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23B-030 (10) I I HATFIELD ST BP-2020-1049 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:23B-030 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-2020-1049 Proiect# JS-2020-001779 Est.Cost:$39901.00 Fee: $280.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sa.ft.): 5793.48 Owner., DIAL/SELF YOUTH&COMMUNITY SERVICES Zoning: URB(100)/ Applicant. NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 11 HATFIELD ST Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFIELDMA01038 ISSUED ON.411412020 0:00:00 TO PERFORM THE FOLLOWING WORK.-35 ROOF MOUNT SOLAR PANELS - 11.725KW 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: Fee_Type: Date Paid: Amount: Building 4/14/2020 0:00:00 $280.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Cotnrn z4z� tJeparbment u sE•c-.-"-!y- City . !yCity of Northarn'�an y L n�t: Building 08 "A t \ veMay Permit -- 212 Main St ' fr+ ' �rkwailabdityGRoom 100 °�;�� taailabdityNorthampton, MA rp' Structvai Plansphone 413-587.1240 Fax 4 3.' 7-1 s APPLICATION TO CONSTRUCT,ALTER, REPAI Q OVATE OR MMOLISH A ONE OR TWO FAMILY DWELLING 8 cnm 1 -SITE NFaRMATM 1.1 Property Address: This n LD be rn qp- d by 11 Hatfield St map Lat 63� tnt Northampton MA 01060 Zane OywbyDk&kt 8nn iL Dishiet Ce 01111111blid SECTION 2-PROPERTY OWWERSHWhWHORIZED AGENT Lt-Owner of Record: 11 Hatfield St DialSelf Northampton Northampton MA 01060 VAme(PnntJ Curren,Mann,Address' 413-774-7054 Yelephore S�nature No rtkf9kt r 136 Elm St. Hatfield, MA 01038 Vsrre(Pnno Curren,Madnr,Address' ---�z I-.L)1 413-247-6045 Signstufa 44= 7dnu��'e Item Eatimated Coat(Dollars}to be Offioiail Use Only co Bled by permit apocant 1. Building i;a'H Building Permit Mee 2. Electrical (hj Estim®ead Total Cast alt Coneillrup ian ftm 3. Plumbing Bulldl.ng Pamdt Fee 4. Mechanical(HVAC} 5. Fire Protecbcn 6. Total =;t *2+3 +4 * 5) $$39,901 Check Nurrl er C) Thin SeatMn For Official Use Only (210 Building Permit Number: � �qr� ��U Date" �/� A Issued: All Signature: Pto &Huddqq f:nn,:mi;::�rn�rlilns�gaprgrQuJ � SECTION 6-CONSTRUCTION SERVICES 8.1 Licansed Constructlan A,ypArvlsor: Not Applicable ❑ Phillip Baunsgard Nome M Licame Holder: C510 6113 ----- WarrA Number 41 Health Rd Colrain, Ma 340 6/7/21 re8 ` =xpiraficn 0aw 413-247-6045 Si,natlure Tflwwo 9. RmiW nod Not Applicable ❑ Northeast solar 169641 Comply Name Regisiratto- Number ------- - 136 Elm StA 1HatfPmkd, Ir 01038 7/13/2021 Address Expiration DateL Y ----- Telephone 413-247-6045 MM�:K 4- L SECTION 14-WORKNS' PENSATION MISURA14CE AFFIDAWT nAQL..c.15Z 8 Workers Compensation Insurance affidavit must be oomoisted and submitted with this application.Failure to provide this affidavit will result in the dental of the issuance of the building ermit. Signed Affidavit Attached Yes.......M No..... IL-Bome01W- Mwlc lig® The current exemption for"homeowners"was extended to include Own cr-occu pled Dsellines of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who docs not possess a license,provided that the owner acts as 9soen-iser.CMR 780, Sixth Edidon Section 1083.5.1. Definition of Hameawner: Person(s)who own a parcel of land on which be-sbc resides or intends to reside,on which there is,or is intended to tic,a one or two family dwelling,attached or detached structures accessory to such use and.or farm sauctuures. A person who constructs more than one home in a two-year period shall oat be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that hel she shall be responsible for all such work performed ander the baild[nQ nermh. As acting Cosstracdon Sspea[sgir your presence on the job sift 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. Tlx 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 Laas 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 MAAG11L c 111 , S 150A. Address of the work: ' The debris will be transported by: The debris will be received by: Building permit number: Name of Permit Applicant : Date nature of Per rd lica Section 4. ZONING ALL information Must Be Completed.Perntiit Can Se Denied Due Yo Incomplete information Existing Proposed Required by Zoning lh"m ilunin io be filled in by HuiAng Dgwmnenr: Lit Siu Fronr a Setbacks Front Sid& �� R:-- L-- R. Rear Building Height i Bldg. Square Footage % Open Space Footage % {t,ce me*-pinus Wk A pn,xd aukin i ?