-PROPERTY OWNERSHIPAUTNORMED AGENT , VI Owner of Remit: 54 Allison St Rachel WysOker Northampton MA 01060 Ur*( 4',.!,, Carom kta,n;Ar.n.cm.- c59 Ar- ' rangr1,1,41 413-695-9625 2.2AutbialzastAmmtl Nooll Jar 136 Elm St. Hatfield, MA 01038 NI %arra Oat C4Durr Maroc;Andrus** 4 ith._ /, 413-247-6045 0.A11111tk:/: AikAt. Twechere . UCTION 3 • .41PL_TIVIIIII-TRUCT •, OSTS I NIIP . lawn Estimated Cost(Dollars}to be direst Use On* competed Dv Dem;apo.cant t. 9A.sicling ia i&Moine Per.mn;:stit 2. Etectncai (t31 EEnnEnd iota Cost of ConmOon frOrr_qe) P- 3. Pliant:meg Budding Permit Fee 1176 4. Mir:llama!(HVAC) i 5_;•'re PrI)tectori $12.522 Check Nuretter II cig TIllejleollon IFr MOM Use Oeilv Suseing Perrit Nurnixr. 6870/1 I/ I/dil Dew Issued: Seeneture: //770 1-/-2- ZO Z I imam coreereereereeteettor attesters,* Dow - .-- Section 4. ZO'+ItiG All Information Must Be Completed. Permit Can 9e Denied Due/a Incixnplete lnforrnatrnr Existing Proposed Required by Zoning Thee:vhrmn tt+F.x tillal in h± Building Deparane= Lat Frontage Setbacks Front Side 1.: R: L: R. Rear Building Height Bldg. Square Footage Open Space Footage r al Kn:e'nines Kok&iu,ed .Dorkingr of Parking_Spaccs __._.. Fill: (volume&Locatar0 A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? tvd DON'T KNOW C) YES 0 IF YES: cn*.ct Book Page and/or Document rf Q. Does L•ic si'c ti:?ntdin a brook, body of wife• or wetlands? NO 2 DON'T KNOW 0 YES 0 IF YES, has i ,crmit been or need to be cata'ned from the Conservation Commission? Needs to be obtained (3 Obtained I , Date Issued: C. Do any signs exist on the property? YES ' :] IF YES, describe size, type and location: D. Are there any proposed ciarlges to or additions of signs intended for the property ? YES 0 r,:l 12, IF YES, dc°s.riae size, type and location: E. Will the construction activity disturb tring, ading, caYation,or filling)over 1 acre or is it part of a oornrra- plan that will disturb over 1 acre? YES NO IF YES.then a Northampton Storm Water Management Pemit from the DPW is required_ i t 5ECT)ONS-DESCRIPTION OF PROPOSED WORK kismet all New Mouse ❑ Addition ❑ ( Replacement Windows ANeradords, E Roofing k Doors I3 Accessory Bldg. ❑ Demolition E New Signs fp) Decks ;� Siding lei Other 310 — 9rof Descr►pt,on c Procosed Install 10 solar panels on Roof Warx: Arteratzor+of existing oewoom Yes No Add,ng new bedroom Yes No Mac,. Naratye Reroratryg unfinished basement Yes No Plans Atached Roil -Sheet self New Wyse god or to wrjggio homing.poeme the following: a. Jse of building One Fam;y Two arr.;y Oren Vurnce,o'rooms n each'am•'y.:nt: Nun-xr c'3a-r•oorrS___ c. Is t-ere a garage atached? d. Proposed Scuere`ootage c=new co^s•.ructicn _ G.rnensrors a. Nurr e-o'stones' t btethx of heat:rig? Fireplaces or aoocstoves Nc.rnber of each g. Energy Conservat=or Crsmcxrarce idesedieck Energy Compliance Form eeadieo? n. Type of ccestr.c;,or Is coin Cr..ction w•t^r 100`.of wet a^ds? Yes No. is aonetrucban whin 100 yr. floodplain Yes No ;. Dept-of baserent or owier'loot Gov,+`inishec grade . We budding Conform to the 8tutd,rg and Zoning regulations? Yes No. t, Septic Tank City Sewer Pn' ate welt_ Cly water S,.opty =MOM Ts-amen AUMOIMATION-TO OE COMPLETED MIEN OWNERS AGM OR OONTR#Itl70R SMILES POM dLM.DMO PERRIT i Rachel Wysoker .as O,sner of the suyeet pr'op•fty hereby authorize Northeast Solar to act my What. r all matters moray to wov authorized av.his budding permit . jZit/77 111111 1 1, Gregory Garrison/Northeast Solar .as Owner.,;.Attcnze Agent hereby dec:are that the statements and rfcrmator on the foregoing applicabor are true ant aco4rate.to the:rest o`my.nc'w ecge and tom:of Signed 4rtioef the oars and penait es of periur;. Gregory Garrison 1 Print t k AI : 2 /214 /21 -_ SECTION 8-CONSTRUCTION SERVICES 0.1 Llonsed Conjtructlop Supervisor: Not Applicable 0 Phillip Baunsgard Narna Mj : CS106113 License Number 41 Heath Rd Colrain, Ma 01343 6/7/21 A -sExpiration Oats 413-247-6045 9. Registered Home Improvement Contractor Not Applicable 0 'nec:ts moo:. r 169641 Company Name Regissration Number 136 ELT S. . Hat 'eld Ma 01038 7/13/2021 A:cress Expiration Date Telephone 4 13-2 4 7-6 04 5 /4, lop .