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44-014 (23) BP-2023-0011 254 OLD WILSON RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 44-014-001 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-2023-0011 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 79569 ASSOCIATES LLC 1061 13 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: PHIPPEN, EDITH &ADAMS, BRIAN Lot Size (sq.ft.) Zoning: SR/WP Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 01/05/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 60 PANEL 24.3 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: • )2 . Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner DocuSign Envelope ID: B3860EC?-C40B-403C-8A22-68D21 D7A6B31 Departrnen:use C y 'J z0 Ci:y of Northampton Sta-�s of Permit N c N Bd Id rig Deoar.mert Curt CuteDrivveway Permit .. 1- 0. 212 Main Street SewerlSeptic Availability t .6 "rn Raom 100 Water/Well Availability _z Northampton. MA 01:60 Two Sets of Structural Plans phone 4 1 3 587-1240 Fax 413 587-1272 PlotlSite Plans Other Specify' APPLICATION TO CONSTRUCT, ALTER, REPAIR. RE4OVATE OR DEMOLISH A ONE OR TIRO FAMILY DWELLING SECTION 1 -SITE INFORMATION J This section to be completed by office 1.1 ProoertsrAddres6 254 Old Wilson Rd Map Lot Unit Florence MA 01062 Zone Overlay District Elm St.Distr.ct CB District SECTION 2-PROPERTY OWN ERSHIPiAUTHORIZED AGENT 2.1 Owner of Record: 9 Hayward Rd Brian Adams Florence MA 0 062 ',aria iyrrt; —Docubignea by: DUrtGrr,Mating Arit-1,-ss &Ai/KS 413-586-3063 5.3o8 ?=*1-eeo.,4z Telephprg Sgnatum 22 Authorized Agent A , ,.•llik a•! Molar _ 136 Elm St, Hatfield, MA 01038 Vane(PnntJ 41, IA7 1 Currerr,61aiirtir,A,nr1ras 413-247-6045 _ Sign ature ��` '� I Teldphur e 4Ff:TION 3-ESTt ',.T- • fig i •, S Item i Estimated Cost(Dollars)to be Official Use Only completed by permit applicant I. Building i (a}Building Permit Fee 2. Electrical (b)Estimated Total Cost cf Construction from{6a 3. Iumbirrg Building Permit Fee 4. Me 6116 4. Mechanical rHv'AC 5. Fire Protect_e, 6. Total = Il y 2 t 3 •1 - j $79,569 Check Number . ,973 Y 9' This Section For Official Use Only g/�_4 " iss Building Permit Number: // issued: Signature: // I- 5- ZO Z 3 Huirinr, I; mm„_cannrpr Irspgc r rY Hulr1ii Dale DocuSign Envelope ID B3860EC2-C408-403C-8A22-68D21D7A6B31 Section 4. ZONING All Information Must lie :nmpletrd. Permit Can Se Dented Due To Incornplcte inforrnatlon Existing Proposed Required by Zoning Th*e;y,lumn IV k*c lillod itt I Dui:ding Deparancr. Lot Size Frontage — 4 Setbacks Front 51�C L: R:--- L: _R: f._ Rear . _ Building Height Bldg. Square Footage Open Space Fatagc {f el Irma-sinushd�.f urkinpj of Parking Spaces Fill: tvulurae&Locator} A. Has a Special Permit/Variance/Finding ever been issued for/on Lie site? NO 0 DON?KNOW ® YES 0 IF YES, date issued: IF YES: Was the permit recorded at tie Registry of Deeds? `•0 0 DON? KNOW Q YES Q IF YES: enter Book Page and/or Document# Q. DO CS he site c.arltai- a brook, body of water or wetlands? NO DONT KNOW 0 N'ES 0 IF YES, has a crrni; been or need to be rJ)ta'ned fro.- the Conservation Commission? Needs to be obtained Obtained l Date Issued: C. Do any signs exist on the property? YES ,C) NO c IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO IF YES, describe size, type and location: E. 'Mll the construction activity dsturb rring, ading, cavation.or filling)over 1 acre or is it part of a common plan that will disturb over 1 acne'? YES NO IF YES.then a Northampton Scam Water Management Permit from the DPW is required_ DocuSign Envelope ID:B3860EC2-C40B-403C-8A22-68D21 D7A6B31 ;SECTION S-DESCRIPTION OF PROPOSED WORK Icheck all aenlicable) New House ❑ Addition ❑ Replacement Windows Alterations) Ej Roofing n Or Doors El Accessory Bldg. Li Demolition ❑ New Signs (©I Decks j=j Siding ID) Other(gill Bnef Description of Proposed Install 60 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 ea.if Now house and or addition to existing housing.complete the following: a. Use of building:One Femty 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 Woodstaves Number of each g. Energy Conservation Compliance_ Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is constructor! within 100 yr. floodplain Yes No I. 