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36-392 (3) BP-2022-1669 140 EMERSON WAY COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 36-392-001 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-2022-1669 PERMISSION IS HEREBY GRANT. D TO: Project# solar 2022 Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 43000 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: SMITH,MATTHEW&GOTTSCHAL LAUREN Lot Size (sq.ft.) Zoning: SR Applicant: NORTHEAST SOLAR DESIGN ASSOC IATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 01/03/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 33 ROOF MOUNT SOLAR PANELS 13.2KW 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: s IRDIT Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:AA7AAAE6-C176-487D-BEF4-F1DD7E1515F0 /----- r'ci\ Deparbnent use only y.. , ;�,, City of Northampton Sta-..s of Permit: �Fc ./,\,., Building Department Curt Cu_iDri'.�eway Permit -2c 9 212 Main Street Se vertSeptic Availability y�G��n Room 100 Waterf'.`iell.�:vailabili'y , , �� Northampton, MA 01060 Two Sets of Struct.•3 Plans -% phone 413 5117.1240 Fax 413.5137-1272 P1otSIt€ Plans 'y9�AccC Other Soecfy I APPL°ICJ TFON TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION _-..._..-___----- This section to be completed by office 1.1 Prooerty Address 140 Emerson Way Map C ' Lot S G ' _ Unit Florence MA 01062 Zone Overlay District _ Elm St Dlttrict CS District SECTION 2-PROPERTY OWN ERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: 140 Emerson Way Matthew Smith Florence MA 0'i 062 verve(Pnntj oocuSigned by: ���okuv Curren Mating Address' 7glgphprg�� ! 413-214-1001 $ _haring 9rif-.1305At/44DU. 2.2 Authorized Agent N..••-�•ast!golar 136 Elm St. Hatfield. MA 01038 *len'e(Pnnti ----- Curren;Muni;Addmas• J. 413-247-6045 Signaluro 4 t40# Tdnphur a ell C.. - i�t -�6. 't' . k PS. Item Estimated Cost(Dollars}to be Official Use Only corrpieted by permit applicant 1. Building (a)Building Permit cee 2. Electrical (b)Estimated Total Cost of Construction from (S) 3. Plumbing Building Permit Fee L-17; 4. Mechanical(HVAC) 5.Fire Protectcn 6. Total ={1 *2+3+4 *5} $43,000 Check Number d,.%)j, r / /This Section For Official Use Only Building Permit Number b lP l (i Issm � Issued: Signature: / ------ - 3-2023 BIACting Corer iSToOnen'Irspei or of Su Date DocuSign Envelope ID:AA7AAAE6-C176-487D-BEF4-F1DD7E1515F0 Section 4. ZO'.ISG Au information Must Se Completed. Permit Can Se Denied Due to Incomplete mfonnation Existing Proposed Required by Zoning This adurmi iu l,C fillod in by Dui:ding Deparrnc Lot Size Frontage ___ Setbacks Front Sj L: L: R. Rear • �-- Building Height Bldg. Square Footage '1a Open Space Footage - es.or me -ni,ws h�9t,tYc F++eJ varkinaI u of Parking Spaces FILL {vnlur_x&Locatoo? • A. Has a Special Permit/Variance/Finding ever been issued for/on the site? HO 0 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW Q YES IF YES: enter Book Page andror Document et B. Dues the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES O IF YES, has a permit been or nccC to be obtained from the Conservation Commission' Needs to be obtained 0 Obtained i , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: 0. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO c IF YES, describe size, type and Location: E. Will the construction actnnty iiaturb(t5ring,grading, =, cavation,or filling}over 1 acre or i s it part of a raw plan that will disturb over 1 acre? YES NO .4111 IF'YES.then a Northampton Storm Water Management Permit from the DPW is required. DocuSign Envelope ID:AA7AAAE6-C176-487D-BEF4-F1DD7E1515F0 SECTION S-DESCRIPTION OF PROPOSED WORK(check all applicable) New House [1 Addition ❑ Replacement Windows Aiteration(s) n Roofing ❑ Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs (O] Decks ICI Siding 10) Other(RI Brief Description of Proposed Install 33 solar panels on Roof Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovebng unfinished basement Yes No Plans Attached Roll -Sheet Ga.If Now house and or addition to existing housing.comoleht the following: a. Use of building : One Fundy Two Family Other b. Number 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 Woodatoves Number of each g. Energy Conservation Compliance_ Massc ieck Energy Compliance form attached? h. Type of construction Is construction within 100 ft.of wetlands? Yes No. Is construcbon within 100 yr. floodplain Yes No 1. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION la-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Matthew Smith , as Uwner of the subject property hereby authorie Northeast Solar to act on my behalf,in all mactersrkifittgoedttiwprk authorized by this building permit application. flitA ,W SKI& 11/16/2022 Si arum or Owner 9r3F3305AE744DD.. Ds k, I, Gregory Garrison/Northeast Solar ,as OwnerrAuthorized Agent hereby declare that the statements and information on the foregoing application are true and accurate.to the best of my knowledge end belief_ Signed under the pains and penalties of perjury. Gregory Garrison Print Name is Sivieurr of Owner Ageril DocuSign Envelope ID:AA7AAAE6-C176-487D-BEF4-F1DD7E1515F0 SECTION 8-CONSTRUCTION SERVICES $.1 Licensed Construction Supervisor: Not Applicable 0 Phillip Baunsgard Name of License Holder. C510 6113 License Number 41 Hea:h Rd Colrain, Ma 0 40 6/7/23 Andress A EXpIr&6un Diet! 413-247-6045 Sign relgphpn 0,Registered Hems Imerever rent Contractor Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 Elm S Hatfield Ma 01038 7/13/23 Address Expiration Date 1 All LI Telephone413-247-6045 kf/PA Ai Auk SECTION 10-WO-. -•- • • PENSATION INSURANCE AFFIDAVIT IM.6.L c.152.§25C(8)) Workers Compensation Insurance affidavit must be completed and submitted with this applicabon. Failure to proode this affidavit will result in the denial of the issuance of the building pemit. Signed Affidavit Attached Yes....._.Xl No 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and CO allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts sinertisor. CN1R 78e. Sixth Edition Section 108.3.5.1, Definition o(Homeowner: Person(s)who own a parcel of land on which hclshc resides or intends CO reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and;or farm structures. A person who constructs more than one home In a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable CO the Building Official,that hershe shall be pesoonslble for all such work nerformed Ender the bnild[a nermit, As acting CoCongigisiion$upen•Lsor your presence on the job site will 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,you may 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:AA7AAAE6-C176-487D-BEF4-F1DD7E1515F0 City of Northampton 212 Main Street, Northampton, MA 01 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that a a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properl1 licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: 11-tr) ' 01014 6,,vi uvaiv The debris will be transported by: PO( 64- r GCeAA, The debris will be received by: MIA- (C S bu " t--el(K_ Building permit number: Name of Permit Applicant : 6'''������ ID�K- 5st/v Date S gnature of Permit Applicant The Commonwealth of Massachusetts Department of Inchistrial Accidents = Office of f Investigations 1 Congress Street, Suite 100 '•pz'= Boston, MA 02114-2017 www.metss.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly 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. ❑Restaurant/13ar/Eating Establishment 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 m e in my capacity. [No workers' comp.insurance required] 8. ❑Non-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. [No workers'comp.insurance required]** 4.0 We are anon-profit organization, staffed by volunteers, 11.12Health Care with no employees. [No workers' comp. insurance req.] 12.18[Other Solar Panels *Any applicant that checks box#1 must also fill cut the sectionbeloN shaming their workers'conrpensation policy information **If the corporate officers have exempted themselves,but the corporation has other employees,aworkers'compensation policy is 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 CompanyName:New York Marine and General Insurance Company Insurer's Address: 140 Emerson Way Lot 48 City/State/Zip: Northampton MA 01060 P ahoy# or Self-ins.Lic. m #WC202200019843 Expiration Date: 7/8/2023 Attach a copy of the workers'comp ensatio n p olicy declaration page (showing the p olicy number and exp iratio n date). Failure to secure coverage as required under Secti on 25A ofMGL c. 152 canleadto 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify,under the pains and penalties of pedury that the information provided above is true and correct. Signature: "Ler,��' D ate: 11/16/2022 Phone#413-247-6045 Official use only. Do not write in this 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#: rrx'v.mas s gov/dia Client#: 169764 NORTSOL ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYW)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 NAMEACT Joanne Hogan Edgewood Partners Ins. Center PHONE FAX (A/C,No,Eat): (A/C,No: 144 Gould Street,Suite 100 E-MAIL ADDRESS: Joanne.Hog an aP icbrokers.com Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIC# 781 455-0700 INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:Capitol Indemnity Corporation 10472 Northeast Solar Design Associates, LLC INSURER C.New York Marine And General Ins Co 16608 136 Elm Street SafetyFirst Insurance Company11123 INSURER D: Hatfield, MA 01038 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TH 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 ADDLSUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD (MMIDD/YYYY) (MMIDDIYYYY) A X COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $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 RO- POLICY X PET LOC PRODUCTS-COMP/OP AGG`$2,000,000 OTHER: $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 07/08/2023 COaMBIaccident)NED SINGLE LIMIT $1,000,000 (E ANY AUTO BODILY INJURY(Per person) $ - OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIREDNON-OWNED PROPERTY DAMAGE $ v AUTOS ONLY y 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 STATUTE OTH- ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/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 If yes,describe under DESCRIPTION OF OPERATiONS below E.L.DISEASE-POLICY LIMIT $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 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 ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #54219995/M4219992 JHO01 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'ation date. If found return to: Registration Expiration Office of Con mer Affai and Business Regulation 169641 07/13/2023 1000 Washin n Street Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA 8 GREGORY GARRISON i 136 ELM ST 2 f t-L ,;a(eorl HATFIELD,MA 01038 Not Ii without signature Undersecretary Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards C o nstructPbnlStlpervisor CS-106113 = s3ires:06/0712023 PHILLIP BASGARD; U I ,M 1 41 HEATH ROAD V COLRAIN MA..411340 /I, Commissioner deci !� Jtyrt�,ca i K y a- `" s� rik : � : yr- e � S . F ���. _ Ry ' • 4,i71.:•'.4",' 61'il4'''''; '("'Ir.,4'."''',i.:[tItIrir!'',.. '..''. FiM - r iY' . .mob j�, k d'3,a "'.. y ._ [,. - � Main electric a �. panel in a -� basement • yy� x, T v w s t s ti a y b ,'(((!ll,,,___"""�j . k. ""a�' r;`-xawa ":'aaa�:, .. . Roof mounted soar array wi 1 � t, 33x REC modules and = - - 33x Enphase IQ8Plus-72-2-US microinverters v' ' Lauren Gottschalk 140 Emerson Way Lot48 NORTHEAST Florence SOLAR INDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: November 18, 2022 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Matthew Smith 140 Emerson Way, Florence, MA: Structural assessment of new house roof to support proposed PV solar panel array. I have reviewed the roof truss design and the framing details of the new house for the proposed PV solar panel installation. 33 PV solar panels are to be installed on the south facing roof of the 2- story garage wing. The 21'-8"x 44' garage wing roof is framed with a combination of scissor designed trusses and Fink designed trusses installed 24"on-center, spanning 21'-8" with a 12/12 roof pitch. The roof trusses were designed and manufactured by UFP Belchertown, LLC, and have been designed for a 35 psf roof snow load, a 15 psf dead load on the top chord, and a 117 mph Vurt basic wind speed. 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 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. O F Mg Sincerely, c,P\�� SS 4 41" DAVID A. Cy VREELAND V, �." CIVIL No. 46317 "' David Vreeland, PEoF � \�� Vreeland Design Associates FSSIONALE.NG 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 027 ti�vt1028 ' k. r-1029 .. r ib030 '� -1e31 "� • 1�1i32 =J -1033 =o •1 — 0 , ' .. O , ' ;0 •_., 62 , „.:.. L 1 t 1 }[:,a i `,?I ! ..'F 1 t:'•1 C.!" [ off 1 ;"1 :.1' i . 1 ..'1 -k" ~4 Gg' -' S, C '# ,f ."' ,,.' '?d14 11.-is'y-i; '. ,dd - 1,.# _-. 1 ?f 1 ,..„.:a,,,,k41-..5- ,. ;ry: :.., 1' Gi.:.�"i3"s` .4.'3 ,.' ., 7�+ ., 4y.";;a""`-'n':^+*'''......�70--;.77.��-*' ww;mfi .*IwziCe721%r _ i."p :'3'k4,43:'Idk"":a F`o4a;.. SOLAR'S MOST TRUSTED (1 .tR C C '...), : \ . i _, A\ \ , ,,, ,.c., ....fh {v'f "Lc,, 4,-2 i' : __ _ „�:, . ... ... :z, , _ _ , .... .. ...„..„,...„ ow ,,, REEALPHOC® PURE 5ERIE5 PRODUL I SPECIFICATIONS iiiwakgi 4 EXPERIENCE REC 4O5w 25 YEAR PROTRUST WARRANTYZ0W/.3 T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED 1821t2.5[71.7to.1] CERTIFICATIONS _ _ a _ 28[1.1] 901[3551 460[18.1) IEC 61215:2016,IEC 61730:2016,UL61730 %•- ° ;✓' IEC 62804 PID 153.716.051,, IEC 61701 Salt Mist t 1100 143.31 t ._... ..... 62716 v UL 6730 1730 Ammonia Resistance m Fire TypeClass2 6.0±0.2 IEC 62782 Dynamic Mechanical Load -- 1024±0.011 -- ^ st st IEC61215-2:2016 Hailstone(35mm) R. A IEC62321 Lead-free acc to RoHS EU 863/2015 o15014001:2004,ISO9001:2015,OHSAS18001:2007IEC62941 qz[0A3± a n C E 0 D E / qz[0.43t0.01] `a . Inter tel.. Lead-Free = WARRANTY F. 205±0.5 _ 1200[47.21 - [0.8±0.021' Standard REC ProTmst 53 1 .7[6.05] t j• Installed No Yes Yes T__I p. -d d_. .