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32A-166 (2) BP-2024-0021 14 BIXBY CT COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32A-166-014 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-0021 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 21945 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2025 Use Group: Owner: HARPER ELKINS NIRA Lot Size (sq.ft.) Zoning: URC Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 202300019843 HATFIELD, MA 01038 ISSUED ON: 01/05/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 17 PANEL 6.885 KW ROOF MOUNTED SOLAR SYSTEM (NO STRUCTURAL OR BATTERY) 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: I >2 . ''I • Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner The Commonwealth of Massach setts .<'it ,ir Board of Building Regulations and tanda S e024 F R 1..i. I Massachusetts State BuildingCode, C,114 Fee„ UNI IPALITY ,, yq. C�,N SE Building Permit Application To Construct,Repair, Renovate t' @att/ Revi ed Afar 2011 One-or Two-Family Dwelling Al olo oN This Section For Official Use Only Building Pe nit Number I }-'� •-1 P e nit Kpss /�/` 1 zeol Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 14 Bixby Ct 1.la Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: — Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: • Nira Elkins Northampton MA 01060 Name(Print) City,State,ZIP 14 Bixby Ct 413-320-3158 Niraharper@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other gl Specify: Solar Brief Description of Proposed Work': Install 17 solar panels on Roof SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building S 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ' ❑ Standard City/Town Application Fee ❑Total Project Cost (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: -7c Check No.a Check Amount: Cash Amount: ___ 6. Total Project Cost: $ $21,945 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-1 0 6113 6/7/25 Phillip Baunsgard License Number Expiration Date Name of CSL Holder 41 Heath Rd List CSL Type(see below) U Type Description No.and Street Colrain, Ma 01340 LI Unrestricted(Buildings up to 35,000 cu. ft.) Cityt n,State,ZIP Restricted I&2 Family Dwelling M Masonry 0, RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@northeast—solar.coii► I Insulation , Telephone I Dahl address I) Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 7/13/25 Northeast Solar inc Registration Number Expiration Date HIC 136 Company Name or HIC Registrant Name St. Permitting@northeast-solar.com No.and Street Email address Hatfield, Ma. 01038 413-247-6045 City/Town,State.ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes IN No ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Northeast Solar to act on my behalf, i all matters relative to work authorized by this building permit application. \.\ IC-4 ) (---'i \/\) ---- - 411/1111 / a 12 Z. Print Owner's Nam e Electronic Si nature Dal SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information c'. ned in this a cation is t an accur to the best of my knowledge and understanding. ( 4.t (,6 e �444✓15 of & 12/11/2023 'ri Owner's or ionized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.ntttss,govJoca.Information on the Construction Supervisor License can be found at www.mass.ito 'd_p 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" i . • .$ I City of Northampton Massachusetts [ DSPAIRIPSNT OF �VILdaRlAir INlb uscrzotas- *t:* 10 212 Main Street • Kunicapal Building SorthaMptcfi, MA 0106C CONSTRUCTION DEBRIS AFFIDAVIT if OR ALL.DEMOLITION ANt)RENOVATION PROJECTS," In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111,S 150i,. The debris will be disposed of in: Northeast Solar Dumpster 136 Elm St, Hatfield Ma 01038 Location of Facility The debris will be transported by: Northeast Solar Crew Name of Hauler: USA Recycling Hauls NES Dumpster Signature of Applicant: --'" __Date: -� The Congrnonwea th of_lassachmsetts -�, Department of Industrial Accidents c=_ Office of Investigations "11111((=: 1 Congress Street, Smite 100 3 �el= t,: L/ Boston, MA 02114-2017 -. www.nurss.gvv.dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name: Northeast Solar Address 136 Elm St. City/State/Z.ip:Hatfield, Ma 01036 Phone #:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): 1.0 I am a employer with 26 employees(full and/ 5 El Retail or part-time).