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36-382 (3) 230 EMERSON WAY BP-2020-0975 GIs#: COMMONWEALTH OF MASSACHUSETTS Map.--Block: 36-382 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2020-0975 Project# JS-2020-001652 Est.Cost: $26813.00' Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft:): 10585.08 Owner: BROWN TIMOTHY Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 230 EMERSON WAY Applicant Address: Phone Insurance: 136 ELM ST (413) 247-6045 Liability HATFIELD.MA01038 ISSUED ON:2/28/2020 0:00:00 'TO PERFORM THE FOLLOWING WORK:INSTALL 24 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 Certificate of Occupancy signature: FeeType: Date Paid: Amount: Building 2/28/2020_0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)5871 1272 Louis Hasbrouck—Building Commissioner i. 0 DocuSign Envelope ID:FCD62494-FCE9-4815-ACEO-CA77E263CE64 z_ I 0' --i n rr7 £B�Jtt�rlktl ,tF'3i3' 1 City of Northampton >sS: f E?art. Building Departmento° fv U91rt�. r°a*/p4r, i 212 Main Street:l ?21 .te Uloir+vailabtlC P r J Room 100 a co N uhf ell A4s1I61110 ` - - Northampton, MA 01,66 o M0 � �� .` � of Sfrbrr Pians ._ phone 413-587-1240 Fax 413.5 72 Es{ Plans 2 M x wed j N APPLICATION TO CONSTRUCT, ALTER,REPAIR, A',ONE OR Two FAMILY DWELLING SECTION a-SITE INFORMATION 1.1 P dtte tytAddr_fto®: This suction to,be comp9eted'hy40 Lice 230 Emerson Way Map 36 Idt " Unfti Northampton MA. 01062 Zone Otrertay DEstrrot Bleu OL Dfztr CO Dlgh-ct SECTION 2-PROPERTY O1ftIUPERSHIIPOAUTHORIZED AGENT 2.1 Owner of Record: 230 Emerson Way' Timothy Brown Northampton MA 01062 VArria(Pnnt) DocaSlpngdby: Curren;Mallnr,Address: SIGN 609-896-1497 Telophrore $KjRa141R? i 2.2 Authorized agent: Northeast Sol r 136 Elm St, Hatfield, MA 01038 _ 4Ame(P'nnt) Currarr,Mann,Address:. 413-247-6045 Si�rr&tura Tt�etitxr�, Item Eatimated Cost Pallars}tD be Official Use Only aomdeted by permit awAicant f. Building (ia)Building Pennil Fee 2. Electrical (til Estimated'Total Cost c9 Construcdan from 6 3. Plumbing Building Permit Fest 4. Mechanical(HVAC) S.Fine Protection 6. Total = t +2+-3+4 t 5 $26,813 Chec%Number Qs IDThhiis Section for O ficta]Use On Building Permit Nunnbw._ 9'P'AD —-( 7 Det Issued: Signature: / j • Z'-Z6 ZO 6uftiq Camrr4s0oficrdmpedor M BurdhW gate DocuSign Envelope ID:FCD62494-FCE9-4815-ACEO-CA77E263CE64 New House ® Addition ® Replacernem windew s Alteration1sp Roofing [� dT Doors, D Accessory Bldg. C Demolition ❑' New Signs C®, Docks 'II Siding 110 Other(,NJ Brief Description of Proposed Install 24 solar panels on Roof Work Alteration of existing,bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _No Plana Attached Roll -Sheet i[- Ihouse and flag addTtu ain to existing hoLiuMng,complete the- 116 iI : a. Use of building:One Fatuity Two Family Other b. Numoer of mortis in each family unit: Nurekser. of Bathroorro c. Is there a gerege attached?. d. Primed Square footage of neva construction- Dimensions e. Numis r of stories? f. Methodof heating? fireplaces or Waodatoves Numberof each g. Energy Oonservatbicn Compliaince- Mesacheck Enemy Compliance farm attached? h. Type of construction i. Is construction within 100 ft.of wetlends? Yes No. Is construction within d 00 yr. floodplain Yes No �. Depth,of basement cr cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes Mics. L Septic Tank City Sewer Private well City water Supply SEC IOX Ya-O`BiBiiMAUTHORIZATION-TO B19 COMPLETED WHEN OWNEM AGEWdRICONTRACTOR APPLIES Doul p uuLptury PERmw 1 Timothy Brown as Owner of the subject Proper hereby authorize Northeast Solar to sct on my behstL ihfiII I tiers relative to 5 cqk