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24C-154 (10) BP-2023-0190 55 ARLINGTON ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24C-154-001 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-2023-0190 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 15495 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 SCHRADER ROBERT W&CAREN M WEINER & Use Group: Owner: ARIELLE BROSGART Lot Size (sq.ft.) Zoning: URB Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 02/16/2023 TO PERFORM THE FOLLOWING WORK:. INSTALL 10 PANEL 4.05 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: (P • lie )2 • pirr Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:CA2AAFCF-0D61-4D2B-8B00-30F8CA95B3C4 Sdheadzr H ' Department use only City of Northampton Status of Perrnt: /<`�® �,� �''r Building Department Curt Cut'Dri�.�eway Permit • 212 Main Street Sevw'er'Septnc Availability �`>,os_ ,s Room 100 Water'Well Availability -y, cp Northampton. MA 01060 Two Sets of Strucnlral Plans �jygGi �'>. Mane 413-587-1240 Fax 413-587-1272 Plot'Site Plans >�-.o '� Other Speaiy 1 APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prooertw Addreee: 55 Arlington St Tfilss section to be completed by office map A�C, Lot 2 Unit Northampton MA 01060 Zola Overlay District Eim St District CO District SECTION 2-PROPERTY OWNERSHIPIAUTHORMED AGENT 2.1 Owner of Record: 55 Arlington St Bob Schrader Northampton MA 01060 'lame(PnntJ uocubugnea oy Curren,Won,Andress' g4GtAt S a ,. 413-687-1806 T elephprs 734A9MDC-7724CC S ignatUre 2,2 Authorized Agent North_.:.,t Se r= 136 Elm St, Hatfield, MA 01038 Vgrre(Pnntj Curren-, tailn,ACdress' 1 r 413-247-6045 Signature kW( �/t`it / iim Telephare 177 Item Estimated Cost(Dollars)to be Official Use Only corrpieted by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) , 3. Plumbing Building Permit Fee 4"--"" -- 4. Mechanical(l-{VAC) 5. Fire Protector 6. Total =(1 *2 +3 *4 * 5) $15,495 Check Number a a6/ 7 �/ Thks Section For Official Use Only Building Permit Number: Dabs g—01-3 -/7 Dabs Issued: Signature: / �'( 2- a, ZD 43 Building COTINSWIenIrtspeclor of Buedilgs Date DocuSign Envelope ID:CA2AAFCF-0D61-4D2B-8B00-30F8CA95B3C4 Section 4. ZONING iui Information most Be Completed. Permit Can de Denied due Id Incomplete Information Existing Proposed Required by Zoning Thn atunnl Iul,c rllcri in by 1uing raeparaner: Lot Size Frontage Setbacks From _— Side t: R: R. Rear J Building Height Bldg. Square Footage Open Space Footage . {r.,l zrr1.4 +nuuxl'_134p„;I :arling I n of Parking Spaces Fill: r,,alurr.e 8;Lo:acao? A. Has a Special. Permit/Variance/Finding ever been issued forion the site? NO Q DON?KNOW 0 YES 0 IF YES, date issued:[ IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES Q IF YES: enter Book Page and for Document 4 B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW O i 0 IF YES, has a ermit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained I , Date Issued: C. Do any signs exist on the prooetty? YES NO a IF YES, describe size, type and location: D. Axe there any proposed charges to or additions of signs intended for the oroperty ? YES 0• NO IF YES, describe size, type and Location: E. MI the construction activity dsturb(d anng,grading, cavation.or filling}over 1 acre or is t part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Perrot from the DPW is required. DocuSign Envelope ID:CA2AAFCF-0D61-4D2B-8B00-30F8CA95B3C4 $ECTIION 3-DESCRIPTION OF PROPOSED WORK(check all saollcehle) New House [-I Addition ❑ Replacement Windows Alteration{s) ❑ Roofing ❑ Or Doors 0 Accessary Bldg. ❑ Demolition ❑ New Signe (C) Decks ICI Sliding IC] Other(RJ Brief Description of Proposed Wes: Install 10 solar panels on Roof Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes __No Plana Attached Roll -Sheet OIL If new house and or addition to updating hoodoo.coniololia followina: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction_ Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodetoves Number of each g. Energy Conservation Compliance_ _ Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplein Yes No j. Depth of basement Cr caller floor below finished grade k. Wilt building conform to the Building end Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION Ts-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLES FOR BUILDING PERMIT Bob Schrader as Owner of the subject property hereby authorize Northeast Solar to act on my behalf,in alt"111 POI$YIve