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 wager Supply SECTION la-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Brian Adams ,as Owner of the subject property hereby authorize Northeast Solar to act on my behalf,Rr tillt14M$bPelalive to work authorized by this building permit application. britUA, it1L ,s 8/31/2022 4411 5iyna:urr of GAMY \-�ytltl1V14h15UU441... Chile _ J 1, Gregory Garrison/Northeast Solar ,as Owner'Authorized 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 herne AY t 5ivialureof Owner' aril t ■L. DocuSign Envelope ID:B3860EC2-C40B-403C-8A22-68D21D7A6B31 SECTION 8 -CONSTRUCTION SERVICES B.1 Lcensed Construction Supervisor: Not Applicable 0 PYti11..p Baunsgard Name of Licerse Ho4cnr CS106113 license Nurrber 4_ ,-:i_ri ad ..o_r1in, 01343 6/7/23 �dctr� Expirdlivi =a.e 413-247-6045 si, 19 Freinnp 9. Registered Home Improvement Contractor: Not Applicao e 0 Northeast Soar 169641 Company Name Registration Number 136 Elm. L , HctLLield, Ma 01039 7/13/23 Address Expiration Dale Telephone 413 -2 4 7-E 0 4 5 Nt SECTION 10- • OtIAPENSA ION INSURANCE AFFIDAVIT(M.G.L. c.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submtted with this applicabon. Failure provide this affidavit will result in the denial of the issuance of the building perms. Signed Affidavit Attached Yes....._.X] No 0 11. - Home Owner Exemption 'The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2 fan,i!_c and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor, CMIR 780, Sixth Edition Section 1083,5.1, Definition of Homeowner: Person(s'i who own a parcel of land on which hc.shc resides or intends CO reside,on which there is,or is intended to he, 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,cr. a form acceptable to the Building Official,that hefshe shall be responsible for all such work performed under the building permit. As acting Construction$upertlsar your presence on the job site will be required from time to time,during and upon completion of the work for which this pctmit 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 thc Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. Tlx 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:B3860EC2-C40B-403C-8A22-68D21D7A6B31 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: 2 c—1 O L P its✓ / /z -) — The debris will be transported by: t "t-- (2e-c-L) Ir �I `� The debris will be received by: Val) y l '\ ermAS l�lal� Building permit number: Name of Permit Applicant : 1\1_G 12'Kt-6 (,Q0 ��Si ✓1 12/26( 2' _ Date ignature of Permit Applican The Commonwealth of+llassaclausetts Department of Industrial Accidents Office of Investigations Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.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 app rop riate box: Business Type(required): 1. ✓❑ I am a employer with 17 employees(full and! 5. ❑Retail or part-time).