autharized icy this building pemtit aloplication. Atli .1� ,J �. I�l/'AI�/In 11/10/2019 I i . Si ..ut-br t kkr l7&le I Gregory Garrison/Northeast Solar as OwnedAuthorized, q rY .Agent hereby declare that the stdtenwrits and information an the farega''ng applicetiort are true and accurate.to the best of my knowledge and beff-ef_ Signed under the wins and penalties of perjury. GreqoryASarrison, Print K%trte Si a:urb ar Grier Mrb a DocuSign Envelope ID:FCD62494-FCE9-4815-ACEO-CA77E263CE64 Section 4. ZO6 IKG Al Information must Ike Camplctvd, Permit Can Se knied Clue Yr Inamplew InfwMation Existing Proposed Required by Zoning Tb:b w1mun to is Gllod in by Du'Mng tlrparan= Lot Sizc Fraeu a I- -- - - - ----- I --- - --- ----- --- ';• - - --- -_ __-- Set6acks Front SkD L= R:= L:= R_= Rear I. Building Hciight a �� Bldg.Square FocuSe X56 Opcn Space Fcatage % (- avkin Y of Parkin 5 encs___---- Fill: volume&Loca6 A Hals a Special Pewir'U'VarianceARading ever beren.issued f'w&a tIr - site' GSD DON'T KNOW YES IF YES, date issa.ledo lll)~ o Was the pelr-rct- It riewrided,at Ow ft-gistry cif Deeds' Pi( IN Tf`;E N YES IF YES: enter Book lI Page14 it and/or DOeument R 13. Does the site contain a brook,, body of wateir or wetlands? NO 0 DONT KNOW 0 M IF'PES, has a permit been or need to be obtained front the Conservation Commission? Needs to be obtained 0 obtatnetl 0 Date Issued: Ca Do any signs exhit an the ipropeir4l' YES NO IF YES,describe size, type and location: � 0. Aire tpiere any proposed changes to or additions of suns intended for the property YES NO IF YES, describe size, type and Location. E. Will the canstructlan activity dsttirb(d' ng.grading,excavation,or filling)over 1 acre ar Is it part of a ownaw plan Bhetvrfll dkstub wer l ate? YESU NO Viw IF YES.then a Northampton Storrs Water Management Perrrdt from the DPW is required- . 4 4 A i DocuSign Envelope ID:FCD62494-FCE9-4815-ACEO-CA77E263CE64 SECTION S-CONSTRUCTION SERVICES 8.1 Ur&naed Conalruclljan See en ryls!pr. Nat.Applicable ❑ a�, raver �Mint r: Phillip Baun,agard CS l X16113 U.'ent;ar NutrMi, 41 Heat. Rd Colrai-n, Ma 01340 ' 6/7/21 Addoffg xpir&Ika7 Dare 413-247-6045 re Teluphane 8.Ffe—gral+a-adl-146 ne lmlarcnre mt Cam�t ior° - _ --_ , Not Applicable ❑ Nort=heast: Solar ! 169641 Company Name Registration dumber 136 Elea SL . Hatfield, ala 01038 7/13/2021 .Address Expiration Date n1v A Telephone 413-247-6045 .„,__.: SE 'dfiOls7 7NO ll PENSAT N:tP,IlSill ,nE Ali$ a'�r-tl r2 6 2 r.11 Workers Compensation Insu ranee aftidasdt must be completed and submitted with this applicatic n.!Failure to provide this affidavit trill result In the denial of the issuance of the building emit. Signed Affidavit Attached Yes.......M NG..... ❑ Its® -]Rome Owner ExgMRt:tA The current exemption For"homcowneas's-as extended to include Orwner-DecapUd.DW ellUnps of one(l) or two(2)families and to allow such h memmer to enpge an individual for hire who docs not pmess a license,!provided that the o1raer acts ns aplee��.�cue�'��t1Q,�lst1�_Fadltloa__�cctien_1��.�.�i„ i efin[t[mu of FL�nteavvrieerr:Person(s)• by own a parcel of land on wMeh befshe resides or intends to reside,on which there is,or is intcoded to be,a rine or two f urdly dwelling,attached or detached structures accessory to such use and- or farm structures.A person who constructs more than one homt In a two-year ueried dealt net be considered a he neowner. Such"honeawncr"shall submit to the Building Officiate,on a farm aeceptablc to the Building'Official,that hefshe shall he .responsible for all suclO_�uark_atee�orm�.n�uder eh�b�ui9d[n�permGt, As acting Corns q ]fig nip [ your pence on the job site wiLl be required from time tea time,during and upon completion afthe work for which this permit is issued. Also be adv1scd that with reforcmcc.to Chapter 152(Woikers"Compensation) and Omptcr 153(Liability of Emplo}vers,to Employees for injuries not resuhing in Death)of the Massachusetts€encraL Laws Arindtate ,you-nmy fxe_lla ble for pctson(s) yrou hire to peaforr►voxark fen you under this permit. The undersigned"homeowner"certifies and assumes Yespons�il]tS'for cDnYla19a7LCG'A+'hiftrte Steffi Building Code,City of Northampton Ordinances,State and Local Zoning Lavas and State of Massachusetts General Laws Annotated. Homeowner S4paturre DocuSign Envelope ID:FCD62494-FCE9-4815-ACEO-CA77E263CE64 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: 2 ; ro E03g'PV'50V-L IL2�4 The debris will be transported by: P&5, -7o The debris will be received by: (Ary Building permit number: Name of Permit Applicant : l� w c�Ln L Date ignature of rmit Applicant The Commonweakh of Massachusetts Depaatment of Indaasoid Accidents Office of Investigations 1 Congress,street, ,suite 100 Boston,ILIA 02114-2017 www.mass.gov/0a i Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L eeibly Business/Organization Name:Northeast Solar Address:136 Elm St. City/State/Zip:H atfield,Ma 01038 Phone#:413-247-6046 Are you an employer?Check the appropriate box: Business Type(required): 1.[Z] I am a employer with 17 employees(full and/ 5. ❑Retail i of part-time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.0 I am a sole proprietor or partnership and have no 7. ❑Office and/orSales(incl.real estate, auto, etc.) employees working for me in any capacity. [No workers' comp.insurance required] g• [:]Nor,profit 3.❑ We are a corporation and its officers have ex ercised 9. ❑Entertairm ent their right of ex emptionper c. 152,§1(4), and we have 10.❑Manufacturing no employees.[No workers'comp.insurance required]* 4.[:] Weare anon profitorganizatioA staffed by volunteers, 11.❑Healthcare withno employees."[No workers' camp.insurance req.] 12.❑Other *Any applicant flid checks box Al mut also filleutthe sectionbe1w slnxirg fiLdrwoikers'corapensatienpolicyixf'orrmfi i. **If tle corperate officers lave exempted tlerrselves,but the cmporatienhas otharemployees,aworkers'carMensat onpolicyis required and Buchan 03ganiMti0n should check box#1. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy reformation. Insurance Company Name:Gotham Insurance Company Insurer's Address: 230 Emerson Way Lot 37 City/State/zip: Florence MA 01062 P olicy#or S elf-ins.Lic.K #WC201900019843 Expiration Date: 7/8/2020 Attach a copy of the workers'comp ensationp olicy declaration page(showing the p olicyj number and exp iration date). Failure to secure coverage asrequiredunder Section25A of MGL c. 152 canleadto 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 statem ent m ay b e forwarded to the Office of Investigations of the DIA fo 'nsurance rage erificatian. Ido hereby certify,wider ins d pen perjury that the reformation provided above is trace and carred. Signature: Date: 11/15/2019 Phone#:413-247-604 © ecaQl use only. Do not write in Z&area,to be completed by cry or town official City or Town: Permit/License# Iss"g Authority(circle one): 1.Board of Health 2.Building Department 3.City/Towii Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.mas s govldia NORTSOL-01 JHOGAN CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 6//27/227/2019 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(les)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 PHONE FAX 144 Gould