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36-388 (4) 1 176 EMERSON WAY BP-2020-0974 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:36-388 J 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 TERMIT Permit# BP-2020-0974. Proiect# JS-2020-001651 Est. Cost: $35987.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 10611.3 Lot Size(sq. ft.): 11586.96 Owner: GREENMAN JAMES . Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 176 EMERSON WAY Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFIELDMA01038 ISSUED ON:3/3/2020 0:00:00 TO PERFORM THE FOLLOWING WORK.28 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# J 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: FeeType: Date Paid: Amount: Building 3/3/2020 0:00:00. $75.00 212 Main.Street,Phone(413)587-1240,Fax:(4 1'))587-1272 Louis Hasbrouck—Building Commissioner r , �' �0� G2r✓t�� Department use offd,yr City oflorth�LP �Perm.Building Depa , ® ECnb`nveway'P�jmIt 212 Main Street y�o erdSQpti'a.wvsilslail y Room 100 0� �,, �+Well Availai,ft ' Northampton, h%0 10 tr:.af Structurag Plans phone 413.587.1240 Fax 413• 72 i [dans �0 02 C?tt'aw s ® j APPUCATION TO CONSTRUCT,ALTER, REPAIR\\, OV DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION I-SIT E]NIFORRIAXION, _ .� 176 Emerson Way Map Lot Unit , f , Northampton MA 04.&M 'one !Ovayl)[stdct Elm,St DhAr t i CB DISWCE SECTION'2-PROPER'1 Y OWNERSHIfFaIAUTHORIZED AIGfEti 2.1 Owner of Record: 176 Emerson Way James Greenman Northampton MA 01060 ';t►rr + nntj Curr+arr,rtailnr,Addroas; 908-930-9857 L ✓lr: ✓`''� gt�g�tt74r'E� i trust 2.2 Author) At Nml%,j t ar 136 Elm St, Hatfield. MA 01038 Narre{friss;) GUrrom mailn.r,Addr�ce: 413-247-6045 S�ir.�lu(e �- 7�9ayElsir�s f Item Estimated Cost(fcrlars)to be i [f'inia'l user'Ohly, co Neied by permit a icant I 1. Building �ajl Building iftTimit.Feb i 2. E=lectrical Estinnated Tbta!l 0I7st at Canstruc�art:fraan �t . -1. Plumbing BulIdEng t emit flee 4. I -chanical(HVAC) � �� e-13 6. Fine Protectiah'i -75 6. Total=V +2+3 *4 + 51 $35,987 Gimi r k Number This Sectlaan Fair Ofdfal.Use din Building:.Psrrmitl lurtulh ;�0= -J a 9 7 fDste Issued:' 1tl�ir�ii�r�i�omm�.�,�'nn�n'arr�nr�.+�ra�fE�u��s •�. ��t� Section 4, ZONING Ad Infra ation Mast Kr.CMPI ted, Permit ion Sc()ontcd f]w 10 Inromplety Infrematian Existing Proposed Required by Zoning Ihii o'Ali1111I to E'4 hlikxl IIF I.-Y NuEding r1_panmor. Gat Size Frontage Setbacks Frobt L:_ _R: L: R...__ Rear Building Height Bldg.Square Footage t Op.-n SpaceFcosgc ---- _..,... % - - - -- (U.81 lavJ :vrkin '1 of Parkin Spaces Fill: WalucR&'Lncaetr=j' ______...r _____...n. ._- ---------- Al ._-.__._.Al Has a ever been issued)for,tOrp ditto silte? NO 0 UON7 KNOW YES r IF YES, date issaled:i " IF YES: Was t le perm,it rotorded at Vw ftisdry of Deeds? V NO DORT KNOW YES " IF YES: enter Book Pape and for Document#1 b, Does the site contain a brook, body of wase or wetlands? NO DONT KNOW 0 M C, 1F YES, has a permit been or need to be obtained frorn the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: t .. Dia any signs exist on the ptr,apesty? YES 0NO, 1F YES,, describe size., type and Location: D, Are there any proposed charges to or additions od signs intended for the property P YES NO (X IF YES, describe size, type and location: E. 10jill the wristrucrian ac6viry disturb(a arms.grading,exczwaficn.or filling)over 1 acre or is ii pail of a ca rlmr-dn plan ihat,4,uill d'ist>wf'b awe,r,t acre? 'SEES Vy IF YES,then a Northampton Sbxrri aer rdanayernent permit from the DPW is required_ 8.1 ❑pent td Conetructlan Supervillo 1hiot Applicable.❑ -Phillip Baunsgard CS10a113 Name of Licaraae H�lc°ur Uuense Nuirber 41 Heath Rd C;ol zadn, iiia 01.34101 6/7/21 ='xpirelilvi Dale i/CC1 413-247-6045 a ;1r.7 t'�Ic��hpnE 9.keeliter-e-d Horne Not Applicable ❑ f3artheast solar 169641 Company Name Registration Number 136 Elm 5 ' Hat ° d 'Ma 01038 7/13/2021 AddressI�J IFtxpiratian DaleTelephone 413-247-6045 SEC7'lfiN 1 -tdlfD:ltli Cf?11hPE111S1#T1C�N IrN4J1611tE Irl J=nrr�wrn . :l_.G. s�� s �:F Workers Compensation Insurance effiidevit must be corrorm-led and submitted%vith this appiicatico 1 Failure to pro,.ide this of idavit•vwill result in the denial of the issuance of the building errril. Signed Affibavit Attached Yes.......