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03-011 (10) BP-2022-1641 609 COLES MEADOW RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 03-011-001 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-2022-1641 PERMISSION IS HEREBY GRANT D TO: Project# 2022 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 33947 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: TRUSTEE BIANCHI,FELICIA Lot Size(sq.ft.) Zoning: WSP Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 12/22/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 25 PANEL 10.125 KW ROOF MOUNT SOLAR SYSTEM 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 i � 51-11 • Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:1A8D3AE4-FFB8-4ABD-8BE4-16DDB71EF78A Department use sty City of Northampton .. 'us of Permit: Building Department rb Cut Driveway Permit 212 Main Street SewerSeptic Availability y Room 100 ;1, Water Availability Northampton, MA 0106 ,, Two Sets of Strucb.,ras Plans phone 413-587-1240 Fax 413-587"-1272:--_. Flot Site Plans 43ther Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 This section to be completed by oflbe 609 Coles Meadow Rd map Lot d11 Unit Northampton MA 01060 Zone Overlay District Elm St.District C9 District SECTION 2-PROPERTY OWNERSHIPIAl1THORIZED AGENT 2.1 Owner of Record: 609 Coles Meadow Rd Felicia Bianchi Northampton MA 01060 4arr0(Pnnt) p—DocuSigned by: Current htiiin,Address' QQ.,, 404-771-6163 _ FthCia f'l TArepr5 ire $gture \—DEC5294CCA714E5. 2.2 Authorized Agent: No• --st lar 136 Elm St, Hatfield, MA 01038 Yan-e(Pnntj / Curren;P ing Address: Ij/ 413-247-6045 Signature /i :* :1 Telaphara ,SECTION 3-ESTI , .� , "•' .. -UCTIO COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6} 3. Plumbing !Building Permit Fee —7 4. Mechanical(t-fIAC) / 5. Fire Protection 6. Total ={t i'2 t 3 *4 4. 5) $33,947 Check Number as 3 5-g Thin Section For Official Use Only Bul ,gyp- 4 A •10'I/ IDate Building Permit Number issued: Signature: i /.1Z 1 Z-2 Z - Z012 Bolding Cc nnes7gn n1r+specIor of Bulidiegs Date DocuSign Envelope ID:1A8D3AE4-FFB8-4ABD-8BE4-16DDB71EF78A Section 4. ZONING lttl Information Must(e Completed. Permit Can t!e Dxenie0 Our 7o Incomplete Information Existing Proposal Required by Zoning Thn tvlunm Iu b filial in by Bursting Deparmnt Lot Size Frontage Setbacks Front SidC L_ Ft: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage 4a (Lot mu minus Fiat AIta+vJ parking) of Parking Spaces Fill '1 u &Locacao) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? N0 O DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document# 8. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 N0 IF YES, describe size, type and Location: D. Are there any proposed changes to or additions of signs intended for the property ? YES l NO IF YES, describe size, type and Location: E. Y41lI the construction activity dsturb(d ng,grading, cavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required_ DocuSign Envelope ID:1A8D3AE4-FFB8-4ABD-8BE4-16DDB71EF78A SECTION 5-DESCRIPTION OF PROPOSED WORK(deck all soollcahle) New House F7 Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signe (CI Decks ICJ Siding ID] Other(RI Brief Description of Proposed Install 25 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 Roll -Sheet Os.flaws Musa a and or addition to misting housing.oomolaba thw following: a. Use of building : One Fanny Two Family Other b. Nurr er of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating?__ Fireplaces or Woodstrnres Number of each g. Energy Conservation Compliance_ Masscheck Energy Complianoe form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade ft. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLES FOR BUILDING PERMIT Felicia Bianchi as owner of the subject property hereby authorize Northeast Solar to act on my behalf,i B10 t9aerPb alive to work authorized by this building permit application. t1JUa- f f/J OU 8/16/2022 41../ Si aura of owner \ Date I, Gregory Garrison/Northeast Solar ,as owwnedAuthorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Gregory Garrison Print Iian1ti 441 signature of owrleriAgenl i1 I r 1 • DocuSign Envelope ID:1A8D3AE4-FFB8-4ABD-8BE4-16DDB71EF78A SECTION 8-CONSTRUCTION SERVICES 9.1 Llosnsed Construction Supervisor: Not Applicable 0 Phillip Baunsgard Name Qf License Hairier: C510 6113 License Nutrher 41 Heath Rd Colrain, Ma 01340 6/7/23 es J Expiration DaSe 413-247-6045 lepeone Nat Applicable 0 Northeast Solar 169641 Company Name Registration Number 136 Elm St. Hatfield, Ma 01038 7/13/23 Address Expiration Date Telephone 413-247-6045 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(MALL c.152.§25C(8)) Workers Compensation Insurance affidavit must be completed and submitted with this applicabcn. Failure to pro ide this affidavit will result in the denial of the issuance of the building permit Signed Affidavit Attached Yes Xl No 0 Ile —Rome Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellinns of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts li3 sunervlsor.CMA 784. Sixth Edition Section 1033.L Definition of Homeowner: Person(s)who own a parcel of land on which heishe 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 heishe shall be responsible for all such work performed ender the building nerj, As acting Construction Supervisor your presence on the job site wilt 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,von a be liable for person(s) you hire to perform work 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 Massachusetts General Laws Annotated Homeowner Signature DocuSign Envelope ID:1A8D3AE4-FFB8-4ABD-8BE4-16DDB71EF78A 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: 6 09 co ta2111Js Ck The debris will be transported by: /V F. �Y The debris will be received by: ( )S, r U� � Building permit number: Name of Permit Applicant : PO Y�i` ,�5�' \ �QiGC' 2(110� Date igna ure of Per it Applicant The Commonwealth of Massachusetts Department of Industrial Accidents =.� Office of Investigations • -711111_ 1 Congress Street Suite 100 =,- i►_ Boston, MA 02114-2017 ��• www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly 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): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑RestaurantBBarfEatingEstablishment 2.El I am a sole proprietor or partnership and have no 7 ❑Office and/or Sales(incl. real estate, auto, etc.) employees working for me in any capacity. [No workers' comp.insurance required] 8. ❑Nor profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemption per c. 152,§1(4), and we have 10.0 Manufacturing no employees. [N o workers'comp.insurance required]** 4.❑ We are a non-profit organization, staffed by volunteers, 11.0 H ealth acCre__ with no employees. [No workers' comp. insurance req.] 12. Other c.7� *Any applicant that checks box#1 Host also fill out the sectionbel w sltwisg their workers'compensation policy infonnaticn **If the corporate officer have exempted thennelves,but the corporation has other employees,aworkers'compensation pnlicyis required and such an organization should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:New York Marine and General Insurance Company Insurer's Address: 437 Davis St Cit54tatefzip: Greenfield MA 01301 P olicy#orSeelf-ins.Lic. . #WC202200019843 Expiration Date: 7/8/2023 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 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. B e advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify; under ,: • , •ins - ' perjury that the information provided above is tree wed correct. Signature: D ate: 7/29/2022 Phone#:413-247-6045. 