Street Suite 100 (AIC,No,Ext):(781)455-0700 (A/C,No):(781)449-8976 Needham,MA 02494 I E-MAIL certificates@roblininsurance.com INSURERS AFFORDING COVERAGE NAIC# INSURERA: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 SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR /NSD U MMIDD/YYYY MM/DD/YYYY A I X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE Is 1,000'000 CLAIMS-MADE Fl-fil OCCURDAMAGE TO RENTED 300,000 PK201900018166 7/8/2019 7/8/2020 PREMI ES Ir occurrence) $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY 1$ 1,000+000 1 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE is 2'000'000 POLICY FX]%Gof F� LOC I PRODUCTS-COMPIOP AGG $ 2,000,000 I OTHER: $ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO 7/$/2019 7/8/2020 OWNED SCHEDULED BODILY INJURY Per person) $ AUTOS ONLY X AUTOS BODILY INJURY Per accident $ _ X HIRED X NON WNED j R acedenDAMAGE $ AUTOS ONLY AUTO ONLY $ A X UMBRELLA LIAB X OCCUR I EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE UM201900008269 i 7/8/2019 7/8/2020 AGGREGATE $ 1,000,000 DED I X I RETENTION$ 10,000 C AND EMPLOYERSELIABILLITY X STATUTE EERH YIN WC201900019843 7/$/2019 7/8/2020 1,000,000 OFFICER,MEMBER�EXCLUDED�CUTIVE N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ I I i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Issued as evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ci of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City p ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) @ 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i Vreeland Design Associates An integrative approach to design engineering and site planning i Date: February 25, 2020 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Timothy Brown, 230 Emerson Way,Northampton, MA: Structural assessment of new house roof to support proposed solar array. I have reviewed the manufacturers roof truss designs and the architectural plans prepared by Rosemund Construction, dated 8/7/19 for the new 2-story house and integrated garage for the proposed PV solar panel installations. 24 PV solar panels are to be installed on the south facing roof of the main house. The roof of the new, 34'x 54', 2-story, contemporary style house is framed with 2x6 top chord modified Fink design roof trusses, designed and manufactured by UFP Belchertown,LLC, installed at 24"on-center, spanning 34' with a 5/12 roof pitch. The trusses have been designed for a 35 psf roof snow load, a 15 psf dead load on the top chord,and a 117 mph V,,ir wind load. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed array. Based on a PV solar panel unit weight of 42± 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 roof truss,the 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, -%H 0 F MAss9 DAVID A. cy VREELAND o CIVIL No. 46317 David Vreeland,PE iO�o �fGI�ER� � Vreeland Design Associates NAL 116 I 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 I i V� 4�. 11 1 ' i � �' ' x`11( � .��� s p:f � , � .. t � i r .. � 1.i• ' �,t �. ' �. � � � � _ J '� I„'��. t` '' � � I � ' 1 '� `I 1 ' � I� 4 '' � � � r - �' , � ' ..' I � J ' ' •� .. '1 � y a i ` � . I o �i✓ti /o... ��ti ,ar Cyt ///� ys / ,✓i 4 `. AS � � r �f nE� .✓ � ,�/li �',!i�,i �f��r' � �- k; r skin" r � ty� x � i s M yy / � g�✓,trl 3._✓ � �a.¢a3'� 4 t'k ,fib'fa. � oJectr c °� ,r base`ment � Timothy Brown 230 Emerson Way Lot 37 a e�` Florence, Ma 01062N o r h e a s-Imc- ° • a l G35N IK V5.. �> ..... _...`.-..> >-.,.. __..,_.._.� ,.�d�.>.:............r.�:. ...„....u._.a.c >is,».,._-s ........>__..w..+a�.,..._._.e..=...c......t,...._...._.�a.w...>...,>.__'�.�.