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25-066 (2) 85 RIVERBANK RD BP-2019-0659 GIS#: COMMONWEALTH OF MASSACHUSETTS MU Blogk:25-066 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-2019-0659 Proiect# JS-2019-001069 Est. Cost:$23152.00 Fee: $75,,00 PERMISSION IS HEREBY GRANTED TO. Const.Class: Contractor. License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sy. Al 26397.36 Owner. FJCHARDS ROBERT' Zoning Applicant: NORTHEAgT SOLAR DESIGN ASSOCIATES LLC AT. 85 RIVERBANK RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 Liability HATFIELDMA01038 ISSUED ON.12/1NQ18 0:00:00 Y TO PERFORM THE FOLLOWING WORK.-ROOF MOUNTED SOLAR, 22 PANELS 7.92KW 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 tgril „ent 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 Occupanoy Signature: fg,gaRe: Date Paid: Am unt: Building 12/10/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587.1272 Louis Hasbrouck—Building Commissioner �►C14AtLbS y of Northampton x : =12lding Department 12 Main Street Room 100 DEampton, MA010607-1240 Fax 413-587-1272 >'` ,' ;ris,; .1. r APPLICATION TQ CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 'd P"/�� U 1.1 Praoerty Address_ This section to be comphisd by affk= 85 Riverbank Rd Map Lot unit Northampton MA 01060 zone Overlay Dietia Elm;fit.DWblct CB Dittoict SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: 85 Riverbank Rd Bob Richards Northampton MA 01060 vane(Pnnk► Curren h1aiInr,Address, 413-695-0769 Teleptgrs 2,2 Authorized Agent: No t r 136 Elm St Hatfield MA 01038 Varre i Section 4. ZONING ALI information rnpst eW CompleteC, Permit Can 9e Deni M, Due To Incomplete IntorrnatTan Existing Proposed Required by Zoning lhra;alum"to M 6111A in by duil,ding Deparriier. Lot Size Froma,ge, Scthacks From Shit: L__—__R---- L: R;__�_ Rear Building,Height Bldg. Squarwe Footage % (}pen Space Footage 'AI kin i A of Parkin S__piaces j'' Fill: �alurse k Lacacaa? A. Has a Special Permit/Variance/Finding ever been issued for/on the situ NO 0 DONT KNOWYES 0 IF YES, date issued: IF YES: Was the permit retarded at tate itegistry of Deeds? NO DONT KNOW 0 YES IF YES: enter Book page and/or Document 8, Coes the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained i) Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0N?O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0 IF YES, describe size, type and location: E. Nil the construction activity daturb(d ng,grading, oavation,or filling)over 1 acre or s m t part of a oom€ui plan that will o 1 acre? YESNO IF IBES,then a Northampton Socrm/Mater Management Pemit from the DPW is required_ SECTION s-DESCRIPTION OF PROPOSED WORK fchack all asoNtalhle) Now House ❑ Addition ❑ Replacement Windows Alteration{s} ❑ Roofing ❑ Or Doors 1-1 Accessory Bldg. ❑ Demolition ❑ New Signs (0) Decks IQ Siding (0) Other(M Brief Description of Pmpo<sed Install solar panels on Roof Work: ,alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _No Plans Attached Roil -Sheet ds.ff .��d at addlill1kin to il &il w hauiiiilm m: a. Use of building : one Family Two Family Other b. Number of moms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed square footage of new construction_ D+mensions e. Number of stones? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? n. Type of construction Is construction wdhin 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes NO 1. Depth of basement or oei lar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. 1. Setrtic Tank City Sewer Private wnell Oty water Supply SECTKM Ts-OWNER AUTHORIZATKM-TO BE COMPLETED WHEN/ OWNERS AGM OR CONTRACTOR APPLE FOR BUILDING PERMIT I Bob Richards as Owner of the subject property hereby author ast Solar to act on in m relative to vvcxk authorized by this building permit application. —ZZ i azure of er Date I, Gregory Garrison/Northeast Solar as OwneriiAuthonzed Agent hereby declare that the statements and information on the foregoing application are true and accufate,to the bmnat of my knowledge and belief. Signed under the pains and penalties of perjury. Gre o rris Print No"'* —4 VIA(�4& Si azure of Omn DaSe SECTION S-CONSTRUCTION SERVICES 1.1 U01010 GaDMIEUG11 PA AMPAIX112r: Not Applicable ❑ Fhi11Lp Bafsnsgaird 11aiRL_'Ni�ira►nas