Loading...
25A-196 (4) BI-2023-0353 10 SHERMAN AVE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 25A-196-001 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-2023-0353 PERMISSION IS HEREBY GRAN D TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 33910 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: DAM CONYER, STELLA & Lot Size (sq.ft.) Zoning: Applicant: NORTHEAST SOLAR DESIGN ASS• 1 ATES LLC .Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 03/22/2023 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 VIO ATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ,oua itg . Q � • r Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner r DocuSign Envelope ID:FF2FC76E-3EAA-4494-BDDA-717049F9DEA7 / 4'---L---. -- • The Commonwealth of Massachusetts r �i `'�� FOR .. I! Board of Building Regulations and Standards M CIPALITY ;_V '' Massachusetts State Building Code, 780 CMR i1AR USA Building Permit Application To Construct, Repair, Renovat Or molish a' 0 IP ed Altar 2011 One- or Two-Family Dwelling - °e�,.o�si, This Section For Official Use Only Mnrn, NspF r �: kg p C kW'. Building Permit Number: A — 3 Date Applied: ..'0 }5 // . _ 3-ZZ-2oz3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 10 Sherman Ave 1.1 a 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: Stella Conyer Northampton MA 010160 Name(Print) City, State,ZIP 10 Sherman Ave 404-536-6352 stella@stellacotton.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied ❑ Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other g1 Specify: Solar Brief Description of Proposed Work2: Install 25 solar panels on Roof SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑ Standard City/Town Application Fee ❑ Total Project Cost3 (Item 6)x multiplier Ix 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire Suppression) $ Total All Fees: $ Check No. a(�(,1IDCheck Amount. Cash Amount: 6. Total Project Cost: $ $33,910 0 Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID.FF2FC76E-3EAA-4494-BDDA-717049F9DEA7 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 6/7/23 CS-106113 Phillip Baunsgard License Number Expiration Date Name of CSL Holder 41 Heath Rd List CSL Type(see below) U {II No.and Street Type Descriptionlj Colrain, Ma 01340 U Unrestricted(Buildings up tb 35,000 cu. ft.) R Restricted 1&2 Family Dwelling City/T n,State,ZIP M RC Masonry Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@n theast-solar.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 7/13/23 Northeast Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 136 Elm St. Permitting@northeast-solar.com No.and Street Email address Hatfield, Ma. 01038 413-247-6045 City/Town, State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes d No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 I I,as Owner of the subject property,hereby authorize Northeast Solar to act on my behalf, in au at�ws relative to work authorized by this building permit application. Sri ( t,r441111111/ 1/16/20213 Print Owner's Name(-1Ea8iiic i,4 i$ture) Date I I SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pa' and penalties of perjury that all of the information con ' - ; in this ap ' ation is and accurate to the my knowledge and understanding. 12/12/2022 P / co wner's or Authorized s Name(Electronic S' ature) 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.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass,gov/dps 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" DocuSign Envelope ID:FF2FC76E-3EAA-4494-BDDA-717049F9DEA7 City of Northampton c':c• NS.....,.. SAC Massachusetts r; ‘ F k r DEPARTMENT OF BUILDING INSPECTIONS • � .� 212 Main Street • Municipal Building ` ca` \ .�r."" Northampton, MA 01060 � a CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, 554, 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 150A. 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 Applic Date: / '7( Z3 The Commonwealth of Massachusetts. Department of Industrial Accidents �.3/1._f0 Office of Investigations _'lii_ 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.marss.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. ❑RestaurantBar/EatingEstablishment 2.0 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. [N o workers' comp.insurance required] 8. ❑Non-profit 3 ❑ We are a corporation and its officers have exercised 9. 