>....._,...-..>....-._..>._.��_...w......_e�. a.W.-.>.w�W..,......,...>_..� . .,._ 3 5 The LG NeONO 2 is LG's best selling solar module,and is one of the most powerful and versatile modules on the market today.Featuring LG's Cello Technology,the LG NeONO 2 increases power output.New updates;nclude an extended performance warranty from 86%to 90.08%to give customers higher performance and reliability. DUE G u� US I i Features .... . .............._...............---..............._.......................... Enhanced Performance Warranty Enhanced Product Warranty r 2Jy.s 2 ti LG NeONO 2 Black has an enhanced LG has extended the warranty of the NeON®2 �, a performance warranty.After 25 years, Black to 25 years including labor,which is top LG NeONO 2 Black is guaranteed at level in the industry. least 90.08%of initial performance. ... ...................................._............................................................................. I f Better Performance on a Sunny Day �+ Roof Aesthetics I LG NeON°2 Black now performs better LG NeONO 2 Black has been designed with ' on sunny days,thanks to its improved j aesthetics in mind using thinner wires that temperature coefficient. L appear all black at a distance.LG NeONO 2 Black can increase the value of a property with its modern design. ...................................................._............_...........................................--.............................._..................................................... .............. . ..................................... E When you go solar, ask for, he brand you can trust: LG Solar About LG Electronics LG Eectromcs Is a global leader i,..ek t,.Pk products in the dean energy markets by offering solar PV p-n Is and storage system,.The company first embarked on a solar energy source research program m 1985,supported by Lu Group's vast expenenre in the semiconductor,LCO,chem,;ctry and mate::els industries.In2010,LG Solar sgacsrvlly released is Amt NlonoXyO series to the market,v✓hrch Is r:ow available in 32 countries.the NeONO(previous MonoX-WON),NeONa'2,Ne0N-2[fir—.1 on the"lntersp;ar Solar AWARD',,,2013.2015 and 2016,which demonstrates LG's eadership and innovation in the solar industry. i CR? i LG ack LG335N1 K-V5 General Data Electrical Properties(STC*) Cot P7p(x'rtMs(Matenai/Type) ;j Monocrystalline/N-type Model � LG3�SNIK VS � - C' Maker, �` 3 LG ;-Maximum Ptiv✓� max [W]'? 335 -: :.r---"-.__-.._.......----._...._.._....._.......................__.__ a ;.Cellonflguratron± 60 Cels(6 x 10) �.MPS Voltage(Vnpp) ''[A�=€ 345 Number ofBusbars 12EA MP,PCurzem:(Impp) [_A _........ _..—........... -.. 9.72 .._.... -Madule Dlmensro�s 1,6B6rnm x 1,016mm x 40 mm Open Circuit Voltage(Voc�'S94) -fV]"€ 41.1 Wetgtt - .,..•.•.••.•••.••...171 kgStlortGrcurcCu`rent(Isc [A] 00.31 .. -__. . ._..............................._._ .. w........................ _._..._.................._..._..._......_...__._..................._.......__.... tempered Glass with AR Coating Mt_dula Effineney '` [+]•I' 19.6 Dacksheat(Co(br).. - Black - - -------'---'-'------- --- 1PowerTolerance (k]� 0-•3 •Frame(mate nal)-' ;j Anodized Aluminium •SrC(Standard Test conditioo):Irradmrce'1000 WAn',Cell temperature 25'C,AM 1.5,Measure Tolerance:t3%. ...: .. _-...................................__.................... _. 1urKClbn Box(protectwn age) i i`� P 63 with 3 Bypass Diodes Caf}ies(Length} ° 1.000mm x 2EA Operating Conditions Connector 'x 6 _. (Type/Malwr) - _ MC4/MC -OpgratingTemperature [ .;,'] __40-k90--`- MaxnpumSystenVoftage, 1,000(UL),1000(IEC) xw �. ........ ............................. ..................................... Maxi mumSenesPuseRating [A� 20 Certifications and Warranty MechanlcalTest Load(front) f[Pa'CsfJ-.! -... _ 5.400/113 IEC 61215-1/-1-112:2016.IEC 61730-1/2:2016, ----- -- IMecfiarncatTest4.oad(Rear}`i €.[fudgsf] : 4,000184 ' - JL1703 - - CerttFcatlons •-......_ ._._._.._ -.. -.._- _.__........_____. ISO 9001,ISO 14001,ISO 50001 `Manufacturer Declaration according to IEC 61215'2005 ` -- ---- -- ----- - lv,h IT-cL d 5400 Pa/ 000P b-- nIEC 6121522016 E_.solea Ea. G3 5 , 4,V a �,Ed G: OHSAS 18001 (Test Load=Design Load x Safety Factor(1.5)) Salt Mrst Corrosion'i`est IEC 62701.2012 Severity 6 "'AInirtiuniacorttis7ot,rest -`l _-� IC-C6z71G:2013 — Packaging Configuration _. - —'- '- -.....__ .......-- ....._._......'--- Flre,Ratmq j ClassC(UL790) Number6fModulesperPallet ;1 EA] 25 SolarModuteProductWareanty 25 Years �NuEriheYofModUtesp0rk0hHQCantatrlef: FA] GSC c7............................_._.............................._........................................................... •...».. .�..�». ........ ..........................................._.._.._.._ Linear Warranty* 9 9 - (_� _ )- [ren] �..___ 1,750 x 1,120 x 1,221 Sola>'Module Output Watran - Packs m-B6sP t7lmensrons I-x W x H °:}� tY `Improved:lst year 9845,Frere224ri1 year.0,33%/year doom.after 25th War -24th 'Packaging 6617 Gross Weights t [kC- _€i 464 Temperature Characteristics Dimensions(mmAnch) 42 t 3 — Pinar; .:.� 0.36 W ................ ...... ................. ................................. Voc r_[Yo7 C1t'I -0.27 tola.oao.o 31st - (44!'0'1 003 ore.aae.� .:I [Unit:mmfnch] *N MOT(Nolrlinai Module Operating Temperature):Irradiance 800 W/m2,Ambient temperature 20"C, Zai 1b1os Wind speed1 m/s,Spectrum AM 15 ns.ore.e ao.on.51 Crow irg Ibl es IY vied Electrical Properties NMOT -.-..-....__.... ...-- _-_.___.-.-_—__._..__� Ibint l W leo I-1•":, I N Model LG335N1KVS Ix YI°`� ,a.,cclo�e0z `Maximum Power(I?max) [W]"'_ 250 ".::. .... .._........--_......................_.._.__......................_....................__.__..._ i MPP lfaltage(V pp) [V], 32.3 ------------- MPRCurrent(hnpp) [AJ" -----'-'--'--'7.75 -"._..__..._._......................_._ Op,pCi ui Vokage(Voc) [Vp 33.6 ,ShorinCirturGCurigitt(Ist) ;(, •".. 8.29 a M r r 1 I I-V Curves W o .; o 12:J ': ret 1ri0 brow, t 60M, ('.:1 ........d..,W._ -,:.,........._........„, � iJ 2.0 ........_...._.._..............:..........................._200:4'....................: i l m - m - 0.0 8 00 10.0 20.0 31,0.0 400 Voltage(V) . I Li 1.G Electronics Inc. Productspecificationsare subecttocharge w,theutnotim � D Solar Business Division - , 2000 Millbrook Drive. LG335N1 K-l�.pcf - Lincolnshire,IL 60069 ❑ r 1 ©20191.6 Electronics.AL rights reserved +�+ Life's Good :w:r:J..g-so:arcom 9 I 1VTM 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 65t1i 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 Genera): 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 ANSUAWC 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, C,, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature • 2015, 2012, 2009 and 2006 International factor, C,, 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 inTable 1 of this report and shall be submitted a minimum of 2%2-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 , x�_ iJ�fNt 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:1-877-41ESRPT•Fax:909.472.4171 web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA Page 1 of 67 , 8 UES FTn! i 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 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 