4 ill* i Official use only. Do notw • area,tD be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. CityiFown Clerk 4.Licensing Board 5. Selectmen's Office 6.Other Contact Person: Phone#: 'A s's,.nm 5 govldia Client#: 169764 NORTSOL ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 07/11/2022 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 Joanne Hogan Edgewood Partners Ins.Center PHONE - FAX (A/C,No,Ext): i(A/C,No): 144 Gould Street,Suite 100 E-MAIL an Joanne.Ho a icbrokers.com Needham, MA 02494 ADDRESS: g @ P 781 455-0700 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:Capitol Indemnity Corporation 10472 Northeast Solar Design Associates, LLC 136 Elm Street INSURER C:New York Marine And General Ins Co 16608 INSURER D:Safety First Insurance Company 11123 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 CONTRACTOR 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 LL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMMIDDY/YYYY) (MMMIDF DYIYYYY) LIMITS A COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 MSE CLAIMS-MADE X OCCUR PRES(EaoccErrence) $300,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- POLICY JECT LOC PRODUCTS-COMP/OPAGG' $2,000,000 OTHER: D AUTOMOBILE LIABILITY 5909629 07/08/2022 i 07/08/202 COMBINED SINGLE LIMIT �(Eaaccident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED i BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIREDS ONLY X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY (Per accident) B UMBRELLA LIAB OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED X RETENTION$10000 $ c WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 STATUTE EERH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-FA EMPLOYEE $ If yes,describe under ---- - - - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of insurance 21-22 Master 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 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE I --' 1 '- ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #54158822/M4158819 AFE01 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC Registration: 169641 • NORTHEAST SOLAR DESIGN ASSOCIATES, LLC Expiration: 07/13/2023 136 ELM ST HATFIELD,MA 01038 Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp -tion date. If found return to: Registration Expiration Office of Co - mer Affai = and Business Regulation 169641 07/13/2023 1000 Washin•'•• Street 4 Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA I , 8 GREGORY GARRISON "tip 136 ELM ST !:iGfiadf' HATFIELD,MA 01038 Not I • without signature Undersecretary Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constretittitf t%deftry i sor CS-106113 • Edc ires:06/07/2023 PHILUP BAURSGARQ; 7n 7 41 HEATH ROAD `' COLRAIN MA411340 Commissioner egaiik atwiit, . ,.. rtl., .60 .ort•. „.. ••,, In , .., Iti? • •, - \ • .7,,,, , I. ., i_rr.::,.."4/411. . "iSe•. .. ....,.,, , • 4f.•4./4:-''' , 11,1,, %. Main electric . 1,,... .....,.„Q ..,... • -• --;panel in a... ..•-.4 ''. ...,•-..'*7. -4.--..--- -1,•e • • ,- ,•••' • ' •11/•-', • . --•:::;;101,- 'Ai- „l•-• 1 ,,111 ,•(., . .. . , **:14c':-..•-. 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' ',' .W*-' " :: siiiii..-'..'' ..... 'P 'itC•t240;0);4.‘ ' ''''' • ir -- .• ,..‘e.1.14•,,,,s , ,,, ' , - - ,.. ,. ,,, . _ , ,44.4, .°,*t.-1,7 . ' Pl. I: .$.i• ... -1 • ,...et,''' ''' :" ' r.!,-- , ,--- ,- :;„ -1..''': "...'..j"- ,1.. .---"" .'_ . , ..er 1. Pal*1. ••-• '"' '.1;.•*, •-.• 1. ..•. - . #7,*1 • i, #.•7. .7‘ V r.!: "1 e A4Ille t .' • * ,4' ,.,csat: Air 0' .. , - P Felicia A Bianchi a 4, 609 Coles Meadow Rd Northampton, Ma 01060 ...N. Northeast Solar - •" •'` "� N - w :► i a' • :1 • :1 CO .. ,r •0♦ O • • s1 • N .