�of Pwkinit Spaces Fell: volume&f c«ab i A. Has a Special Poet n it/Var idr!Lei Finding ever becn issucri Iurr un U,c !iike IX NO DON'T KNOW YE5 IF YES, date issued: W YES: Was ttie peornit qcf rurr,Jr_d Lit 1.is Rvgisli-W ui Deurlst IN 0, ID40 N'T KNOW YES 0 IF YES: enter 5L;ok. Rage and for Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: L Du,arra signs exist rya the Ur-urenty! YES 0 ISMO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property t YES 0 NO 0 IF YES, describe size, type and location: E. 44111 the construction activity cliaturb( ng,grading,a cavehon.or filling)over 1 acre or i s it part of a oomrrcn plan That,mll dstift over t acm? YES ?5 NO IF YES,then a Northampton Storm Water Management Permt from the DPW is required_ K.3 11 ap,pl!Cable 1 Now House ❑ Addition n Replacenie-tedi-dows Alteratio,llsl Rcor,ng Or Doors --1 E Accessory Bldg. ❑ Demolltlon ❑ New Signe i !) Uecks 5 ding IUJ Other NJ Bnef Description of Proposed Install 35 solar panels on Roof Work: Alieretion of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes __No Plana Attached Rail -Sheet en.1 MkW Impim OW or adftm So wd rm Imusitflp.corm* t Hn fioftWno: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms_ e. Is there a garage attached? d. Proposed Square footage of new oonsiruction_ Dimensions e. Number of stones? f. Method of heating? Fireplaces or Wo4adstoves Number of each g. Energy Conservation Compliance_ Masscheck Energy Compliance form attached? h. Type of oonstruction �. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes Aro i. Depth of basement or oel lar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well_ C,ty water Supply SECTION?a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I DialSelf Northampton as Cr*ner of the sugect property hereby authorize Northeast Solar to act on my behalf,in all matters rwative to work authorized by This building permit application. % A3 2e2o si mure of Owner trete I, Gregory Garrison/Northeast Solar as Owner,'Authorized Agent hereby declare That the statements and information on the for ng application are true and accurate.to the beat of my knowledge and belief_ Signed under the pains and penalties of perjury. Gregory Garrison Print Mff* I SigniXure of OwneriAgent. Dore The Commonweah*of Massachusetts Depam�ment of Industrial Accidents Office of Investigations _ 1 Congress Street, Suite 100 _ Boston, MA 02114-2017 ' uww.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibl_y 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 Typ a(required): 1.0 I am a employer with 17 emplayees(fu11 and/ 5. ❑Retail of part-time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.0 I am a sole proprietor or partnership and have no 7. ❑Office and/or S ale s(incl. real estate, auto, etc.) employees working far m e in any capacity. [N o workers' comp.insurance required] g• []Non-profit 3.F-1 We are a c orp or ation and its offi c ers have ex er cise d 9. ❑Entertainmert their right of ex emptionper c. 152,§1(4), and we have 10.❑Manufacturing no employees. [No workers'comp. insurance required]* 4.0 Weare anon-profitorganixation staff e d by volunte ers, 11.❑Healthcare with no employees. [No workers' camp. insurance req.] 12.0 Other *Any applicant that checks box#1 nest also fill out the sectio nbelow showing their wodaers'compensation policy ir$ormation **If the corporate ofEcens have exempted t1mrwelves,but de corporationhis otheremployees,awodoers'conpensationpoheyis required and such an wganumtion should check box#1. I am an employer that isproviding workers'compensaa¢on insurance for my employees. Below is the policy information. Insurance CornpanyName:Gotham Insurance Company Insurer's Address: 11 Hatfield St HSE City/State/zip: Northampton MA 01060 Policy#or Self-ins.Lic. m #WC201900019843 ExpirationDate: 7/8/2020 Attach a copy of the workers'comp ensatio n p o licy declaration page(showing the p olicy number and exp iratio n d ate). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for i ince cow a ve ication. I do hereby certify, under A an n rjury that the etformation provided above is true and correct. Si ature: Date: 1/19/2018 Phone#:413-247-6045 D,,(licial use only. Do not write 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#: www.nrw s gov/dia Gcwttrntmun"- th Of Massachuse#ts Divigban of Protessional t acencurP eEoffrd of RuildkN Regulations and Standards C,onstrt#Gl1# 6 5t3pervisw CIS 406113 t :n .pry 4pires. 