XHDO02B complying with Section 4.2 typical roof sheathing. of this report.The wood screws shall penetrate and extend beyond the wood sheathing by %z 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 E S threads and (5) hex cap that is secured on to the shoe. Tin Eigyures 2 to(of this report illustrate the components. I 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 XHDO02B (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-K10068- 020 to minimum %2-inch (12.7 mm) thick plywood roof sheathing complying with DOC PS 1 shall be OMG Screws XHDO02B 0.202-inch (5.13 mm) diameter wood screws i Page 2 of 6 77, s V i i ° 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. g a Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service 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.ora or email us at info!i6miform-es.ore I Page 3 of 6 IN t UES i i o ® � 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- 0.125 inch Allowable (Figure 1) inch deflection Design Load',z deflection Uplift(Withdrawal)3 1 1,800 1 695 1 715 Lateral 1 240 1 130 260 EZ Roof Mount Kit—K10068-020° Test Load Test Load at Load Direction at 0.250- Allowable (Figure 1) inch 0.125-inch Design Load'°z 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 1 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). s. Allowable load values for withdrawal are based on a minimum fastener penetration of 2'/2 inches into the roof rafter. a. Allowable load values are based on 4 fasteners penetrating through minimum '/Z-inch thick wood sheathing. Page 4 of 6 V 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 XHDO02B(#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 I Page 5 of 6 V E 1 ..vauw.. .<. n. a ..... �"" Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS Figure 2:Shoe Assembly Figure 5: Hex Cap Figure 3: La Bolt Figure 6: Flashing g g ure g g kA Fy F, `4 ti �M1 � I I Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6 I Vin. a AftL IRON RIDGE XR Rail Family Sour Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of `= ripping panels from a roof, and snowfalls weighing .. enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect A . against buckling and safely and efficiently l> transfer loads into the building structure ji2 Their superior spanning capability � � requires fewer roof attachments, reducing the number of roof F�° � penetrations and the amount � of installation time. k a > RiZ i Yom: . . ' y i k "} gam iA t v �N% Force-Stabilizing Curve f Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them € 'b �4 „ 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 _ s feature ensures greater security during extreme " � ' weather and.a longer system lifetime. t �,-„- a r x� i Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials t XR Rails are . IronRidge offers All XR Rails are made of 6000-series yr compatible with a range of tilt leg aluminum alloy,then protected with an P FlashFoot and options for flat anodized finish.Anodizing prevents surface other pitched roof roof mounting I and structural corrosion,while also providing attachments. : _ .' applications. a more attractive appearance.NEU VAR ,..... I e`-a 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. K 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. w € , �Mi . 90 rV,% k r Y 120 None x 140 XR10 ' XR100 XR1000 160 90 120 _s , Q 20 . , 3 140 �F3 a gH 160 �, �� _ < h'., € - r " 90 30 u � � x 160 90 40 160 ' 80 160 �� I" 120 160 Table is mrant to be.a simplified span chart for con �Xiac;reneral rail c.ap<.bitit€ .Use e approvedcertification letters for a..tt€a(design Tu dR€u..