- --' Solar Professional f45[1 sl 22.5[o.91 671 t3[26.4 t0.121 System Size All <25 kW 25-500 kW rI t30[1.2J Product Warranty(yrs) 20 25 25 Measurements in mm[ink T Power Warranty(yrs) 25 25 25 GENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC heterojunction cells StaubliMC4 PV-KBT4/KST4,12AWG(4 mm2) Power in Yearl 98% 98% 98% Cell type withlead-free,gaplesstechnology Connectors: in accordance with IEC62852 Annual Degradation 0.25% 0.25% 0.25% 6strings of 22 cells in series IP68ony when connected Power in Year 25 92% 92% 92% See wa rranty documents for details.Conditions apply Glass: 0.13in(3.2 mm)solar glass with Cable: 12AWG(4mm2)PVw[re,43+47[n(1.1+12m) anti-reflection surfacetreatment accordancewith EN S0618 MAXIMUM RATINGS Backsheet: Highly resistant polymer(black) Dimensions: 71.7x40x1.2in(1821x1016x30mm) Operational temperature: -40...+185°F(-40...+85°C) " o Frame: Anodized aluminum(black) Weight: 451bs(20.5kg) Maximum system voltage: 1000 V 8 3-part, Maximum test load(front): +7000Pa(146lbs/sgft)° r Junction box inaccordancewithlEC62790 Origin: Made in Singapore - s Maximum test load(rear): -4000Pa(83.5lbs/sgft)' Max series fuse rating: 25A 6 ELECTRICAL DATA Product Code*:RECxxxAA Pure Power Output-P.(Wp) 385 390 395 400 405 Maxreversecurrent: 25A •See installation manual for mounting instructions. a Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) g o Nominal Power Voltage-Vrop(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' ;, H Nominal Power Current IMw(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(±2°C) , Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAx: -0.26%/°C Short Circuit Current-Is,(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient ofVoc: -0.24%/°C Power Density(W/sgft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient of Ise 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values N Power Output-P (WP) 293 297 301 305 309 LOW LIGHT BEHAVIOUR V P. Typical low irradiance performance of module at STC: Nominal Power Voltage 38.8 39.1 39.4 39.7 40.0 x Nominal Power Current IMeP(A) 7.55 7.59 7.63 7.68 7.72 4 kri Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 " 0 Short Circuit Current-I,(A) 8.16 8.20 8.24 8.28 8.32 a 11, cc Vakiesatstardardtestconditions(5TC:airmassAMl.S,irradiance10.75W/sgft(1000W/m',temperature77°F(25°C),basedonaproduction 1 spread wnhatoleranceofPM�x,Vac&Is,t3%withinonewatt class Nominal module operating temperathre(NMOT:air massAMl.5,irradiance 800 W/m°,teuyet ature68°F(20°C),windspeed 3.3 ft/s(1 m/s).*Wherexxx irdicatesthe nominal powerclass(PM0,)at STC above. Irradiance(W/m')� Founded in 1996,REC Group is an international pioneering solar energy OA R r/- 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 I '�° headquarters in Singapore,REC also has regional hubs in North America, a,.� Europe,and Asia-Pacific. )C[. 'l ❑° 4.° . /fir IRON RI DGE 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 n„- twist-on Cap perfectly aligns the rail attachment with the lag bolt to maximize mechanical strength. P • 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. 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 f S 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-Shed 4 ing Design An elevated platform diverts water away from the water seal. 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 , A (#11 %:, Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 0 sFd. 7 woo Traditional solar attachments have a _ horizontal offset between the rail and lag B°0 •"""`"vI® pburr bolt, which introduces leverage on the lag a ron ad bolt and decreases uplift capacity. 4.Jauo i Lwwco•ogimmax FlashFoot2® is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger a l 2 3 attachment for the system. Raii•to.Lag OffsetOn) 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. 0 2022 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 ,/�_ /AYIlk IRON RIDGE 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, r but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing '" f enough to buckle a panel frame. 4, 7- f ii, XR Rails are the structural backbone preventing these results. They resist uplift, protect ".--:-... — i i against buckling and safely and efficiently transfer loads into the building structure. 4/aP: 441P ''----- --- Their superior spanning capability -, ij requires fewer roof attachments, ar reducing the number of roof penetrations and the amount , al% of installation time. r, . 4, a; / Ito-•,,,_ ID ,-., 0,---'146'%%„ k.. Force-Stabilizing Curve ,ram'\ 4Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails j ''-.,, is specially designed to increase strength in both 411.111111:041 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 ow compatible with a range of tilt leg aluminum alloy,then protected with an r^ FlashFoot and options for flat anodized finish.Anodizing prevents surface 1 other pitched roof roof mounting and structural corrosion,while also providing idli -' 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' I I 90 120 None 140 XR10 , ' 160 „Aa.104, 90 120 20 140 160 90 30 160 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. ©2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,��_