•/ 4, , SECTION 10- •Ar. PENSATION 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....._.Xl No 0 11. -Home Owner Exemution The current exemption for"homeowners"was extended to include Owner-occupied Dw eilinns 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 as supervisor. CMR 780, Sixth Edition Section 108.3,11, Definition of Homeowner: Person(si who own a parcel of land on which bcishc resides or intends to reside,on which there is,or:s intended to' c. 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'homeowner";hall submit:o the Building Official,or.a form acceptable to the Building Officials that he,she shall be responsible for all such work performed under Ike bnlldlnepermit< As acting Constructioµ,Supervlsor 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) 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: 69 1vi 604141(4(3✓1 The debris will be transported by: oe--ati Lai-0 The debris will be received by: � T-e.e.-L(L l ( Building permit number: Name of Permit Applicant : 00k"eAf-fr DA`11/-‘ )/2q/21 Date ignature of rmit Applica The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 7_41 • ?'- _ 1 Congress Street, Suite 100 � Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General 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 app rop riate box: Business Type(required): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑R estaurant/B ar/Eating Establishm ent 2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or S ales(incl. real estate, auto, etc.) employees working for me in any capacity. [No workers' comp.insurance required] 8. ❑Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainm erd their right of exemption per c. 152,§1(4), and we have 10.1=1 Manufacturing no employees. [No workers' comp. insurance required]** 4.❑ We are a non-profit or ganiz ati on, staffed by volunteers, 11.0Healthcare with no employees.[No workers' comp. insurance req.] 12.❑Other *Any applicant that clucks box#1 mist also fill out the sectionbelow showing their workers'corripensation policy information "If the corporate offices have exempted themselves,but the corporation has other employees,aworkers'compensation policy is required and such an oiganizationshasld deck box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy&formation. Insurance Comp any Name:Gotham Insurance Company Insurer's Address: 54 Allison St City/State/Zip: Northampton MA 01060 Policy#or Self-ins.Lic.,. #WC201900019843 Expiration Date:_ 7/8/2021 Attach a copy of the workers' comp ensationp olicy declaration page (showing the p olicy number and expiration date). Failure to secure coverage as required under Section25A 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 afine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for i ance coverage verification. I do hereby certify,under the #,i and f :rjury that the information provided above is true and correct. Signature: f D ate: 12/21/2020 Phone#:413-247-6045 >� tr • 4 Official use only. Do not write ', x ea, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.mas s gov/dia ___—...—NeN NORTSOL-01 MMONSINI AcoRio CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 411.