0610712021 PHK UP SAU.NSG - 41 HEATH ROAD COLRAiN MA 01340 i Cummissiorlet i HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:LLC before expiration uts. If found return to: Registration Expiration Office onsumsr rs and Business Regulation 16964 07/13/2021 1000 W in{ftoe S Suit®710 NORTHEAST SOLAR DESIGN ASSOC. Bosto 02118 GREGORY GARRISON 136 ELM ST HATFIELD,MA 01038 Undersecretary valid thou nature NORTSOL-01 JHOGAN ,4coRO CERTIFICATE OF LIABILITY INSURANCE E.:.2/27/'2020 TE(MYYY) 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 endomement(s). PRODUCER CONTACT NAME: _ Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 (AIC,No,Ext):(781)455-0700 (AIC,No):(781)449-8975 Needham,MA 02494 n 1 certlflcates@roblininsurance.com __ INSURE 8 AFFORDING COVERAGE NAI:M INSURERA:Gotham Insurance Company INSURED INSURERS:WSW 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 SuaR POSY NUMBER POLICY EFF POLICY EXP LIMITS LTRA X COMMERCIAL GENERAL LIABILITY INSD wvo MMIDD EACH OCCURRENCE $ 1'000'000 CLAIMS-MADE C OCCUR PK201900018166 7/8/2019 7/8/2020 pREAM SE TO eENTEDn $ 300,000 MED EXP(Any one persons $ 5'000 PERSONAL 8 ADV INJURY $ - 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000'000 POLICY X Ppef LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 JEeacadeM - -- -- $ _- - - __ ANY AUTO 5909629 7/8/2019 7/8/2020 BODILY INJURY Per OWNED SCHEDULEDs � $ .t. AUTOS ONLY X AUTOS I BODILY INJURY(Per accident) $ X HIRES X NON JV6 ED PROPERTY MAGE AUTOS ONLY AUTOS ONLY (PeraccideM $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE _ $ 1'000'000 EXCESS LJAB- CLAIMS-MADE UM201900008269 7/8/2019 7/8/2020 AGGREGATE $ 1'000'000 DED X ' RET��ENTION$ 10,000 C WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITYTAT ER_._ YIN WC201900019843 718/2019 7/8/2020 1,000,000 ANY%FILER/MEMAgER EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE S 1'000'000 If yes,describe under I1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-PC LIMIT DESCRIPTION OF OPERATIONS 1 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 Cit 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 lr 1 ' Main electric �, j� panel on 5' ply , �, .• ,f" + • �� fn «.• interior wall ' Opt AV a� is .•.� �. ,,, '+:� t 1 ti. t !moi Utility meter and utility accessible solar ACOWv ` disconnect on exterior wall 4 r y : Roof mounted solar array with c • '' =' - r•rr .r � _�lr.` 35x LG modules and 35x Enphase IQ7-60-2-US microinverters 44 - ��y'`• a -� ^ e . �_, '• - '' � � y •.an✓ � gut .I y4. 7 Franklin County Dial-Self 11 Hatfield St HSE Northampton, Ma 01060 Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: March 27, 2020 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: DialSelf Northampton, i l Hatfield St,Northampton, MA: Structural assessment of new residential housing to support proposed solar arrays. I have reviewed the architectural plans prepared by Jones Whitsett Architects, Greenfield, MA, dated 12/21/17, and the roof truss plans, dated 1/22/19, for the Teen Housing residential project for the proposed PV solar panel installations. The roof of the new, 29'x 64'-9"building is framed with roof trusses: 2x6 scissor trusses over a 31'-0" I-story section and 2x6 Fink design trusses over a 33'-9"2-story section. The roof trusses are designed and manufactured by UFP Belchertown, LLC, installed at 24"on-center, spanning 28'-11"with a 10/12 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 Voir wind load. The roofing is composite asphalt shingles. 14 PV solar panels are to be installed on the southeast facing roof of the 1-story section and 21 solar panels on the southeast facing roof on the southeast facing 2-story section. I have reviewed the mounting details for the proposed array. Based on a PV solar panel unit weight of 40f 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 arrays 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 DF MASSq DAVID J VREELAND �/ o CIVIL David Vreeland, PE " No. 46317 Vreeland Design Associates o�°��psoIST A ���� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 LG NeON'2 Black LG335N1K-V5 General Data Electrical Properties(STC*) Cell properties(MateriaVType) Monoaystallinre/N-type Mode[ LG33SN1 K-VS Cell Maker LG MaximunPower(Pmax) [W] 335 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) M 34.5 Number of