-1 No...... O 11. - Home Owner ExeW ioa 'nx current exemption for"honxowners'was extended to include(honer-occupled DwelLings of one(1) or Ewo(2)families and to allow such homeowner to engage an individual for We�xho docs not pmsess a llicense,provided that the owner acts as-suprnisor,CMR^80,. Sixth Edition_Section 108.3.5.1. D11nit[Qnof Homeowner:person(s)who own a,parcel of land on which hefshc resides or intends to reside,on which there is,or is intended to be, a one or two family dwelling,attached or detached structures ac�ccssory tosuch use and,,or farm Structures. A person who constructs More than one home in a two-year perlod shall not be considered a homeowner. Such"homeowner shall submit to the Building official,on a form acc:01able to the Building Official,that heAhe shall be r=Qnsible for all such work performed under the buildlne permit, As acting C onstrnetion SuReryisar your presence on the job site will be required from time to time,during and upon completion of the*-ork for which this pemnit is issued. Also be advised that wit])reference to Chapter 152 (Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not re}ulting,in D.-ath)of the Massachusetts General Laws Annl6tarcd,you mai he liable for p;sson(s) you hire to perform work for you under this permit. 71x undcrsigned"homeowner" certifies and assumes respensibility for compliance with the State Building Code,City of Northampton Ordinance--,,State and Local Zoning Lars-and State of Massacliuscus.Crneral;Laws Annotated. Homeowner Signature New House ❑ Addition ❑ Replacement Windows Alteration{s) ❑ Roofing Q Or Doors M Accessary Bldg. ❑ Demolition ❑ New Signs (0) Decks IE:� Siding JIB) Other(INi" J Brief Description of Proposed Install 28 solar panels on Roof Wc,•k: alteration or existing bedroom Yes No budding nese bedroom Yes No Attached Narrative Rtnaoating unfinished basement T Yes No Flans attached Rall -Sheet fia.If Nelrrir house and or addition to exisitinli niausingcomplete the fdooWin': a. Use-of building :One Family Two Parrily Other b. Nun•iter of rooms in each family unit: Number of Bathroom c. Is there a garage attached? d. Proposed Square footage of new canstruclion_ Dimensions e. Nurrr_r of stories? f. Method of heating? Fireplaces or 1 orAstoves Nu rmber of each g. Energy Conservation Compliance. _Tdessaheck Energy Compliano_form attached? h. Type of c onstrudtlon i. Is construction within 100 ft. ofwmetlands? _Yes No. Is mristructico Wihin 100 yr. flDodpiain Yes too i. Depth of basement c,•cellar floorl`_-la+v finished grade k. Will building ccnforrn to the Building and Zoning regulations? Yes No. I. Se lic Tank City Sever Private vo-ell City water Supply SECTION, HORtZAMON-`g O,BECOMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT James Greenman as Cmner of the v.rtject property hereby authyize Northeast Solar to act on ryfy shalf,in all mat relative to ti Dek authorized by this building perrrii application. siy�cr• �r fJa'rier twin I, Gregory Garrison/Northeast Solar ,as D.FmerlAuthorized Agent hereby declare that the statermeri1s and information on the foregoing applicaficei are true and accurate,to the best of my knowledge and t-elief_ Signed under the pains and penalties of perjury. Gregory Garrison PririL hamu_ n' A ski�:ure or 0,%ner.� i 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: ��- l�9 �PII a The debris will be transported by: ,1Je-5 The debris will be received by: Building permit number: Name of Permit Applicant : Q Date ria'z of er it pplicant the Commomveakh of Massachusetts Depar ment o,f Industrial Accidents Office of Investigations 1 Congress Sfreet, Suate 100 Boston,MA 02114-20.17 U91 www.mass gov/d`ia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L e0bly Business/Organization Name:Northeast Solar Address:136 Elm St. City/StatelZip:Hatfield,Ma 01038 Phone#.413-247-6046 Are youan employer?Checkthe appropriate box: Business Type(required): 1. Z] I am a employer with 17 employees(full andf 5• [],Retail of part-time).