* 6. ❑Restaurant/BarfEatingEstablishment 2.1:1 I am a sole proprietor or partnership and have no ? El Office and/or Sales(incl. real estate, auto, etc.) employees working for me in any capacity. g ❑ld on profit [No workers' comp.insurance required] 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemption per c. 152,§1(4), and we have 10.❑Manufacturing no employees. [No workers' comp. insurance required] 4.El We are anon-profit or gani z ati on, staffed by volunteers, 11.❑H e alth C ar e with no employees. [No workers' comp. insurance req.] 12.0 Other Solar Panels *Any applicant that decks box#1 mist also fill out the sectionbelow shaving their woiken'compensation policy information **If the corporate officers have exempted tlunmelves,but the corporati.ari has other employees,aworkers compensation pnliry is required and such an oganimtion shculd check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:National Casualty Company Insurer'sAddress: 14 Bixby Ct City/State/zip: Northampton MA 01060 Policy# or Self-ins.Lic 20230019843 Expiration Date: 7/8/2024 Attach a copy of the workers' comp ensationp olicy declaration page (showing the p olicy number and exp iration date). Failure to secure coverage as required under Secticn25A of IvIGL c. 152 car'lead to the imposition of criminal penalties of a fine up to$1,500.00 andfor one-year imprisonment, as well as civil penalties in the form of aSTOP WORK ORDER and afine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify, under the poi pen pe that the information provided above is true and correct. Signature: Date: 12/11/2023 Phone# 413-247-6045 Official use only. Do not write in , to be completed by city or town official City or Town: Perntit;License # I ssuin,g 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#: '?Ps m >.co',edia Client#: 169764 NORTSOL ACORa, CERTIFICATE OF LIABILITY INSURANCE 7/10 DATE(MMIDDlYYYY) M/DON /2023 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Commercial Support Edgewood Partners Ins.Center PHONE 781 455-0700 FAX (A/C,No,ex*781 No): 144 Gould Street,Suite 100 E IESS: NEcertificates@epicbrokers.com ADDR Needham,MA 02494 781 455-0700 INSURER(S)AFFORDING COVERAGE NAIC INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:National Casualty Company 11991 Northeast Solar Design Associates,LLC SafetyFirst Insurance Company 11123 136 Elm Street INSURERC: P Y Hatfield, MA 01038 INSURER O: 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 EFF POLICY EXP W LIMITS INSR VD POLICY NUMBER (MMIDDMIYY) MI(MDD/YYYY) A X COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EACH OCCURRENCEEECpp $1,000,000 IISES(CLAIMS-MADE X OCCUR PREMEaE�rrrence) $500,000 X BI/PD Ded:5,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X JECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: _ $ C AUTOMOBILE UABIUTY 5909629 07/08/2023 07/08/2024 COMBddenl)INED SINGLE LIMIT $1r 000r 000 (Ea ec ANY AUTO BODILY INJURY(Per person) $ — OWNED WNE ONLY " SCHEDULED AUTOS BODILY INJURY(Per accident) $ X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ _ AUTOS ONLY (Per accident) A UMBRELLA LIAB X OCCUR XS22030004 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 X PER ERH AND EMPLOYERS'LIABILITY Y/N STATUTE ER OFFICER/MEMBER E PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION Cityof Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 North Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE • c 4 OC j-A• ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #55765155/M5763194 RH002 #` Main electric panel in f.— basement / 4 . k t r v AA t * ''' * * 0 , ef Pt' 0 ct:;:l - i ' -1, '''. ' \cil'; i • . JN > 5 t rr)URT sf p. t t. 8 .. • Rfx[SY k � y i a �±'xli+T oee +�, 4 i_ �,,t _ .4+ - I • ibl.L s,. 