Halder.: C3106113 Lice rnm Number 41 heath Rd CoIrairt Ma 0134Ci 6/7/19 Ad t s Expiration Dwe - A ��Wm 413-247-6045 AmtUre 1 eiephone Not Applicable ❑ Northeast solar 169641 Comply Name Registration Number 136 Elrn Hat ld Ma 01439 7/13/2019 ,Address Expiration Data L V Telephone 413-247-6045 SECTION 10-- PENSATION INSURANCE AFFIDAVIT JM.G L c.152,§23C(6)) Workers Compensation Insurance affidavit must be completed and submtted with this application. Failure to prcmde this affidavit will result in the denial of the issuarice of the building emvt Signed Affidavit Attached Yes.......M No...... ❑ 11. -Home qtr Exemption, The current exemption for"homeowners"was extended to include Owner-occupied>i ymIllings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who dors not possess a license,provided that the owner acts as 9oaervisar.CMR 790, Sixth Edition Section 1011.3.1 L Person(s)who own a parcel of land on which h6she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and or farm structures. A person who constructs more than one home in a two-year period shaLL not be considered a homeowner. Such"homeowner"shall submit to the Building,Official,on a form acceptable to the Building Official,that bef she sball be responsible far i mch work performed ander the b1MJg&.gSrjA As acting,CoggU LZdglL,SlUgULUr your presence an the job site will be required from time to cline,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 Dcath)of the Massachusetts General Laws Annotated,You may be llablc for person(s) you hire to perform w+ark for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of hisssaahuscas General Laws Annotated. Homeowner Signature The Commonwealth o,f Massachusetts Department of Industrial Accidents Office of Investigations vi 1 Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L eabl_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 appropriate box: Business Type(required): 1. J❑ I am a employer with 17 employees(full and/ 5. ❑Retail orpartrtime).* 6. ❑Restaurant/Bar/EatingEstablishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or S ales(incl.real estate, auto, etc.) empl oye e s w orking for m e in any c ap acity. [No workers' comp.insurance required] �• ❑Non profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainm ent their right of ex emptionper c. 152,§1(4), and we have 10.❑Manufacturing no employees.[No workers'comp.insurance required]* 4.0 We are anon-profitorganixatioA staffed by volunteers, 11.❑Healthcare withno employees.[No workers' camp. insurance req.] 12.0 Other *Any applicant that checks baa#1 rrwt also fill out the secticmbelav sh3wirg their workers'corTeruaticm poheyirf'onnation "If the cmpmate oflicea leave exempted t1mmielves,but the corporatkm11as other employees,aworkers'conipensationpolicyis required and swhan oigani2a im sharld check baa#1. I am an employer that is providing workers'compensation insurancefor my employees. Below is the policy information. Insurance CampanyName: ACE American Insurance Co Insurer's Address: 85 Riverbank Rd Apt 1 city/State/zip: Northampton MA 01060 Policy#er Self-ins.Lic. # 1 K445604UB Ex pir ati on D ate 7/8/19 Attach a copy of the workers'comp ensationp olicy declaration page(showing the p olicy numb er and exp iration date). F ailure to secure coverage as required under Section 2 5 A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andlor one-ye arimprisonment, 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 statementmay be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cartifi,under ta pains and ofpednty d&at the information provided above is true and correct. Si afore: Date: 2- P hone Phone#:417247-6045 F e only. Do n of write in this area,to be completed by city or town qfflcial wn: Permit/License# thority(circle one): f Health 2.Building Department 3.City/Town Clerk d.Licensing Board 5.Selectmen's Office erson: Phone#: www.nosgoddia 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: S57 R-� W�LaAofy) , n 0wbm Y, 9A.� ��(Q The debris will be transported by: S CKW �6 go— X�er The debris will be received by: 6Ale .