* 6. ❑R e staurantJB arJE ating E stablishm ent 2.El I am a sole proprietor or partnership and have no 7. ❑Office arid/or S ales(incl. real estate, auto, etc.) employees working for m e in any capacity. [N o workers' comp.insurance required] 8. ❑Hon-profit 3.0 We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemptiotiper c. 152, §1(4), and we have 10.0 Manufacturing no employees. [No workers' comp. insurance required]** 4.0 We are a non-profit organization, staffed by volunteers, 11.12Healthcare with no employees. [No workers' comp. insurance req.] 1212Other 710( f.91 4\5 *Any applicant that clucks boi#1 mist also fill out the sectionbelcw shaving their workers'conipestsaticn in£onnatio¢t **If the corporate officer haw exempted tlnnaelves,but tie corpsati_nhas otierernployees,a workers'compensation policyis required and such an of a i honshould cluckbcc:#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance C=panyName:New York Marine and General Insurance Company Insurer's Address: 254 Old Wilson Rd Lot 1 City/State/Zip: Northampton MA 01062 P olicy# or S elf-ins.L.ic T #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 Section25A ofMGL 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 may be forwarded to the Office)of Investigations of the DIA for insurance coverage verification. I do hereby certify; under . ns an pen,: 7t erjury that the information provided above is true and correct. Signature: `` f / Date: 2/18/2022 •PhonF 413-247-13045 •IA �,lip t Official use only. Do not write• area. to be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): I.Board of Health 2.Building Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: Client#: 169764 NORTSOL ACORD,,,, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY)os/1a/zoaa 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,Ext): (NC,Na): 144 Gould Street,Suite 100 E-MAILSS: ga � P Joanne.Ho n a icbrokers.com ADDRE Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAICM 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 InsuranceCompany11123 Hatfield, MA 01038 INSURER D: INSURER E: r— 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. ADDLTR TYPE OF INSURANCE INSRL SUBR POLICY NUMBER (MM/DD/YCY YYY) (MMID0//YY YXYPY) LIMITS A X COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACHEpAqC�p OCCURRENCEEECpp $1,000,000 _ CLAIMS-MADE X OCCUR PRE MISES(EaEoggence) E300,000 MED EXP(Any one person) 85,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- PRODUCTS E2 000,000 POLICY X JECT LOC r OTHER: E D AUTOMOBILE LABILITY 5909629 07/08/2022 O7/08/2023 i COEa acciMBINEDdent)SINGLE LIMIT ,�1r000r 000 ANY AUTO BODILY INJURY(Per person) $ _ OWNED X SCHEDULED BODILY INJURY(Per accident) E _ AUTOS ONLY AUTOS X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE E AUTOS ONLY (Per accident) S B X UMBRELLA LAB X OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE S1,000,000 EXCESS LAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION E10000 S C WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 X STR OTH• AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE E1,000,000 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 #S4219995/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 8 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 B GREGORY GARRISON 136 ELM ST rioi,� HATFIELD,MA 01038 Not .it• without signature Undersecretary Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards C onstructton Supervisor CS-106113 Elcpires:06/07/2023 PHILLIP BAUNSGARD';J 41 HEATH ROAD : COLRAIN MA 91340 '• Commissioner d ►. UGrcii•� __ The - Berkshire• Design °' IV1C1111 eleC C a•..n Group Inc .s dabvww..e.s f � Yxx A.. r Nfrpv.wYy panel on 440* ""4 °"� 061119910 11 •.{.t. 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U f«1.Mrs.IYw ., j a1LE l Ie :.a ...np e�.r.4es M!4.n.la. f a:.t. . ewe.wwar s+ht G stale �.�.. ,..., ro,a r...., $"Mr.'"Mr.'ar i� • -- ra i.• .a.+.aw-wlrl Wiiiii rsmwo — • S.-.... 41..0 a se....a _ •avh au nrn-104i. ioaw A,.•w l f��» 1a1, ,...., aB�y� B. . -� r,a..w _; 1 of 1 Brian Adams 254 Old Wilson Rd Lot 1 414 I I 0 I/1 of Northampton Ma 01062 Northeast Solar 17.4 kW AC Vreeland Design Associates An integrative approach to design engineering and site planning Date: December 28, 2022 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Brian Adams and Morey Phippen, Pine Meadow Lot 1, Northampton, 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 on the house for the proposed PV solar panel installation. 