4. • � h-,4HAFr Klkitt.El 'fib `. i Mt srPftl- MEET ..,* 4, ft . --' t, 0, ..),‘ ..... . r u Roof mounted solar array with .0,1 Existing array: S. App ID: 00559344 17x REC modules and `� i 7 Eri _ has'e IQ8Plus-72-2-US iiiiiiiiiiiiiii,\ 5.8 kW AC 401111611 NI, microinverters wart rive fir ry t iLati Atif0 # . Nira Elkins 4 OA\ 14 Bixby Ct $.a Northampton, Ma 01060 1104F NORTHEAST SOLARINDEPENDENCE w� _ Commonwealth of Massachusetts �l Division of Occupational Licensure Board or Building Raldations and Standards C onstorlrtSor CS-106113 - l ipires:06/07/2025 PHILLIP BALI a t = 41 HEATH ROAD = COIRAIN M/ 01340":' Commisoroncr idd: a f,Nam. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Strut - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration I Type: LLC NORTHEAST SOLAR DESIGN ASSOCIATES, ,C r Registration: t 07/131 136 ELM ST k 1 r X@iraion: 713l2025 HATFIELD, MA 01038 Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Lit Office of Consumer Affairs and Business Regulation Registration E7cRW14f+ 1000 Washington Street -Suite/710 169641 07/13/2025 Boston,MA 02 1a NORTHEAST SOLAR DESIGN ASSOCIATES,LLC 1 ?f � 1: GREGORY GARRISON • f f� 136 ELM ST j ,w .' 4.44.4 : HATFIELD MA 01038 Undersecretary Notva d iwthout signature Vreeland Design Associates An integrative approach to design engineering and site planning Date: January 2,2024 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Nira Elkins 14 Bixby Court,Northampton, MA: Structural assessment of existing house and porch roofs to support the proposed PV solar panel arrays. I have investigated the existing roof framing in the areas of the proposed PV solar panel installations. The 2-story, 22'x 38' house with an 8'x 22' entry porch off the front gable end was constructed in 2000. 13 PV solar panels are to be installed on the west facing roof of the house and 4 solar panels on the south facing roof of the porch. The house roof is framed with 2x4 Fink designed roof trusses installed 24"on-center, spanning 21' with a 9/12 pitch. The porch roof appears to be framed with 2x6 rafters installed 16"on-center, spanning 7'-6"with a 4.5/12 pitch. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed PV solar panel arrays. Based on my calculations and a PV solar panel unit weight of 46± lbs, with the attachment points of the arrays placed at a maximum of 4' on center and staggered to minimize the load to any one truss and porch rafter,the house and porch roof framing are adequate to support the proposed PV solar panel arrays and the snow and wind load requirements of the current 9th Edition of the MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, (---ve,OF MAssqDAVID A. �y ctAij VA-AA-4.J VREELAND tf, CIVIL David Vreeland, PE No. 46317 Vreeland Design Associates 13,,GISTR��``�� g cssioNALEN�'\ 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 1 Roof Area West House Roofs Sq Ft 540 East House Roof Sq Ft 540 0 N IIII; Garage Roofs Sq Ft 236 Porch Roofs Sq Ft 289 18 O Total Roof Sq Ft 1,605 Array Area 11111 L.SSolar Module Sq Ft 19.9 1 in _ Array Sq Ft 338.3 Combined Array Coverage 21.1% Required Ridge Setback 18" System Details System Size 17 panels -.. West Roof Pitch 37° Porch Roof Pitch i 18° Street & I Roofing Material Asphalt Shingle 1 Driveway Access + Nira Elkins 14 Bixby Ct le' Northampton, Ma 01060 OP .r _ NORTH EAST SOLARINDEPENDENCE rj REC SOLAR'S MOST TRUSTED a> , • \f RAC 'ALPH &® PURE SERIES EXPERIENCE 4O5w REF YE 25 YEAR PROTRus toc, 20.E FT2 WARRANTY LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE if!) REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED RRO ALR.°A PURE SERFS>'.. 1821t2.5(71.7t0.11 _ ".-.. jCERTIFICATIONS • 28(1.ij. .. -. .. 901(35.51. _._....- 460(18.1]_. ., IEC61215:2016,IEC 5ll30:Z016,UL 61730 -- IEC 62804 PID 153.7(6.05] ! IEC 61701 Salt Mist '_--, r - 1 100(43.31: . 1 1F ,, IEC 62716 Ammonia Resistance _ ! UL 61730 Fire Type Class 2 ' 6.5to.2 IEC 62782 Dynamic Mechanical Load (024t0.011 ! P o ! c IEC 61215-2:2016 Hailstone(35mm) a o m IEC 62321 Lead-freeacc.to RoHS EU 863/2015 ,r1 -__._ _.____.1 i ^___..