� Building permit number: Name of Permit Applicant : �- S-0taye Dae Sig ture of Permit Applicant y Main electric panel in basement Robert Richards 85 Riverband Rd Apt 1 Northampton, Ma 01060 Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: November 21, 2018 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Bob Richards, 85 Riverbank Rd,Northampton, MA: Structural assessment of existing house and porch roofs to support proposed solar array. I have investigated the roof framing of the 25'x 35', 2-story hipped roof house and a 6' deep porch along the south facing side of the house for the proposed PV solar panel installations. 16 PV solar panels are to be installed on the south facing roof of the house and 6 solar panels on the south facing near flat porch roof. The house was constructed around 1900. The house rafters are full dimension 2x6 installed at 18"on-center,with the span of the full-length rafter at 12'-0", with a roof pitch of 9/12. The hip rafters are full dimension 2x8 and appear straight and true. 2x6 ceiling joists are secured to the north and south walls and prevent the roof from spreading. The rafters of the flat porch roof could not be viewed directly, however,the appear to be installed 24" on-center and based on the depth of the roof are likely full dimension 2x4 and span 6'. The house roofing is composite asphalt shingles and the porch roof appears to be an EPDM membrane. I have reviewed the mounting details for the proposed array. Based on my calculations and a PV solar panel unit weight of 42f lbs, with the attachment points of the array placed at a maximum of 4'-6"on center on the house and 4' on-center on the porch and staggered to minimize the load to any one rafter, the existing south roof framing of the house and porch are adequate to support the proposed PV solar arrays and the snow and wind load requirements of the current MA State Building Code. Please contact me if you have any questions or need additional information. Sincerely, hitt OF Mq �c o� DAVID V"O'j 0 VREELAND CIVIL ti David Vreeland, PE No.46317 Vreeland Design Associates �SSlp(yAl�b 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 EVALUATION REPORT 7 ow Report Numbert 0248 Originally Issued: M012 Valid ThrouglC 0912013 Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION Section:060W—Connections and Fasteners 3.1 General Description REPORT HOLDER: EZ Roof Mount L-Foot Kit consJsts of 5 basic SunModo Corporation components:(1)shoe assembly with captive waterproof 1905 SE 6A1 St,Suite A washer,(2)lag bolt to fasten through the shingles to the Vancouver,WA 98661 roof Wafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4) L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. See SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2, Roofs 3.2 Materials 1.0 EVALUATION SCOPE: EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 inches in diameter and 1.00 • 2009 international Building CodeV inches in height. It Is held in place using one 5116 inch • 2009 International Residential Code.V diameter lag bolt that is 4 inch in length and made of • 2006 International Building Code® stainless steel. Flashing is fabricated from sheet • 2006 International Residential Code® aluminum with dimensions of 10.0 inches In width, 12.5 inches in length and 0.04 inches in thickness. 1.2 Evaluated in accordance with: L foot is a 2.00 inch long unequal leg angle made from • Evaluation Criteria for Joist Hangers and 663-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 0.24 inches in 2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole • Acceptance Criteria for Hoof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is Penetrations(ICC-ES AC286),Approved April 2010 located in the center of the base leg. One slot measuring 1.64 inch long by 0.40 inch wide occurs in 1.3 Properties Evaluated: the center and Is located 0.30 inches from the top edge of the vertical leg, which has a scallop front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design mount solar systems and other rooftop devices such as Tabulated allowable loads shown in Table 1 of this satellite dishes on asphalt shingle roofs with wood report are based on allowable stress design (ASD). rafters underneath. Adjustments to these values are required for wet EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated installation of solar panels for electric or hot water temperatures, use with fire retardant lumber or with production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55 vertical in 12 units horizontal. (Southern Pine)_ Allowable values based on fastener strength may be adjusted for duration of loading. See footnotes of Table 1 for more detailed explanation. Page 1 of 4 m 2659 by InMAaaar'fln A PiumWnQ ab Nachanlall 011kiail.AIA"Aaalve6.haihd M Na Untied SyLc No patl dors puhlintlan Aly M npteAuted creme M i r Ocftnp,nw*"W rpmor tra swON&in OV loam or by ttcdt■tetclt,eMawk medre6ll.pwfaDlpdr!