34 PV solar panels are to be installed on the front south facing roof of the new house. The roof framing of the 36'x 44', contemporary saltbox style house are 2x4 top and bottom chord roof trusses, designed and manufactured by UFP Belchertown, LLC, installed at 24" on-center, spanning 36' with a 7/12 roof pitch. The trusses have been designed for a 35 psf roof snow load, a 15 psf dead load on the top chord, and a 117 mph Vat 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. 1‘k OF Sincerely, ��, c �// DAVID A. y VREELAND / CIVIL V " No. 46317 David Vreeland, PE "°�b�G�srEt ° Vreeland Design Associates cSioNAL '\ 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 6214-3282 -lii'-" IIIMNIIIM �.,� 1 11M1111 � ! !IHIIIU!J SOLAR' ,, S MOST TRUSTED il! R E C \'' ' ,,„ \ , , , .„, ,,,...44' • Rw , �. fr.,If . S t k 5 1011litr y '4 da d { afie,a ,G [^ if �1� �," �4 d�P � V�i � 6^ r 4 � rYJivu,:rNriaama ..... RELALPHOC® PURE SERIES 4. PRODUCT SPECIFICATIONS EXPERIENCE ► * REC , 4O5w P 25 YEAR PRUTRUST 20.E �T2 WARRANTY LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED 1821±2.5[71.7±0.11 CERTIFICATIONS ..28[1.11 901[35.51 `� 460[18.1] IEC 61215:2016,IEC61/30:2016,UL61730 A - el°, IEC62804 PID 153.7[6.05] IEC 61701 Salt Mist 1100[43.31 t 1/4, - \ IEC 62716 Ammonia Resistance J UL 61730 Fire Type Class 2 6.0±0.2 IEC 62782 Dynamic Mechanical Load -- [0.24±0.01] -- +� d IEC 61215-2:2016 Hailstone(35mm) . IEC 62321 Lead-free acc.to RoHS EU 863/2015 +� O r ISO14001:2004,ISO9001:2015,OHSAS18001:2007,1EC62941 0 0 [0.43t0.01] krtn4k Lead-Free 20.5±0.5R ] ' ��� 1200[47.2] - WARRANTY [0.8t0.02] a Standard RECProTrust S 153.7[6.051 Installed by an REC Certified r r>-- r ° - ., r Solar Professional No Yes Yes A 45[1.8] 22.5[0.9] 671±3[26.4±0.12] System Size All c25 kW 25-500 kW r30[1 21 Product Warranty(yrs) 20 25 25 Measurements in mm lin] A Power Warranty(yrs) 25 25 25 GENERAL DATA LaborWarranty(yrs) 0 25 10 132 half-cut REChetero'unctioncells Power in Year] 98% 98% 98% 1 StaubliMC4PV-KBT4/KST4,12AWG(4mm) Cell type: withlead-free,gaplesstechnology Connectors: in accordancewithlEC62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of 22 cells in series IP68 only when connected Power inYear25 92% 92% 92% See warranty documents for details.Conditions apply Glass: 0.13 in(3.2 mm)solar glass with Cable: 12AWG(4mmz)PVwire,43+47in(1.1+1.2m) anti-reflection surface treatment accordance with EN50618 MAXIMUM RATINGS Backsheet: Highly resistant polymer(black) Dimensions: 71.7x 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: 1000 V 3part,3bypassdiodes,IP68rated Maximum test load(front): +7000Pa(146lbs/sgft)' f. Junction box: naccordancewithlEC62790 Origin: Made in Singapore Maximum test load(rear): -4000Pa(83.51bs/sgft)' to A Max series fuse rating: 25A 5 ELECTRICAL DATA Product Code':RECxxxAA Pure Max reverse current: 25 A Power Output-PMAx(Wp) 385 390 395 400 405 •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 NominalPowerVoltage-VMpp(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' LI Nominal Power Current-Lipp(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(12°C) , 1.11 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(W/sgft) 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 temperature coefficients stated are linear values t LOW LIGHT BEHAVIOUR o Power Output-PMA0(WP) 293 297 301 305 309 Typical low irradiance performance of module at STC: NominalPowerVoltage-VMpp(V) 38.8 39.1 39.4 39.7 40.0 zNominal Power Current-IMpp(A) 7.55 7.59 7.63 7.68 7.72 X o Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 d - . f Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 W - a a cc Values at standard test conditions(STC:air mass AM 1.5,iirraclance 10.75 W/sq ft(1000 W/ml,temperature 77T(25'C1 based on a production re spreadwith a tolerance ofP Vac&Ix±3%within onewatt class.Nominal module operating temperature(NMOT:air mass AM l.5,irradiance °' -' -° -° '- -° - 800 W/m°,temperature 68°F(20°C),windspeed 3.3 ft/s(1 m/s).