* 6. ❑Restaurant/BarlEatingEstablishment 2.0 I am a sole proprietor or partnership and have no ❑Office andforSales(incl.real estate, auto, etc.) employees working far me in any capacity. 7. [No workers' comp.insurance required] 8. ❑Non-profit 3.❑ Weareacorporationand its officershave exercised 9. ❑Entertairxnent their right of ex emptionper c. 152,§1(4), and we have 10.[]Manufacturing no employees.[No workers'camp.insurance required]* 4.[] We are anon-profitorganiaatior4 staffe d by volunte ers, 11.❑Healthcare withno employees.[No workers' comp.insurance req.] 12.❑Other *Any applicant that checks box A must also fill out the sectienbe1vw showirg flidrwonkers'campensatkmpolicyiriformatim **If the corporateat3icea have exempted themmelves,but the cospwatienhas otherennqployees,awonkers'conipernsationpolicyis sequined and swhan organizatim sha iH check box M. I am are employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance companyName:Gotham Insurance Company I nsur er's A ddr e ss: 176 Emerson Way Lot 44 CityYState/Zip: Northampton MA 01060 P olio #or S elf-ins.Lic.T #WC201900019843 7/8/2020 y Expiration Date: Attach a copy of the workers'comp enmtionpolicydeclarationpage(showing thepolicy numberandexpirationdate). Failure to secure coverage asrequiredunderSection25A of MGL c. 152 canleadto the imppsitionof criminal penalties of a fine up to$1,500.00 andfor one imprisonment,as well as civil peneltiesinthe form of all STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statem ent m ay b e forwarded to the Office of Investigations of the DIA for i ante coverage verification. I do hereby certify,under go i an ni rjury tiEcat the information provided above is true and correct. Signature: Date: 2/2112020 Phone 9:413-247-6046 Official use only. Db notwrite ra area,to be completed by cify or town official City or Town: PermitlLicense# Iss"ua Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTown Clerk d.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.rM s govldia N6RTSOL-01 JHOGAN CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 6//27/227/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 (A/C,No,Ext):(781)455-0700 (A/C,No):(781)449-8976 Needham,MA 02494 I ADMDREs$:certificates@roblininsurance.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Gotham Insurance Company INSURED 0-c-ty 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 LT INSD WVD MM/DD/YYYY M /DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 110001000 CLAIMS-MADE a OCCUR I PK201900018166 ' 7/8/2019 I 7/8/2020 DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 5,000 i PERSONAL&ADV INJURY $ 1,000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 FPOLICY FX %COT El LOC PRODUCTS-COMP/OP AGG $ 2,000,000 11 OTHER: Is B AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT 1,000,000 Ea accident) $ ANY AUTO 7/8/2019 I 7/8/2020 BODILY INJURY Perperson) $ AAUTEOS ONLY X AUTOSSWULNED I BODILY INJURY Per accident $ X AUTOS ONLY X AUOTOS Ot DY PPer accRdT n DAMAGE $ $ AX UMBRELLA LIAB X OCCUR ! EACH OCCURRENCE $ 1'000'000 EXCESS LIAB CLAIMS-MADE UM201900008269 7/8/2019 7/8/2020 AGGREGATE $ 1,000'000 DED I X I RETENTION$ 10,000 I is C WORKERS COMPENSATION I X AND EMPLOYERS'LIABILITY STATUTE I DER _. ANY PROPRIETOR/PARTNER/EXECUTIVE Y�1 I WC201900019843 7/8/2019 7/8/2020 E.L.EACH ACCIDENT S 1'000'000 OFFICER/MEMBER EXCLUDED? N/A 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ I I 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 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 Vreeland Design Associates An integrative approach to design engineering and site planning Date: February 26, 2020 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: James Greenman, 176 Emerson Way,Northampton,MA: Structs ral assessment of existing house roof to support proposed solar array. I have reviewed the architectural plans, prepared by Rosemund Construction and the roof framing plan prepared by RK Miles for the proposed PV solar panel installation. The newly constructed 52'x 49'-8", contemporary cape style house was completed in 2019.The rafters are 2x10 installed at 16"on-center,with a maximum span of 14',with a roof pitch of 6/12J The rafters are secured to the 2x12 at 16"on-center second floor framing and prevents the roof from spreading.28 PV solar panels are to be installed on the front south facing roof. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed array. Based on my calculations and a PV solar panel unit weight of 40t 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, ��k OFMASSgc = DAVID A. y VREELAND C) CIVIL No. 46317 David Vreeland, PE Vreeland Design Associates �S/ONAL� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 Main electric panel in basement Y ; -ands` �T ,til me r{ utility t � accessrbl sofar�AU t z a T' isconriect onr e for ialf . �. L WAY>.;- w..x'` jr r , T.t ry _ Roof.mounted solar,-array with 28x LG'modules and 28x Enphase IQ71?I`us=72 2 US a rnicronverters' James Greenman 176 Emerson Way Lot 44 Northampton, Ma 01060 n LG Ne--'_, ON'R Prime LG350Q1 K-V5 LG355Q1 K-V5 1 LG360Q1 K-V5 350W 1355W 1 360W LG Solar's NeON®'R is a powerful solar module that provides premium performance.The NeON®R incorporates a cell structure without electrodes on the front to maximize light utilization and enhance reliability.Providing added value for the customer beyond efficiency,this module features an enhanced warranty,outstanding durability,solid performance in real-world conditions and aesthetic design suitable for roofs. pVE 410 DS C E Amo Ee 1`d11 Intertek t r r a Features + Roof Aesthetics Enhanced Product Warranty 25vrs LG NeON®R has been designed with LG has extended the warranty of the aesthetics in mind:the lack of any NeON®R to 25 years including labor, electrodes on the front creates an which is top level in the industry. improved,modern aesthetic. Enhanced Performance Warranty More Generation Per Square Meter ' LG NeON®R has an enhanced The LG NeON®R has been designed to zs„ performance warranty.After 25 years, significantly enhance its output,making it LG NeON®R is guaranteed at least efficient even in limited space. 90.8%of initial performance. When you o solar, ask for the brand you can trusty", LG Solar Y 9 About LG Electronics LG Electronics is a global leader in electronic products in the clean energy markets by offering solar PV panels and energy storage systems.The company first embarked on a solar �� ®�� energy source research program in 1985,supported by LG Group's vast experience in the semi-conductor,LCD,chemistry and materials industries.In 2010,LG Solar successfully released its first MonoXis series to the market,which is now available in 32 countries.The NeON°(previous MonoXe NeON),NeONO2,NeONO2 BiFacial won the'Intersolar AWARD"in 2013,2015 and 2016,which demonstrates LG's leadership and innovation in the solar industry. I LG NeOWRPrime W350Ql K-V5 I LG355Q1 K-V5 1 LG360Ql K-V5 Preliminary General Data Electrical Properties STC* Cell Properties(Material/Type) Monocrystalllne/N-type Model LG35OQ1KV5. L_G355Q1KV5 LG360Ql K-V5 •Cell Maker LG Maximum Power(Pmax) [W]. 350 355 360 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp)• [V] 36.2 36.4 36.7 Module Dimensions(L x W x H) 1,700mm x 1,016mm x 40mm MCurrent Im _ PP ( PP) [P] 9.68 9.76 9.82 Weight 18.0 kg Open Circuit Voltage(Voc) [V] 42.9 43.1 433 •Glass{Thickness/Material) 2.8mm/Tempered Glass with AR Coating Short Circuit Current(Isc) [A] 1 1039 10.44 10.50 Backsheet(Calor) _ Black Module.Efficiency [�] 203 20.6 20.8 Frame(Material) Anodized Aluminium Power Tolerance [%] 0-+3 Junction Box(Protection Degree) IP 68 with 3 Bypass Diodes *STC(Standard Test Condition):Irradiepce 1000 W/m°,cell temperature 25°C,AM 1.5 Cables(Length) 1,000mm x2EA Measure Tolerance:i3% Connector(Type/Maker) MC 4/MC Operating Conditions Certifications and Warranty Operating Tema {°C] -40-+90 IEC 61215-1/-1-112:2016,IEC 61730-1/-2:2016 Maximum Sys [V] 1,000 ` UL 1703 Maximum Ser4 [A] 20 Certifications 'MechanicalTeP . ISO 9001,ISO 14001,ISO 50001 (Front) [a/psf] 5,400/113 GHSAS18001 Mechanical TeLoad(ReaI. '.