0 Entertainm ent their right of exemption per c. 152,§1(4), and we have 10.1:Manufacturing no employees.[No workers' comp.insurance required]** 4.0 We are a non-pr ofit or ganiz ati on, staffed by volunteers, ll. ealth t with no employees. [No workers' camp. insurance req.] 12. Other c-.S.— C/ --e- *Any applicant that checks box#1 mist also fill ait the sectionbelav sharing their workers'compensation policy information **If the corporate officers have exempted tlremselves,but the cor crationhas other employees,aworkers'compensationInlicyis required and such an organization shculd check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance CompanyNante:New York Marine and General Insurance Company Insurer's Address: 10 Sherman Ave City/State/zip: Northampton MA 01060 Policy# or Self-ins.Lic. R #WC202200019843 Expiration Date: 7/8/2023 Attach a copy of the workers' comp ensationp olicy declaration page (showing the policy number and exp iration date). Failure to secure coverage as required under Section25A 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 aSTOP WORK ORDER and afine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for i ance cove ;-eve ication. I do hereby certify, under the and 1 a /.injury that the reformation provided above is tramand carrel. iii Signature: • 1, Date. 12/12/2022 41,4 Phone 413 247 6045 `'� !, I Official use only. Do not write in ,:zs area, to be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5. Selectmen's Office 6.Other Contact Person: Phone#: caws'.mass ovdia Client#: 169764 NORTSOL ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 08/18/2022 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 (NC,No,Eat): (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 New York Marine And General Ins Co 16608 136 Elm Street INSURER D: 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 TH POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPEC11 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 ADDLBUBR POLICY EFF POLICY EXP LTR JNSR VWD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMMISES(Eaorrence) .$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 POLICY FTC JJ CT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 07/08/2023 COMBINED SINGLE LIMIT (Ea accident) I $1,000,000 ANY AUTO BODILY INJURY(Per person) $ - OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X AI ED ONLY X NON-OWNED PROPERTY DAMAGE AUTOS ONLY (Per accident) B X UMBRELLA LIAB X OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 $ C WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 X PER OTH'- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEY/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMITI $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of insurance 21-22 Master { CERTIFICATE HOLDER CANCELLATION City of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4219995/M4219992 JHO01 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC NORTHEAST SOLAR DESIGN ASSOCIATES, LLC Registration: 7 136 ELM ST Expiration: 07/13/13/2023 HATFIELD, MA 01038 Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp tlon date. If found return to: Registration Expiration Office of Co mer Affai and Business Regulation 169641 07/13/2023 1000 Washin. .• Street 1 Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA , 8 GREGORY GARRISON J at"lb_ 136 ELM STu, HATFIELD,MA 01038 Undersecretary Not I • without signature 'IP; Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constnttt iISdpprvisor CS-106113 = Epires:06/07/2023 PHILLIP BALINSGARD; 41 HEATH ROAD ic'. z COLRAIN MA)13W Commissioner dada tlG.rcha. .. 44 ..,.„ AP' ..$t- -- • —- • -....- t; 447r 4 - . ,- :-..... ti ,- •. , % t •- ,...;• 1, 0 E- -,14Atit:' .c,,,,,, ifillikip 047,• .., i . a-,,,, 0- . .. )ik t • i - 11111111111)pf 74/, , .... ; .-'.. tv•- , ..i •- ,.. • - ,40411016 .1.44 • • lr• .;- -t,,.• 4. . .• • . ,4 f.L., . ..... .- . ,,- '310"/ 1 4 1 44 i br .,„ A f , ,.., • - •..r. 1.,.,. . . l, , - P ---1 c - . ... ---) - a- •. ..\..., ,.., . . , • •A : . . - It.,.: . - , # ,„ .'...;- , -_ it - ;1. T.- .--, -• ' , _ • , ... • . •t; t ,:- ,•• _:- -• • itkl.---- - -• yr 141., 1 :, A • 1 1- .-,.., ire ..; ,, '. ''',. • ' • ' IT f it , . • , .. Z.1 • . ...., ;- —----------- — -___ _ -- - _,,,,' -1111.1r Ill.i -, 11' . :, .' '^'.