Busbars 12EA MPP Current(Impp) [A] 9.72 Module Dimensions(L x W x H) 1,686mm x 1,016mm x 40 mm open Circuit Voltage(Voc 5%) M 41.1 Weight 17.1 kg Short Circuit Current(Isc 5%) [A] 10.31 Glass(Matenaq Tempered Glass with AR Coating __ Module Effxiency [%] 19.6 Backsheet(Color) Black _ Power Tolerance [%] 0-+3 Frame(Material) Anodized Aluminium `STC(Standard Test Condition):Irradiance 1000 W/m',Cell temperature 25'C,AM 1.5,Measure Tolerance 23% Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes Cables(Length) 1,000mmx2EA Operating Conditions Connector(Type/Maker) MC4/MC Operating Temperature [°c] -40-+90 Maximum System Voltage M 1,000(UL),1000(IEc) Certifications and Warranty Maximum Series Fuse Rating [A] 20 IEC 61215-1/-1-1/2:2016,IEC 61730-1/2:2016, Mechanica[TestLoad(Front) [Pa/psf] 5,400/113 UL 1703 Mechanical Test Load(Rear) [Pa/psf] 4,000/84 CertA ations ISO 9001,ISO 14001,ISO 50001 `Manufacturer Declaration according to IEC 61215:2005 - Mechanical Test Loads 5,400 Pa/4,000 Pa based on IEC 61215-2:2016 OHSAS 18001 (Test Load-Design Load x Safety Factor(1.5)) Salt Most Corrosion Test IEC 62701:2012 Severity 6 Ammonia Corrosion Test IEC 62716:2013 Packaging Configuration Fire Rating Class C(UL 790) Number of Modules per Pallet [EA] 25 Solar Module Product WarroTty 25 Years Number of Modules per 40ft HQ Container [EA] 650 Solar Module Output Warranty Linear Warranty' Packaging Box Dimensions(L x W x H) [mm] 1,750 x 1,120 x 1,221 "Improved 1 st year 98%,from 2-24th year 033Wyear down,afar 25th year:90.08% Packaging Box Gross Weight [kg] 464 Temperature Characteristics Dimensions(mm/inch) NMOP ['Ci 42 t 3 Pnex [%/`c] -0.36 Voc NMI -0.27 nore.orw.o Isc [%/°C] 0.03 •x•' [unt:�Wirdi I *NMOT(Nominal Module Operating Temperature):Innidiance 800 W/m2,Ambient temperature 20aiwii« roie.a Wind speed 1 m/s,Spectrum AM 1.5 Ira xoI» rra»I Electrical Properties NMOT xwrcl �,�» l-I LI Mode[ LG335N1K-V5 Ix•"'9 , 141 a- MsdnanPoeer(Pmur) (VI/J 250 MPP Voltage(Vmpp) M 323 MPP Current(Impp) (A] 7.75 - Open Circuit Vahage(Vac) M 38.6 - Short Circuit Current(Isc) [A] 8.29 1000.0/39.4 cm 1. e i IN Curves mj aj a� 12.0 - I OOOW 9 10.0 avow Q 8.0 600W 6.0 u 400W 4.0 m 2,0 200w o.o8 o.0 10 0 20.0 30.0 40 o Voltage(V) LG Electronics Inc. Product specifications are subject to change without notice. ❑M :J�,y'�� ® LG Solar BusinessDivision LG335N1K-V5.pdf 2 200000Millbrook Drive Lincolnshire,IL 60069 life's Good wwwlg-solaccom 0 2019 LG Electronics.All rights reserved. r J ' 9TM i t , _ 248 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 651 Street proprietary preservative-treated or fire-retardant treated Vancouver,WA 98682 lumber SUNMODO EZ ROOF MOUNT L-FOOT KITS 3.0 PRODUCT USE FOR SHINGLE ROOFS 3.1 General: EZ Roof Mount Kits — K10068-XXX are mounting assemblies used to attach solar panels and other CSI Section: types of approved equipment on roofs with asphalt shingle 06 25 23 Wood,Plastic,and Composite Fastenings roof coverings. 07 71 00-Roof Specialties EZ Roof Mounts are specifically designed to be used for 1.0 RECOGNITION installation of solar collectors for thermal energy or photovoltaic energy production in accordance with IBC SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs Section 1511 and IRC Sections M2301 on roofs. recognized in this report has been evaluated for use as mounting assemblies to attach solar panels and other types 3.2 Design:Tabulated allowable loads shown in Table 1 of of approved equipment on roofs with asphalt shingle roof this report are based on allowable stress design(ASD)and coverings. The structural performance and weather include the load duration factor, CD, corresponding with protection properties of the SunModo EZ Roof Mount L- the applicable loads in accordance with the ANSI/AWC Foot Kits for Shingle Roofs have been evaluated and comply National Design Specification(NDS). with the intent of the provisions of the following codes and regulations: Where the roof mounts are exposed to sustained temperatures exceeding 100°F (37.8°C), uplift allowable • 2015,2012,2009 and 2006 International Building loads shall be adjusted by the temperature factor, Ct, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature • 2015, 2012, 2009 and 2006 International factor, Ct, which applies to the roof mount connected to Residential Code®(IRC) supporting wood members where sustained