► • ai W •. s1 • a1 ... -a .i Vr A • a♦ ♦ libI 0 • •' a1 ■ ■ V W ♦ a� -4 N C7 l t l l i . l •. L . l '. L 6 ktk L Stj € L' Le Vreeland Design Associates An integrative approach to design engineering and site planning Date: December 19, 2022 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Felicia Bianchi, 609 Coles Meadow Rd, Northampton, MA: Structural assessment of new house and garage roofs to support proposed PV solar panel arrays. I have reviewed the roof truss design and the framing details on the house for the proposed PV solar panel installations. The 30'x 38'-6", 1-story, contemporary ranch style house with a 23'x 34'ell and an attached 26'x 28' garage was constructed in 2021. 20 PV solar panels are to be installed on the southeast facing roof of the main house and 5 solar panels on the southwest facing roof of the garage. The main house roof is framed with 2x6 top chord Fink design roof trusses installed 24"on-center, spanning 30' with a 6/12 pitch. The garage roof is framed with 2x4 top chord Fink designed roof trusses installed 24"on-center, spanning 26' with a 10/12 pitch. The trusses have been designed and manufactured by UFP Belchertown, LLC with design loads of 35 psf roof snow load, a 15 psf dead load on the top chord, and a 120 mph Vurt basic wind speed. 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 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 panel array 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, oN D F MAS`r9 DAVID\�y CIVIL `' No. 46317 "' David Vreeland, PE A� feOisT Vreeland Design Associates S/ONALc -43 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 SOLAR'S MOST TRUSTED ,`` R E C , \\., , .i.. .404__- '-. 4. PP , - ..,,, _ , 4,,, „ _ ......_......... .... ...___ --....,,....„.„. .. „.,.. . . . _ Ys Au'41 elf-"iv,..t.34✓a=-h,s REE ALPH ® _, PU .:, E PRODUCT SPECIFICATIONS EXPERIENCE REC i;iii_ 405 WP 25 YEAR PROTRUST WARRANTY 20.0 /T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED IA PURE x,iE5> 182112.5[71.7t0.1] ,, 10ERTIFICATIONS I} •,�2a[t.t] !_, 901[35.5] 46o[]a.t] IEC 61215:2016,IEC61730:_2016,ULtb1730 1 sr..- ° a b-------=.„,, IEC 62804 PID 1 153.7[6.05] IEC 61701 Salt Mist f 1100143.31v 1.-,, IEC62716 Ammonia Resistance UL61730 Fire Type Class 2 6.0±0.2 IEC 62782 Dynamic Mechanical Load [024t0.011 d 1 IEC 61215-2:2016 Hailstone(35mm) IEC62321 Lead-free acc to RoH5 EU863/2015 . h a 5014001:2004,1509001:2015,OH5A518001:2007IEC62941 CE 11t02 E1�u ❑ 17 ,o[0.43t0.01] / . In,errek -ead-Free luaaS tARRANTY n 20.5t0.5 \-- 1200[4721 - e Standard REC ProTnst[08t0.0214 153.7[6.05] r Installed by an REC Certified No Yes Yes !_i, - • �" - - Solar Piuressional �--45[1.a] 22.5[0.9] 67113[26.4 t0.12] - System Size All 425 kW 25-500 kW I -'1**� 300.21 Product Warranty(yrs) 20 25 25 Measurements in mm[inl Power Warranty25 25 25 (Yrs) fGENERAL DATA __..- Labor Warranty(yrs) 0 25 10 132 half-cut REC hetero'unctioncells Power inYear1 98% 98% 98% 1 SteubliMC4PV-KBT4/KST4,12AWG(4mm� Cell type: with lead-free,gaplesstechnology Connectors: in accordance with IEC62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of22 cells in series I P68 only when connected Power in Year 25 92% 92% 92% 0.13in(3.2 mm)solarglasswith 12AWG(4mm2)PVw[re,43+47[n(1.1+1.2m) Seewarrantydocumentsfor details.Conditions apply Glass: Cable: .................. .. anti-reflection surfacetreatment accordancewithEN50618 MAXIMUM RATINGS Backsheet: Highly resistant polymer(black) Dimensions: 71.7x40 x1.2 in(1821 x 1016 x 30 mm) Operationalternperature: -40...+185°F(-40...+85°C) .rti Frame: Anodized aluminum(black) Weight: 451bs(20.5kg) Maximum system voltage: 1000V I 0 3-part,3bypassdiodes,IP68rated Maximum test load(front): *7000Pa(146lbs/sgft)' . Junction box: naccordancewfthlEC62790 Origin: Made in Singapore Maximum test load(rear): -4000Pa(83.5lbs/sgft)' il, Li f ELECTRICAL DATA Product Code':RECxxxAA Pure Max series fuse rating: 25A s Max reverse current: 25A Power Output-PMAx(Wp) 385 390 395 400 405 .9 'See installation manual for mounting instructions. o Watt Class Sorting-(W) 0/+5 0/.5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) c Nominal Power