•1. '' ' ,- '-i, - . ‘ '.r*:II' - ':1, ...t.- OF'."- e;..r:' ,,, ^ -' , : . -s14.::", - ' 11 ik , e.., . .. • :, . , .._ . . _ 00 pli ' - - A.— . . --, --. ....e."- .:. 4, . • 4 4. . . _ . 3.4.. .4, - .0 _ • ,--;-#,p • . Roof mounted solar array with t 044- ,, .,:, . .,, li .:,„. .. .. _ ,: ir- ,), 25x REC modules and 4111 ... , ' - - . .• oe'- ---'4 ' ' , , etfr":. 25x Enphase IQ8Plus-72-2-US '41., . microinverters _ • *. „a. _.104" •• r_ " • , , dr 4 ,n, . • _ 4ir 4, . . . . 14011 - 4•- r -, .- ,i 4 jr ir. " — 4 :,... -• - --- ,j i ir..9*._1 f›P' '"..:i. * ,..' '. •_ ' ' ,,11. i ,•, :7,' • - • . .• 1'91 , OP ,, -, , ' ••.4 ‘ N'.- _ f. ' % '''• ' '. --..-., ,'''' ,7 41 ' 4" .. P - IV' . „.. •N, _ -- t i#,,, - ft-, "4., 4 • ._ pr. pie '. , 411. .4 N. Ye' A t.-:' -*if' vr- ,,,, •:. Is . 4, * C ., ,w . . .Main electric • --,... , sl: ' 4, *4' ... 0 .,adi ' •.` , .....4 '• • 4- '4, *.i.......;,-*. .. ., \Ir..., 4, - w •.c.e panel in .;_ „. -- , -.. ,wP,,,,,.. ., . -t 4-. • , ' 4,..-, - . ' 4, 'V 10 - -1,:''D ''.:;- i'. 4 . .. *., ,..-. ,. ...,. r• '. . -:_4'-a... n a 1.;I -, basement _ -v-* -1_ .., .„-,.- 41 , ,.. .., 4‘,...4 .... - -4. 7 --,As! ' *-. .. -,- me .-- - . • - - W. , .- „; ' i E HW 000 AVE :- , . -.;41- • -,--' ...1 ; . e 1..-,,v ns..,, .,. Conyer _ Sherman Ave N 0 R T H EAST Northampton SOLARENERGY INDEPENDENCE 4 2A V / 21 t. 1 a . 1122 t. 1 4 * 1123 t. 1 ,4. • 1 / 24 t. 0 025 r 0, 1�• M ? _ 0 11 a 1 0 17 19 to _ __ to 1 to- t, -to - - _ -to. ' to 1 ._ ,0 1 01 . 1 01 01 01 . 1 01 01 . 1 . J i CI , ION 6 18 ii . 101 4. 14 / 1601 iiiihz- 20 to to t• 1 ter1 to too 1 to 2. 1 to .p- 01 0. 1 0 1 • 1 - 1 �-. 1 • 1 1 1 1 Vreeland Design Associates An integrative approach to design engineering and site planning Date: January 9, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Stella Conyer, 10 Sherman Ave, Northampton, MA: Structural assessment of existing house roof to support proposed PV solar panel array. I have investigated the existing roof framing in the area of the proposed PV solar panel installation. The 26'x 32', 2-story gabled roof house was constructed in 2022. 25 PV solar panels are to be installed on the southeast facing roof. The house roof is framed with 2x10 rafters installed 16" on-center, spanning 12'-6" with an 8/12 pitch. 2x8 attic floor joists are secured to the bottom of the rafters preventing the roof from spreading. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed PV solar panel array. 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 rafter, the house 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, � \,tN OF Mgssgc DAVID A. VREELAND ^tIA"A VitAAJZ.J , CIVIL `' No. 46317 " David Vreeland, PE 1/4"Vreeland Design Associates " �� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 f SOLAR'S MOST TRUSTED ,'` E C .„i 1; .i • iiiki ... _ xr „...._..........,......rimi,.......„.„.,...._,. pi, REt ALPH ® PRODUCT SPECIFICATIONS EXPERIENCE RECfirSi 405 WP 25 YEAR PROTRUST WARRANTY 20.3 T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED 1821t2.5[71.71-0.1] -; CERTIFICATIONS _ 28[1.11 901[35.5] 460[18.1] IEC 61215.2016,IEC 61730:2016,UL 61730 \'- A _ -`/ IEC 62804 PID r I 153.7[6.05] - IEC61701 Salt Mist t i 1100[43.31 t ��, IEC 62716 Ammonia Resistance n UL61730 Fire Type Class 2 6.0t0.2 IEC62782 Dynamic Mechanical Load _ [024t0.01] IEC61215-2:2016 Hailstone(35mm)g. 0 IEC 62321 Lead-freeacc to RoHS EU 863/2015 `^•:o o IS014001:2004,1509001:201 5,OHSA518001:2007,IEC62941 1tt02 F c E n f7OAt0A ]d InrCrtek Lead-Free zostos 1 �` 1200[47.2] - f WARRANTY •u ( a [0.8±0.02] I t Standard REC ProTrust 111 1537[6.05) •+� + t Installed by Professional Certified -.� Solar Professional No Yes Yes t 45[1 8] 22s fo.91 671±3[26.4±0.12] 40(1 System Size All 425 kW 25-500 kW -.I .2] Product Warranty(yrs) - 20 25 25 Measurements in mm[in) Power Warranty(yrs) 25 25 25 yr GENERAL DATA Labor Warranty(yrs) 0 25 10 132half-cut REC heterojunction cells Staubl[MC4PV-KBT4/KST4,12AWG(4mm2) Power in Year l 98% 98% 98% Cell type: with lead-free,gapless technology Connectors: in accordance with IEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of 22 cells in series IP68 only when connected Power in Year 25 92% 92% 92% 0.13in mm)3.2See warrantydocumentsforcetails.Conditionsapply Glass: ( solar glass g Cable: 12AWG(4r , PVwire.43+47in(1.1+1.2m) anti-reflection surfac e t reatm ent accordancewith EN 50618 MAXIMUM RATINGS Backsheet: Highly resistant polymer(black) Dimensions: 71.7 x 40 x1.2 in(1821 x 1016 x 30 mm) Operational temperature: -40...