[Pa/psf] 4,000/84 Salt Mist Corrosion Test IEC 61701:2012 Severity 6 `Test Load-Design x Safety Factor(1 i5) Ammonia Corrosion Test IEC 62716:2013 ModuleFirePerformance Type 2 Fire Rating, Class C(ILL 790) Packaging Configuration Product Warranty 25 Years Number of Modules per Pallet [EA] 2S Output Warranty of Pmax Llnear Warranty• Number of Modules per 40ft HQ Ca�[rtainer '[EA] 650 Improved:I st year 98%,from 2-24th year.0.3%/year down,after 25th year:90.8% Packaging.Box Dimensions(L x W x H) [mm] 1,750 x 1,120 x 1,221 Packaging..Boz Gross Weight [kg] 473 Temperature Characteristics NMOT* - [;°C] 44±3 -0.30[%NC]. Dimensions(mm/inch) Pmax Vgc [%/°C] -0.24 Isc [%/°C] 0.037 1016.0/40.0 ' NMOT(Nominal Module Operating Temperature)Irradiance 800 W/m2,Ambient temperature 20 Wind speed 1 m/s,Spectrum AM 1.5 978.0/36.4 _ Oraln Holes � x'175.0/6.6 40.0/1.57 Oroundln9 Holes Electrical Properties(NMOT) nlwne ire Hoiee r-r ,r Model LG350g1K V5 LG355g1K-V5 'LG36001K-VS Maximum Power(Pmax). [W] 264 267 271 MPP Voltage(Vmpp) [V] 36.1 36.3 36.6 MPP Current(Impp) [A] 73 736 7.41 �a ip Open Circuit Voltage(Voc) [V] 40.4 40.6 40.8 mm Short Circuit Current(Isc)� _ [A] 837 6.41 8.46 �o mu y y goyl_ A ma -'U- N 0° o o{ o LF b I-V Curves ma of _I $ -e 12 1000W 10 BOOW 8 m m 60OW - o 6 0 g 40OW d 4 2004V 2 0 0.0 10.0 20.0 30.0 40.0 Voltage(V) LG Electronics Inc. Product specifications are subject t change without notice. ® S lar�� 2000 ilbroosiness Division LG350-36041K-V5.pdf 2000 Millbrook Drive Lincolnshire,IL 60069 Life's Good wwwAg-solarcom 9 2019 LG Electronics.All rights re erved. �i� ° UES m ; 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 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 General: EZ Roof Mount Kits — K10068-XXX are mounting assemblies use&to attach solar panels and other CSI Section: types of approved equipment on roofs with asphalt shingle 06 25 23 Wood,Plastic,and Composite Fastenings roof coverings. 07 71 00-Roof Specialties EZ Roof Mounts are specifically designed to be used for 1.0 RECOGNITION installation of solar collectors for thermal energy or photovoltaic energy production in accordance with IBC SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs Section 1511 and IRC Sections M2301 on roofs. recognized in this report has been evaluated for use as mounting assemblies to attach solar panels and other types 3.2 Design:Tabulated allowable loads shown in Table 1 of of approved equipment on roofs with asphalt shingle roof this report are based on allowable stress design(ASD)and coverings. The structural performance and weather include the load duration 'Factor, CD, corresponding with protection properties of the SunModo EZ Roof Mount L- the applicable loads in accordance with the ANSI/AWC Foot Kits for Shingle Roofs have been evaluated and comply National Design Specification(NDS). with the intent of the provisions of the following codes and regulations: Where the roof mounts are exposed to sustained temperatures exceeding 100°F (37.8°C), uplift allowable • 2015,2012,2009 and 2006 International Building loads shall be adjusted by the temperature factor, Ct, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature • 2015, 2012, 2009 and 2006 International factor, Ct, which applies to the roof mount connected to Residential Code®(IRC) supporting wood members where sustained temperatures up to 150°F(65.6°C).When products are attached to wood 2.0 LIMITATIONS framing having a moisture(content greater than 19 percent (16 percent for engineered wood products), or where wet Use of the EZ Roof Mount Kits-K10068-XXX recognized service is expected, the allowable loads shall be adjusted in this report is subject to the following limitations: by the wet service factor, CM, specified in Section 10.3.3 of the NDS. Connected wood members shall be analyzed 2.1 EZ Roof Mount Kits-K10068-XXX shall be installed for load-carrying capacity at the connection in accordance in accordance with this report, the manufacturer's with the NDS. published installation instructions and the codes listed in Section 1.0 of this report. Where conflicts occur,the more 3.3 Installation:EZ Roof;Mount Kit—K10068-001 shall restrictive shall govern. be installed using the 5/16-inch (7.94 mm) diameter stainless steel lag screws at each bracket location as 2.2 Calculations to verify the imposed loads on the EZ described in the