<mw ,or athen b. W"the P(W rwleln pamb/bn d the 9"AmrPk7-V7.4MRPi-Fee9W472.4III.WW,1mkAgM=-SM!anFOAW*"bU-M•ddwlc.Caft "Mt-2616—U6A EVALUATION REPORT Report Number. 0248 '` Origlreally Issued: 091"12 Valid'Through: 08f2013 4.2 Installation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5/16 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC diameter stainless steel fag screw at each bracket 286-2008). Rain test conformed to Underwriters location as described In the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-86 Section instructions. Lag screw must penetrate into the roof 25. rafter a minimum of 2 %inches.Prior to installation,the roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISO/IEC 17025, of the lag screw as required in Section 11.1.3 of the NOS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and not driving by a hammer. A die-stamp label in the flashing bearing the name and address of the manufacturer, the model number, Use of auxiliary holes in the Shoe other than the use of iAPMO Uniform E=S Marks of Conformity, and this an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should be installed full under the shingle up to 1AU the raised portion of the flashing to prevent water (U� ES ingress under the shingle. No portion of the flashing should be bent upward; the flashing must rest fully ES against the roof shingles. Otherwise the water and wind ® )TM performance may be impaired. IAPMO#0248 5.0 CONDITIONS OF USE EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section 1.0 of this report subject to the following conditions: 5.1 EZ Roof Mount shall be installed in accordance with this report, manufacturer's installation instructions and the codes listed in Section 1.1. 5.2 Calculations to verify the imposed loads on the EZ Roof Mount assembly do not exceed the allowable bads contained In Table 1 of this report shall be submitted to the code official when requested. Calculations shall be prepared by a registered design professional when required by the statues of the jurisdiction where the work is constructed. i 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors OAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Run*on Clue Originally Issued: 0912012 Valid ThroL*ft 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(Ibs.)c {s Ultimate Load Test Load at Test Load at Calculated Lead figure re b Direction Test Value 0.250 inch 0.125 inch Fastener/Metal Allowable (see bbesign Load F.S.-3.0 deflection dellectlon Stren Uplift(Withdrawal) 715 I,800 645 340 340 Lateral 260 240 130 153 130 Notes I. Allowable load values are based on the least value from the ultimate load of three tests(strength Emit),tested load at 0.125 inch deflection(deflection linnit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 191/6 for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 1008 F. For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(C. and/or C,)in accordance with the National Design Specification for Wood Construction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2'fx inches into the roof rafter by one 5116 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Uplift LateraI Page 3 of 4 EVALUATION REPORT Report Humbori 0248 Originally Issuedc 09/2012 Valid Through/ 094013 TA13LE 2:MATERIAL PROPERTIES Component material Shoe ' Aluminum alloy ANSYAA A390.0 Waterproof Washer EPDM with durometer rating of 60 LM Bolt 304 stainless steel ASTM A 240 L-foot Aluminum alloy 6063-T6 ASTM 8221 Rex gag LAluminum al[a ANSI/AA A380.0 Flashing I Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS Figurel:Shoe Assembly Figure 4:Hex Cap Figure 2:Lag Bolt Figure 5:Flashing Figme 3:L-foot Page 4 of 4 EVALUATION REPORT 7 Roport atmnbere 0248 Orlolmlty laeued: 0912012 Valid Throuahm 0912013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)'A-Mj Load Direction Ultimate Load Teat Load at Test Load at Calculated Allowable (W figure below) Test Value 0.250 high 0.125 inch Fastener/Metal Design Load FS.