temperatures up to 150°F(65.6°C).When products are attached to wood 2.0 LIMITATIONS framing having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet Use of the EZ Roof Mount Kits-K10068-XXX recognized service is expected,the allowable loads shall be adjusted in this report is subject to the following limitations: by the wet service factor, CM, specified in Section 10.3.3 of the NDS. Connected wood members shall be analyzed 2.1 EZ Roof Mount Kits-K10068-XXX shall be installed for load-carrying capacity at the connection in accordance in accordance with this report, the manufacturer's with the NDS. published installation instructions and the codes listed in Section 1.0 of this report.Where conflicts occur,the more 3.3 Installation: EZ Roof Mount Kit—K10068-001 shall restrictive shall govern. be installed using the 5/16-inch (7.94 mm) diameter stainless steel lag screws at each bracket location as 2.2 Calculations to verify the imposed loads on the EZ described in the manufacturer's published installation Roof Mount assemblies do not exceed the allowable loads instructions.Lag screws shall penetrate into the roof rafter contained in Table 1 of this report and shall be submitted a minimum of 2Y2-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 R3193), 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,durabdi y 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:1-8774JESRPT-Fax:909.472.4171 web:www.uniform-es.org-4755 East Philadelphia Street,Ontario,California 91761-2816—USA Page 1 of 6 ]50 fC 17065 v.woa cnunc.uweoe, N 15 VTM . - 248 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 XHD00213 complying with Section 4.2 typical roof sheathing. of this report.The wood screws shall penetrate and extend beyond the wood sheathing by %i 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 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. TM Figures 2 to 6 of this report illustrate the components. or IAPMO ER-248 4.1.2 EZ Roof Mount Kit-K10068-020:consists of five basic components: (1) shoe assembly with captive 6.0 SUBSTANTIATING DATA waterproof washer,(2)OMG Screws 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 %z-inch (12.7 mm) thick plywood roof sheathing complying with DOC PSI shall be OMG Screws XHDO02B 0.202-inch (5.13 mm) diameter wood screws Page 2 of 6 VE$ 48 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by lAPMO 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 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.om or email us at info�ia uniform-es.ore Page 3 of 6 71, ES EVALUATION REPORT Number248 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 ' z deflection Design Load deflection Uplift(Withdrawal)' 1,800 695 1 715 Lateral 240 1 130 260 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"' 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. Z- 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'/z inches into the roof rafter. a. Allowable load values are based on 4 fasteners penetrating through minimum 'h-inch thick wood sheathing. Page 4 of 6 SEsEVALUATION REPORT Number: 248 Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Figure 1, Loading Directions TABLE 2:MATERIAL PROPERITES Component I 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 Page 5 of 6 UE $ EVALUATION REPORT Number: TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS • ® i Figure 2:Shoe Assembly Figure 5: Hex Cap Figure 3: Lag Bolt Figure 6: Flashing Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6 ZIA& 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, 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 against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability s' requires fewer roof attachments, reducing the number of roof P 71 penetrations and the amount of installation time. 1 Force-Stabilizing Curve Sloped roofs generate both vertical and lateral 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 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 r 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 ■■■ roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 XR100 XR1000 XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR 1000 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. . . . Rail Span 90 120 w None : .. 140 XR10 160 90 120 20 140 160 �f st 90 30 , , a, 160 90 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.