----- 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 COMNTACT NAE: Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 (ac,No,Eat):(781)455-0700 (NC,No):(781)449-8976 Needham,MA 02494 ADDRESS.certificates@roblininsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Gotham Insurance Company INSURED INSURER B:Safety Insurance Company ,39454 Northeast Solar Design Associates,LLC INSURER C:New York Marine and General Insurance Company 16608 136 Elm Street INSURER D: 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 TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD IMM/DD/YYYYI IMM/DD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PK201900018166 7/8/2020 7/8/2021 DAMAGE TO RENTED 300,000 • PREMISES(Ea occurrence) $ 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 PEef LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 _(Ea accident) $ ANY AUTO 5909629 7/8/2020 7/8/2021 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOSRE� ONLY ' X 'AUUTNOSSyyNEp BODILY INJURY(Per accident) $ X AUTOS ONLY X .AUTOS ONLY (Per accidentDAMAGE $ A X UMBRELLA UAB X OCCUR _EACH OCCURRENCE $ 1,000,000 EXCESS UAB CLAIMS-MADE UM201900008269 7/8/2020 7/8/2021 AGGREGATE $ 1,000,000 DED X RETENTION$ 10,000 $ i C WORKERS COMPENSATION X STATUTE OTRH- ANDEMPLOYERS'LIABIUTY Y/N ' ''WC201900019843 7/8/2020 7/8/2021 1,000,000 ANY PROPRIETOR/ R/EXECUTIVE E. EACH ACCIDENT $ARTNEL. _ OFFICER/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 REPRESENTATIVE2 E geZ� ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 4111 Gcrturtin twealth of Massachus{*tts gt, Diwi;e r. of Profesu►nal l.acensure Board or E wilding Regulations and Standards C:onstrtbr1 5==apervisr►r CS-lofti 1.1 Ejc pit es. 06/07/2021 PHI LIP BAUNSGARD,JR 41 HEATH ROAD -44 COLRAIN MA 01340 Commissioner L-� HOME IMPROVEMENT CONTRACTOR Registration valid for yydividuai use only TYPE:LLC before iha expiration ata. If found return to Registration Expiration Office of onsumer#ffairs and Business Regulat,cn 07/13/2021 1000 W ington S t -Suite'10 NORTHEAST SOLAR DESIGN ASSOC. Bosto , 02118 GREGORY GARRISON 136 ELM ST HATFIELD,MA 01038 Undersecretary valid W thou signature U 4 1 .- a, h ': k Roof mounted solar arraywith .�, Main electric rIii 1Ox LG modules and r panel in if._ ,, . 't. 9 y., 1. ::- . lc . ., basement 10x Enphase IQ7Plus-72-2-US , I f micro.inverters - r - - , .. ,�� ......... , WI.iii . � ' a5 � l�. y } + �a5�lEai.:�Isi fiDrr..... . ... lilkt • - - --- - .... , , ' 47:- f 1M i>3it o•' v� - �. . k , - of A1,':1N}.�� " s 7 . .w+ `a fs :- F # .L L 19 1 S' '� i.. ,/�1 4. - i. t r .. , t ... . . . • .6 In,. i A , . 4;:- 'b., r . . _ , , {r ytt. 9w.i r _ c .. i Cn Av.! • \ - 3 i Lam'* ,-_� ''+�'� i. - lot : , ., • • .a e . , Rachel Wysoker 54 Allison St ' .44/0/1" Northampton, Ma 01060 NNI•‘ Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: March 31, 2021 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Rachel Wysoker, 54 Allison St,Northampton, MA: Structural assessment of existing house addition roof to support proposed solar array. On 3/31/21, I conducted a site visit to investigated the existing roof framing for the proposed PV solar panel installation. The 1-story, 19'x 21' addition is attached to the east gable end of the main 27'x 41' cape style house which was constructed in 1952. 10 PV solar panels are to be installed on the front south facing roof of the addition. The roof is framed with 2x8 rafters installed 24"on- center, spanning 9'-2", with a roof slope of 8.5/12. It appears the ceiling joists are 2x6 and are secured to the bottom of the rafters preventing the roof from spreading. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed solar array. Based on my calculations and a PV solar panel unit weight of 41± lbs, 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, \-‘\A OF 41.4s = DAVID A. Sicy 4 VREELAND CIVIL No. 46317 " David Vreeland, PE �\GCE Vreeland Design Associates �FSSIONALOC'\ 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 ' .