Voltage-VMp,(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' Nominal Power Current 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(±2°C) i 111 Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAx: -0.26%/°C Short Circuit Current-Isr(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient of Vac: -0.24%/°C Power Density(W/sgft) 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 temperaturecoeflicierts stated are linear values Fr LOW LIGHT BEHAVIOUR o Power Output-PMAx(WP) 293 297 301 305 309 Typical low irradiance performance f module atSTQ Nominal Power Voltage 38.8 39.1 39.4 39.7 40.0 0 4 x Nominal Power Current-IMep(A) 7.55 7.59 7.63 7.68 7.72 0 ,- N z Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 d o f a. sc Short Circuit Current-I (A) 8.16 8.20 8.24 8.28 8.32 W - CC Vai esatstandardtestmnd[ions(STCairmassAMI.S.irradiancel0.75W/sgft0000 W/m'l temperature 77'F(25°C),based onaproduction Ti; spread withatoleranceofP ,MtIm±396withnonewatt class,Nomi,almodule operating temperahre(NMOT:air mass AMIS.irradiance - m Irradiance(W/m') 800 W/m',temperature 68°F(LUL),w[rdspeed 3,3ft/s0 m/s).°Wherexw indicatesthe nominal powerclass(PMe),)at STC above. Founded in 1996,REC Group is an international pioneering solar energy ® REC company dedicated to empowering consumers with clean,affordable 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 ❑�; '171 headquarters in Singapore,REC also has regional hubs in North America, �.► Europe,and Asia-Pacific. )?i 1. k}'}.P. . Tech Brief 1/i111. 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 ,s'k I enough to buckle a panel frame. 1. * i XR Rails are the structural backbone preventing '` these results. They resist uplift, protect * against buckling and safely and efficiently ri 1 transfer loads into the buildingstructure. \ Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount g0,` , of installation time. , _„ , ,, ifit . -___ , „ ., ..„ , ,. „, , I 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. i Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series Olt ^� compatible with a range of tilt leg aluminum alloy,then protected with an r n lI 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. d 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 °�s:.;,_ . 4' 5'4" 6' 10' 90 :3 120 None11111"111111 140 XR10 XR1000 .311111 160 90 ', 120 20 140 160 i > 90 30 160 90 40 160 80 160 AO- 120 160 'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. 0 2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,��_ .+fir IRONRIDOE Flash Foot2® The Strongest Attachment in Solar 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 lag bolt to maximize mechanical strength. Twist-On Cap 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 three layers of protection.An elevated the rail and lag bolt in a concentric platform diverts water away,while a stack of load path. 1 rugged components raises the seal an entire inch.The seal is then fully-encapuslated by the Cap. FlashFoot2®is the first solar attachment to pass the TAS-100 Wind-Driven • .pry 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. Tech Brief Installation Features O A Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. 0 B Rounded Corners Makes it easier to handle and insert under the roof shingles. 0 • 0 Reinforcement Ribs • .�. Help to stiffen the flashing and prevent any bending or • crinkling during installation. Benefits of Concentric Loading 1200 0 iona Traditional solar attachments have a horizontal offset between the rail and lag 800 bolt, which introduces leverage on the lag a 600 bolt and decreases uplift capacity. ffs egivialar FlashFoot2® is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger a 1 2 3 attachment for the system. Rail-to-Lag Offset(in) 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. ©2022 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 ���_