�___ ' N 5014001:20bd,ISO 9001:20156H5AS16001:2007,1EC62941 1-1 c 11 t02 ' °' c Qy ( E ❑ 1(0.43t0.011 , c rntMek -ead-Free 1 =; j 1 t WARRANTY 20.530.5= i 1200(47.2] - n o (0.8t0.02] a, I Standard RECProTrust 153.7(6.051 -, I Installed by an REC Certified r T t Solar Professional No Yes Yes +-45(1.81 22.5(0.91 671 t3(26.4±0.12] System Size All 425 kW 25-500 kW wr3o(l.zl Product Warranty(yrs) 20 25 25 Measurements in mm linl Power Warranty(yrs) 25 25 25 . GENERAL DATA LaborWarranty(yrs) 0 25 10 -„,„ n ECheterojunctioncells StaubliMC4PV-KBT4/KST4,12AWG(4mm2) Power inYearl 98% 98% 98% 132half Cell type: withlead-free,gaplesstechnology Connectors: in accordance with IEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of 22 cells inseries P68 Only when connected Power in Year 25 92% 92% 92% "- - -- See warranty documents for details.Conditions apply Glass: 0.13in(3.2mm)solar glass with Cable: 12AWG(4mm=)PVwire,43+47in(1.1+1.2m) anti-reflection surface treatment accordance with EN50618 MAXIMUM RATINGS Backsheet: Highly resistantpolymer(black) Dimensions: 71.7x 40 x1.2 in(1821 x 1016 x 30 mm) Operational temperature. -40...+185°F(-40...+85°C) 0 Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000 V 3-part,3 bypass diodes,IP68 rated Maximum test load(front): +7000 Pa(146 lbs/sq ft)' fi Junction box: in accordance with IEC62790 Origin: Made in Singapore Maximum test load(rear): -4000Pa(83.5lbs/sgft)' m Max series fuse rating: 25A 5 111 ELECTRICAL DATA Product Code:RECxxxAA Pure ° „_w_ , ,....,.,...- ...„: ..' ,._....,, . . . . .....-_..,.... Max reverse current: 25A tt Power Output-PMAx(Wp) 385 390 395 400 405 See installation manual for mounting instructions. Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Designload-Testload/I. (safety factor) u, Nominal Power Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' 47. F Nominal Power Current-IMw(A) 9.35 9.40 9.45 9.51 9.56 Norm;nalModule Operating Temperature: 44°C(t2°C) a v in Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAx: -0.26%/°C Short Circuit Current-Io(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient of Voc: -0.24%/°C Power Density)W/sq ft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient oflsc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values - LOW LIGHT BEHAVIOUR s Power Output W �..-_.......,__ P MA%( P) 293 297 301 305 309 ... Typical low irradiance performance of module at STC: > Nominal Power Voltage-VM„(V) 38.8 39.1 39.4 39.7 40.0 cF x Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72r. Z rn Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 .-- - 4 R. f Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 W ."' Values at standard test conditions(STC:air massAM 1.5,irradiance 10.75 W/sq ft(1000 W/m'),temperature 777(25"C),based on a production cc spread with a tolerance of P"m,V«&lu±3%within onewatt class.Nominal module operating temperature(NMOT:air mass AM 15,irradiance Irradiance(W/m=) ry 800 W/m',temperature 68'F(20'C),windspeed 3.3 ft/s(1 m/s).*Where xxx indicates the nominal power class(P,,m)at STC above. Founded in 1996,REC Group is an international pioneering solar energy 41Iiiit ^r company dedicated to empowering consumers with clean,affordable ilk, .. solar power.As Solar's Most Trusted,REC is committed to high quality, innovation,and a low carbon footprint in the solar materials and solar www.recgroup.com panels it manufactures. Headquartered in Norway with operational CV ❑i headquarters in Singapore,REC also has regional hubs in North America, '�.ti Europe,and Asia-Pacific. 0_46 o Tech Brief ZIA& IRONRIDGE XR Rail Family Solar Is Not Always Sunny / r„ Over their lifetime, solar panels experience countless / extreme weather events. Not just the worst storms in years, 714 . but the worst storms in 40 years. High winds capable of 1-1 X ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing r" , '` ',4• / ,--, these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. v 1 } Their superior spanning capability •,, `' , requires fewer roof attachments, r y reducing the number of roof • } penetrations and the amount . . .,a 1 4 of installation time. a ---4,,,,,40, j i 404 *,� Force-Stabilizing Curve >3 y r; Sloped roofs generate both vertical and lateral , .ye,n - forces on mounting rails which can cause them ' ," to bend and twist.The curved shape of XR Railsr * san ".. t "' ,y ,,� t � ���� � �o °,° �" is specially designed to increase strength in both �, directions while resisting the twisting.This unique , ~;" � f a ` ? ' feature ensures greater security during extreme „ `°"«4" t 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 iftscompatible with �� a range of tilt leg aluminum alloy,then protected with an FlashFoot and t-1 options for flat anodized finish.Anodizing prevents surface t 1 other pitched roof I 1 1 roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance.° Tech Brief 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 XR1000 is a heavyweight among rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle no snow.It achieves spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12 while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications. • 6'spanning capability • 10'spanning capability • 12'spanning capability • Moderate load capability • Heavy load capability • Extreme load capability • Clear&black anodized finish • Clear&black anodized finish • Clear anodized finish • Internal splices available • Internal splices available • Internal splices available Rail Selection The table below was prepared in compliance with applicable engineering codes and standards.* Values are based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters. Load Rail Span Snow(PSF) Wind(MPH) 4' 5'4" • 8' 10' 12' 90 120 None 140 XR10 XR100 XR1000 90 120 20 140 160 90 30 160 90.. 40 1 160 80 q 160 .-� 120 160 s,neant to ae sirnoiiiied;cur ,enerai rat, •tpab,uues_use approved certification letters or actual design guldanc-t ®2020 IronRidge,Inc.Alt rights reserved Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 /�ir IRONRIDGE FlashFoot2 ° The Strongest Attachment in Sofa- IronRidge® FlashFoot2® raises the bar in solar roof protection. The unique water seal design is both elevated and encapsulated, delivering redundant layers of protection against water intrusion. In addition, the *` ^`` twist-on Cap perfectly aligns the rail attachment with the Ak_ a lag bolt to maximize mechanical strength. .•. ,. 5 .d , tc ,y , ,, ar, Twist-On Cap 404 FlashFoot2®'s unique Cap design encapsulates the lag bolt and locks into place with a simple Three-Tier Water Seal twist.The Cap helps FlashFoot2®deliv FlashFoot2®'s seal architecture utilizes superior structural strength,by aligning i A ' three layers of protection.An elevated the rail and lag bolt in a concentric i w , platform diverts water away,while a stack of load path. - r- n .. rugged components raises the seal an entire ,., `e, +.. inch.The seal is then fully-encapuslated . by the Cap. FlashFoot2®is the first solar �: :Q,, attachment to pass the TAS-100 Wind-Driven e 1� w�krA 1/4 .-.,,,.,,':x...,,,,,,:•:;.,:,,,‘..ck Single Socket Size A custom-design lag bolt allows you to install FlashFoot2®wit the same 7/16"socket size used on other Flush Mount Water-Shedding Design An elevated platform diverts water away from the water seal. .R5yn k; ',r: 'rAk d r rat d :-.J. 4 �r to,,•1 a+, ' p y 'Ary"` ,'l �zn.... . �' „, '' +,r..a I,.«N,N'ku T r ..i n4M'1d 'h�`dr.^k` .'a. , L» u.' _, . > 4. „,•-,-r , a`,,i4::n " . Y�` 1, ;'ti p :k >,',t „4 ,v.,rAbr,, w. V' a , - , ,.,11 n,.A '''e.. ,r a,t� t ! ,.,,>;;,men# .'..xi' R ,�•� t� . „ , '" .. Tech Brief Installation Features A Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. B Rounded Corners Makes it easier to handle and insert under the roof shingles. C Reinforcement Ribs ( q�►. .. .. ..i ..j,.. .. .. f °' Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1M4 u Y.1C11 Traditional solar attachments have a horizontal offset between the rail and lag ` n '~""""°r® ,,,, caopairx bolt, which introduces leverage on the lag 0 bolt and decreases uplift capacity. Lase-car arapoiler FlashFoot2® is the only product to align Aso the rail and lag bolt. This concentric loading design results in a stronger attachment for the system. Rail-to-Lag Offr,er tin) Testing & Certification Structural Certification Designed and Certified for Compliance with the International Building Code & ASCE/SEI-7. Water Seal Ratings Water Sealing Tested to UL 441 Section 27 "Rain Test" and TAS 100-95 "Wind Driven Rain Test" by Intertek. Ratings applicable for composition shingle roofs having slopes between 2:12 and 12:12. UL 2703 Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratings. ©20221ronRidge,Inc.All rights reserved Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 14121.1111