• LG N ON®2 60 ,__ 360W I 355W I 350W The LG NeON®2 is one of the most powerful and versatile modules on the mar- ket today.Featuring LG's Cello Technology in monocrystalline n-type solar cells, the LG NeON®2 increases power output.Now includes a 25 years product and 90.1%performance warranty for higher performance and reliability. The new LG NeON®2 has been designed with aesthetics in mind using new cell design. t 3\- C US c E Feature Enhanced Performance Warranty Enhanced Product warranty 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 90.1%of initial standards. performance. About LG Electronics LG Electronics is a global big player,committed to expanding its operations with the solar market.The company first embarked on a solar energy source research program LG 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 MonoX° series to the market,which is now available in 32 countries.The NeON°(previous.MonoX°NeON),NeON°2,NeON°2&Facial won the"Intersolar AWARD"in 2013,20I 5 and 2016,which demonstrates LG Solar's lead,innovation and commitment to the industry. LG NeON®2 LG360N1C-N5 LG355N1C-N5 1 LG350N1C-N5 General Data Electrical Properties(STC*, Cell Properties(Material/Type) Monocrystalline/N-type Model LG360N1C-N5 LG355N1C-N5 LG350N1C-N5 Cell Maker LG Maximum Power(Pmax) [W] 360 355 350 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) (V] 35.1 34.7 343 Number of Busbars 12EA MPP Current(lmpp) [A] 10.28 10.25 10.22 Module Dimensions(L x W x H) 1,700mm x 1,016mm x 40 mm Open Circuit Voltage[ik i 5%) [V] 41.6 41.5 41.4 Weight 18.0 kg Short Circuit Curtent(Isc,*5%) [A] 10.84 10.80 10.76 Glass(Material) Tempered Glass with AR Coating Module Efficiency [%] 20.8 20.6 203 Backsheet(Coior) White PowerToleranoe EN 0-+3 *STC(Standard Test Condition).Irradiance 1000 W/m',Cell temperature 25°C,AM 1.5, Frame(Matenal) Anodized Aluminium - Measurement Tolerance of Pmax t 3% Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes Cables(Length) 1,000 mm x 2EA Operating Conditions Connector(Type/Maker) MC 4/MC Operating Temperature [°C] -40-+90 Maximum System Voltage LV] 1000(IEC) Certifications and WarrantyMaximum Series Fuse Rating [A] 20 Mechanical Test Load(Front) [Pa/psi] 5,400/113 IEC 61215-1/-1-1/2:2016,IEC 61730-1/2:2016 Mechanical Test Load(Rear) [Pa/psf] 4,000/84 Certifications ISO 9001,ISO 14001,ISO 50001 •Based on IEC 61215-2 2016(Test Load-Design Load x Safety Factor(1.5)) OHSAS 18001 4 Mechanical Test Loads 6,000Pa/5,400Pa based on IEC 612162005 Salt Mist Corrosion Test IEC 61701:2012 Severity 6 Ammonia Corrosion Test IEC 62716:2013 Packaging Configuration Hail Test 25mm(1")diameter at 23 m/s(52 mph) Number of Modules per Pallet [EA) 25 Fire Rating Class C(UL 790) Number of Modules per 40ft HQ Container [EA] 650 Packaging Box Dimensions(L x W x H) [mm] 1,750 x 1,120 x 1,221 Solar Module Product Warranty 25 Years Packaging Box Gross Weight [kg] 464 Solar Module Output Warranty Linear Warranty` *1)First year 98%2)After 1st year 0.33%annual degradation,3)90.1%for 25 years Dimensions(mm/inch) Temperature Characteristics NMOT [ °C] 42±3 ims.oiao.o Pmax [WC] -0.34 Voc [96/°C] -0.26 nfa o,,. •• Isc [96/°C] 0.03 V,;-:.;:,,-, O •NMOT(Nominal Module Operating Temperature):Irradiance 800 W/m',Ambient temperature 20°C, - - •• Ii • ii I Wind speed 1 m/s,Spectrum AM 1.5 Electrical Properties(NMOT, Model LG360N1C-NS LG355N1C-N5 LG350N1C-NS Maximum Power(Pmax) [W] 270 266 263 °oI*ca gt' MPP Voltage(Vmpp) _[V] 33.0 32.6 32.2 MPP Current(Impp) [A] 8.20 8.17 _ 8.15 t Open Circuit Voltage(Voc) [V] 39.2 39.1 39.0 ) Short Circuit Current(Isc) [A] 8.71 8.68 8.64 8 1 B . I-V Curves 12.0 1000W • 0.0 g : eoowIIL 8.0 600W 5 6.0 J 400W 4.0 200W 2.0 • 0.0 --___-- __ • 0.0 10.0 20.0 300 40.0 Voltage[VI ® LG LG Electronics Inc. Product specifications are subject to change without notice. ❑N ❑N Energy Business Division DS-NS-60-C-G-F-EN-200507 J+`�S LG Twin Towers,128 Yeoui-daero,Yeongdeungpo-gu,Seoul '+. 