°Where xxx indicates the nominal power class(Pom)at STC above. Irradiance(W/m°I Founded in 1996,REC Group is an international pioneering solar energy r company dedicated to empowering consumers with clean,affordable I� 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 wwwrecgroup.com panels it manufactures. Headquartered in Norway with operational °: '0 headquarters in Singapore,REC also has regional hubs in North America, '�..w Europe,and Asia-Pacific. r$' t ❑� -} • . . ;. IRON RIDGE 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, / / 71' 74 but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing `' enough to buckle a panel frame. --- tt XR Rails are the structural backbone preventing these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. , ... / ---, j,,_ Their superior spanning capability / requires fewer roof attachments, reducing the number of roof 1' penetrations and the amount of installation time. 1 /`'.'"1 / .-. ,-„ ,,,,,,, '''''''''''''*4'''' / . . :: 7w Force-Stabilizing Curve qq��� . Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them It to bend and twist.The curved shape of XR Rails p#0)44.'- . is specially designed to increase strength in both directions while resisting the twisting.This unique 0 feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials 1 XR Rails are IronRidge offers All XR Rails are made of 6000-series r L r.....) compatible with a range of tilt leg aluminum alloy,then protected with an FlashFoot and �-1 options for flat anodized finish.Anodizing prevents surface other pitched roof 1 I roof mounting and structural corrosion,while also providingWilk ' ' attachments. applications. i a more attractive appearance. 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) � .:. ' � .r`' ' 12' 90 120 None 140 XR10 XR100 XR1000 160 90 120 20 140 160 90 30 -- 160 90 40 _. 160 80 160 120 160 ..:i4 +4r.ri+: • `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 ,��_ IRONRIDGE FlashFoot2® The Strongest Attachment in Solar I 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 1' L .twist-on Cap perfectly aligns the rail attachment with theq lag bolt to maximize mechanical strength. I . .,. R Twist-On Cap ... FlashFoot2®'s unique Cap design encapsulates _� I the lag bolt and locks into place with a simples , � � Three-Tier Water Seal '. twist.The Cap helps FlashFoot2®delive, � � superior structural strength,by aligning s FlashFoot2®'s seal architecture utilizes three layers of protection.An elevated the rail and lag bolt in a concentric : platform diverts water away,while a stack of load path. ti rugged components raises the seal an entire x' inch.The seal is then fully-encapuslated by the Cap. FlashFoot2®is• the first solar `- i attachment to pass the TAS-100 Wind-Driven 11 r . 4 It s 4pppp Ai 1 II Single Socket Size (4101) A custom-design lag bolt allows you to install FlashFoot2®with. the same 7/16"socket size "(4. used on other Flush Mount ' Water-Shedding Design An elevated platform diverts water away from the water seal. Installation Features B 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 Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 n Traditional solar attachments have a € - _ horizontal offset between the rail and lag ROO - "" ituiset,p Gamper* bolt, which introduces leverage on the lag a 6. bolt and decreases uplift capacity. aJU y LeaveoM Conpalla. FlashFoot2® is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger t 2 3 attachment for the system. Rait.to.Lag Offset on) 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.