=3.0 deflection deflection Strep th Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes 1. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100"F. For any other conditions,allowable table values shall be multiplied by the related adjustment factors)(C,,, and/or Q in accordance with the National Design SpetificaOM for Wood Construction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2'� inches into the roof rafter by one 5116 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Latera! - 8~ ^ � ____'-____-__ __-_____ __-_---_'-_ v ES ! i | NW Clamp End Clwnp � ` J&NIONPJDGE | 22 / i ` \ � Mid MrW End Ckamp | / ) ! | ! ' { ' ! ' � VAMES ! | | ! z. ' � ' | / u v / i \ � i | ' �--------'--------------------'--- - | (9 LG Innovation for Life's Good Better LG NeON R ,. 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Roof Aesthetics Outstanding Durability LG NeONW')R has been designed with aesthetics in mind: With its newly reinforced frame design,LG the lack of any electrodes on the front creates an NeON°R can endure a front load up to 6000 Pa, improved,modern aesthetic. and a rear toad up to 5400 Pa. Better Performance on a Sunny DayNear Zero LID (Light Induced LG Ne0N�"R now performs better on sunny Degradation) days,thanks to its improved temperature coefficient. The n-type cells used in LG NeONc,R have almost no boron.This leads to less LID(Light Induced Degradation)right after installation. 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LG NeON R 1MM=EM=MO=M==M= Mechanical Properties Electrical Properties(STC*) Cells _ 6 x 10 _ Module 365 360 _ 355 350 Cell Vendor LG Maximum Power(Pmax) _365 360 355 350 Cell Type _ - Monocrystalline/N-type _ MPP VR"%e(Vmpp) 36.7 -36 5 36.3 36.1- Cell Dimensions 161.7 x 161.7 mm/6 inches MPP Current(Impp) 9.95 9.87 9.79 9.70 Dimensions(L x W x H) 1700 x 1016 x 40 mm Open Circuit Voltage(Voc) 42 B 427 42.7 4_23 66.93 x 40.0 x 1.57 inch Short Circuit Current(Isc) 10.8 10.79 10.78 1&77-- Front Front Load _ 60001ba _ _ _ Module Efficiency 21 1 20.8 206 203 Rear Load54001'3 _ Operating Temperature -40-+90 Weight 18.5 kg . __ ____ -_-_ Maximum System Voltage 1000 Connector Type MC4 Maximum Series Fuse Rating 20 Junction Box IP68 with 3 Bypass Diodes - Power Tolerance(%) 0-+3 Length of Cables 1000 mm x 2 ea _ g- *STC(Standard Test Condrtion),Irradiance 1,000 WIT',Ambient Temperature 25°C,AM 1 5 Glass Tempered GIdsS With AR Coaurq The nameplate power output is measured and determined by LG Electronics at Its sole and absolute discretion Frame Anodized Aluminium Electrical Properties(NOCT*) Certifications and Warranty Module _ 365 _360 355 350 Certifications IEC 61215,IEC 61730-1/-2 Maximum Power(Pmax) 275 271 267 263 UL 1703 MPP Voltage(Vmpp) - 36.6 36.4 36.2 36.0 IEC 61701(Salt mist corrosion test)-.--- MPP Current(Impp) _ --- 7.51 7.45 7 39 732 IEC 62716(Ammonia corrosion test) - Open Circuit Voltage(Voc) - 40.2 40.2 40.2 _40.1 - ISO 9001 Short Circuit Current(Isc) 8.70 8.69 8.68 8.67 Module Fire Performance(USA) Type 1 NGCT(Nominal operating Call Temperature)Irradiance Boo W/m',ambient temperature 20 c,wind speed t m/s Fire Resistance Class(CANADA) Class C(ULC/ORD C1703) Product Warranty 25 years Output Warranty of Pmax Linear warranty** Dimensions(mm/in) Temperature Characteristicsa. I a NOCT 44±3°C PmpP -- --0.30_%/°C - -- Voc -0.24%/°C Isc -- 0.04%/°C Characteristic Curves 000w 010 v u' 600W SCC _. - -. _ 100 40OW 4tl Volrage(V) 000 510 °001 1500 2000 2511 3310 3503 4000 4;01 _ E zo Isc I ;A in _ 1 I . � Temperature(•C) 40 21 2 25 The distance between the center of the mounting/grounding holes. �� North America Solar Business Team 'roduct,,pn,`dations are(9 LG Electronics Usubject o h snge�.vrthouc nonce. S A.Inc DS-T1-72 W G-P-EN-60630 Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 1 ❑ ti Copyright O 2017 LG Electronics.All rights reserved. Innovation for a Better Ufe Contact:Ig.solar(7a Ige.com SII 01/01/2017 www.lgsolarusa.com f �.