manufacturer's published installation Roof Mount assemblies do not exceed the allowable loads instructions.Lag screws shall penetrate into the roof rafter contained in Table 1 of this report and shall be submitted a minimum of 2%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 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 CE •,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 withY7 , 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 6 mmcP.dA tC4 tftW,-eptly MIS L :�F t Q ® L d rM 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 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 l A P U shingles to the wood roof rafter,(3)flashing that is placed M li 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 ES threads and (5) hex cap that is secured on to the shoe. Ta,l or Finu�es 2 to 6 of this report illustrate the components. IAPMO ER-248 4.1.2 EZ Roof Mount Kit-K10068-020:consists of five basic components: (1) shoe assembly with captive 6.0 SUBSTANTIATING DATA waterproof washer, (2)OMG Screws 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-KI 0068- 020 10068- 020 to minimum %2-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 'RIIP OT, U E S i �. 'M 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. .. 0--- Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service Richard Beck,PE,CBO,MCP Vice President,jUniform 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 iufoQ)uniform-es.org Page 3 of 6 qS ' ' -Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Table 1: Allowable Loads(Ibs) EZ Roof Mount Kit—K10068-001 Test Load Test Load at Load Direction at 0.250- Allowable (Figure 1) inch 0.125 inchdeflection Design Load',z deflection Uplift(Withdrawal)' 1,800 695 715 Lateral 240 130 1 260 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',z 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 1 264 157 102 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). ' 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 VES EVALUATION ® ' 2�8 TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Figure 1, Loading Directions l 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 B221I Hex Cap Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 Page 5 of 6 VES Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS r Figure 2:Shoe Assembly Figure 5: Hex Cap I Figure 3: Lag Bolt Figure 6: Flashing t . Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6 IRONRIDGE XR Rail Family Solar Is Not Ahvvays 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 requires fewer roof attac ments, ` " p reducing the number of roof g penetrations and the mmft of installation time. ANsrt � , S x s ` '+ b � Force-Stabilizing Curve ., / syv � Sloped roofs generate both vertical and lateral s s � A 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 3 T weather and a longer system lifetime. ''2 VIA 1 Ita u: y Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials �f P XR Rails are IronRidge offers All XR Rails are made of 6000-seriesMz '. compatible with "' a range of tilt leg aluminum alloy,then protected with an FlashFoot andoptions for flat anodized finish.Anodizing prevents surface other pitched roof y, roof mounting ' and structural corrosion,while also providing ; . f• , - E-_I ? attachments. R applications a more attractive appearance. ::.µms... �.,..��.._....N...r':.�.:.._:;.�5�" `';��^�r,"�� ,.�,_....,....... �.,.s��z,A `��,..w»,...�..�......._......._. ............_.�...,�...w"�.,�x,,, �.. �,- u .,.��.,...,• .,� �a,,a�"�a..«�;"..:::�x�Z..��,?,_.�".., .�„«,a.«...: IN UZI 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. 3 XR10 XR100 XR1000 XR 10 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 codesand 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. R iK '� X31 ?F l - e-• 4. 90 120 None XR1000m F 160 bar g ` �r 90 d r �- ' - - -� 4 r 120 fi � •2T" >�8" a��- au 20 1401 `5 � R a 160 a "f'. ,� t 3 30 � � r � � s 160 ; � 90 160 � � 3 3 MI 80 160 W,` � $0a a�a •�. re f a vNi ., .4 i 120 160 fable is,,meant to be a simpiified span chart for conveying General rail capabilities.Use approved c Aifiration letters for act€.gal design gul anc s.