+185°F(-40...+85°C) Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: I000V 5 0 3-part, Maximum test load(front): +7000Pa(146Ibs/sgft)' 1 Junction box: • inaccordancewithIEC62790 Origin: MadeinSingapore Maximum test load(rear): -4000Pa(83.5lbs/sgft)' p ELECTRICAL DATA Product Code':RECxxxAA Pure Max series fuse rating: 25 A S ....-- Max" Max reverse current: 25A 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/n5 0/+5 Design load-Test load/1.5(safetyfactor) c Nominal Power Voltage-VMep(V) 41.2 41.5 41.8 42.1 42.4 f TEMPERATURE RATINGS' ti H Nominal Power Current- 9.35 9.40 9.45 9.51 9.56 Nominal Module0peratingTemperature: 44°C(±2°C) i 1/1 u Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMA.: -0.26%/°C Short Circuit Current-Isc(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient ofVoc: -0.24%/°C Power Density(Ns gft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient ofIsc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The tempera tore coefficients stated are linear values ILOW LIGHT BEHAVIOUR N Power Outut-P P MAX(W P) 293 297 301 305 309 Typical low irradiance performance of module at STC: F Nominal Power Voltage-VMq,(V) 38.8 39.1 39.4 39.7 40.01,5 o g Nominal Power Current-IM,(A) 7.55 7.59 7.63 7.68 7.72 0 ' N Z ,- . Open Circuit Voltage V°C(V) 45.7 45.8 45.9 46.0 46.1 9 d 7 Short Circuit Current-I,(A) 8.16 8.20 8.24 8.28 8.32 ig " 0. Values at standard test condklons(STC air mass AM1.5,irradiance10.75W/sgft(l000W/m'),ten' atue77°F(25°C).basedonaproduction cc spread with atoleranceofP ,V«&lsc±3%withnonewatt class.NominaIrno eoperatingtemperature(NMOT:airmassAM1.5,irradiance 'm m '- m - m - '- 800 W/m2,temperature68°F(20°C),wirdspeed 3.3ft/s(1 m/s).*Where)om indicatesthe nominal power Bass(PM�)at STC above. Irradiance(W/m') Founded in 1996,REC Group is an international pioneering solar energy e I�" R E C 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 n , `O headquarters in Singapore,REC also has regional hubs in North America, •.t!,'t Europe,and Asia-Pacific. 'If�fi Brim'_;" /`r►. IRON RIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless *44",,,,,_:: /,,, extreme weather events. Not just the worst storms in years, / f - but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing �`// i ` + enough to buckle a panel frame. f E heir superior spanning capability ftp-.., ' requires fewer roof attachments, � � \, � reducing the number of roof *�� penetrations and the amount of installation time. °� CI / 1..�i. 410011 lik& / Force-Stabilizing Curve e,, 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 n - is specially designed to increase strength in both directions while resisting the twisting.This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series rr r^-1 FlashFoot and compatible with a range of tilt leg aluminum alloy,then protected with an IIoptions for flat anodized finish.Anodizing prevents surface11 other pitched roof 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" 6' 8' 10' 12' 90 120 • None 140 XR10 160 • 90 120 20 140 160 30 • .y. 160 90 • 40 160 • 80 160 120 160 'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. CO 2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,��_ IRON RIDGE 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 Three-Tier Water Seal the lag bolt and locks into place with a simple 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. 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 4 • 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 0 A) Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. O a Rounded Corners Makes it easier to handle and insert under the roof shingles. • •O - @ Reinforcement Ribs •fi Help to stiffen the flashing and prevent any bending or ' crinkling during installation. Benefits of Concentric Loading 1200 - o loos ` Traditional solar attachments have a horizontal offset between the rail and lag BOO �' —• .cempimor bolt, which introduces leverage on the lag $ � °-- 6a0 bolt and decreases uplift capacity. ffs 41)0 -.Loyr•oa.0 carp.Mkw FlashFoot2® is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger ., I 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 ���_