14 07336,Korea ©2020 LG Electronics.All rights reserved. t'r Life's Good �..:,_.4 wwwlg-solarcom IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, T a` but the worst storms in 40 years. High winds capable of /7, f �`ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. � /J � x XR Rails are the structural backbone preventing 7' + these results. They resist uplift, protect '` .,, against buckling and safely and efficiently �z.,,. 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. y 1 ,4 � * X ', � Force-Stabilizing Curve r .. ,,� Sloped roofs generate both vertical and lateral { t forces on mounting rails which can cause them ' to bend and twist.The curved shape of XR Rails ' ' ' T c, ,.,. is specially designed to increase strength in both directions while resisting the twisting.This unique = ,t 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 ib„ compatible with NI.% a range of tilt leg aluminum alloy,then protected with an ro) FlashFoot and ^ options for flat anodized finish.Anodizing prevents surface other pitched roof ( 1 1 roof mounting and structural corrosion,while also providing IlLi attachments. applications. a more attractive appearance. t s I 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. iii .16111Y. 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.while It achieves spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12 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 u ,.�� , �' Rail Span Snow(PSF) Wind(MPH) 4' 6' 8' 10' 12'IMI + , am; '4�k et ��,.; .'� '� 90 ri "',• 44 ''",' r ? ,L 120 1 ems`' 'ft , None , , ..•... 140 x XFi10 �''••����• 1 �a,; � • , r- IIIIIIIIIIIIII 90 120 20 140 { T4 ' 160 `. ri 90 ,E 30 16090 a '' f C, 1 t 'A ,1 44 40 k � i �� 80 160 ' ..x ` . 120 160r `Table is meant to be a simplified span chart'Cr 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 ,��,- kilt, 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'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—K 10068-001 shall restrictive shall govern- be installed using the 5/16-inch (7.94 nun) 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'/z-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. �/c CoCopyright©2018 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.Ph:1-877-4IESRPT•Fax:909.472.4171 ANSI I �7I web:www.uniforrn-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA ACCREDITED Page 1 of 6 MO=VINO Product e orne.dueeos„ OOPS tilt* 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 F1575. 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 %2 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 shingles to the wood roof rafter,(3)flashing that is placed A 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 R 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 Y2-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 kilt* EVALUATION REPORT Number: tY248 T" 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 1/.�G� " .CJd 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 tiZtt EVALUATION REPORT Number: 248 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—K10068-020° Test Load Test Load at Load Direction at 0.250- 0.125-inch Allowable (Figure 1) inch deflection Design Load''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 21/2 inches into the roof rafter. Allowable load values are based on 4 fasteners penetrating through minimum 1/2-inch thick wood sheathing. Page 4 of 6 EVALUATION REPORT Number: 248 M1' Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 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 ktiZtt EVALUATION REPORT Number: F 48 T" Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS lisilliVimmill: , , Figure 2:Shoe Assembly Figure 5: Hex Cap i--- Figure 3: Lag Bolt Figure 6: Flashing \11111111!litioiv Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6