to worts authorized by this building permit application. relax- Sa ra,Lt r 10/14/2022 Si mire or Owner (s4AFiAAul.JJ14l,l. . Dale Gregory Garrison/Northeast Solar ,as ownerJAuthorized 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 Name ti• ^ 1 /2 Siglaeure of OwneciAgent ( •, DocuSign Envelope ID:CA2AAFCF-0061-4D2B-8B00-30F8CA95B3C4 SECTION 8 -CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 A' ill_p Baunsgar'd Mama of Licerne Holder CS 10 5113 License Nun-her 41 :- .a•_:t Rd Colrain, M. 01340 6/7/23 rLSd a zpiratiun Dee 413 -247-6045 it is i •Igphona 9. Registered Home Improvement Contractor: Not Applicable ❑ Nor' :i(2.as I: .Eo—ar 163641 Company Name Registration Number 136 Elm St, Hatfield, Ma 01039 7/13/23 Address ExpirationDale _� � ■' Telephone 413 2 4 7-6°4 5 : • ,..r,„„ ,, SECTION I i 'a - 1 PENSA '`a N INSURANCE AFFIDAVIT CM.G.L. c. 152,§25Ci6)) Workers Compensation Insurance affidavit must be corrcieted and subrrelte'i wih this appl eaten. Failure to proode this affidavit gill result in the denial of the issuance of the building perms. Signed Affidavit Attached Yes....... I No_._... 11. — Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or CJ,'o0;21) families and to allow such homeowner to engage an individual for hire who does not ccrssess a license,provided that the owner acts es superr-isor,C IR iao. Sixth Edition. Section 1083 5,I, Definition of Homeowner: Person(a)who own a parcel of land on which he;she resides or intends to reside,on which there is,or is Lntonded to be. a one or two family dwelling,attached or detached structures accessory to such use and or farm structues. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "honxowncr"shall submit to the Building Official,on a form acceptable to the Building Official,that heyshe shall be responsible for all such work performed under the buildlne oertnit. acting ConstrucySuperrisor 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 p€rson(s) you hire to perform work for you under this permit. Tlx undersigned"homeowner" certifies and assjunes responsibility for compliance with the State Building ,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature DocuSign Envelope ID:CA2AAFCF-0D61-4D2B-8B00-30F8CA95B3C4 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: �LC AC(Aly--0,7‘' The debris will be transported by: /V S ue_ _. The debris will be received by: U S1` Building permit number: Name of Permit Applicant : Date Signature of Permit Applicant The Common-wealth of Massachusetts Department of Industrial Accidents .......71,_7......amma . VV.:N.... Office of Investigations 1 Congress &wet, Suite 100 Boston, MA 02114-2017 -www.mass.govidia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly Business/Organization Name: Northeast Solar Address:136 Elm St. Icit,p'state/74,:H atfield, MO 0111:38 phone #:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): 1.El I am a employer with 17 employees(full and/ 5. 0 Retail or part-time).* f.S. 0 R e staurantiE ar/E.ating E.s tabli slam ent 2.El I am a sole proprietor or partnership and have. no 7. El Office and/or S ales(indl. real estate, auto, etc.) employe es w orking for me in any capacity. [No workers' comp.insurance required] s. 0 N on-p.ofit 3 0 .C.7,.Te are a corporation and its officers have exercised Y. El Ente,rtainm ent their of exemption per c. 152,§1(4), and we have right10.11 Manufacturing no employees. [No workers' comp. insurance re quired]** 11.p.HealthCare 4.El r,.A.7e are a non-rd.ofit or ganiz ati on, staffed by volunteers. with no employees. [No workers' Cf/Ttp. insurance req.] 12.0 Other C(.,----r */)...riy applicant that check.;b.=#1 mast also fill outthe secfionbelow slow irg their wotken'compensation pDay iittiori. **if tie corporate officer have exempted tlertrelves,b,ut tire cotpDraticat has other employees,.11,1°1:kers'cumpmsaiion Macy is tequited and mch in oganizaiionshoiti C l'ECI:box 41. I am an employer that is providing,workers.'compensation insurance for my employees. Below is the policy information. Ina r ance C ornpany N arne:New York Marine and General Insurance Company I nsur er's A&Jr ess: 55 Arlington St **Solar** cityaeRlzip: Northampton MA 01060 # WC202200019843 7/8/2023 P oli cy# or S elf-ins.L.ic. - Expiration Elate: Attach a copy of the workers' comp ensationp olicy declaration page (showing the p airy numb er and exp iration date). F ailure to secure coverage as required under Section 25A of I',.,'IGL. c. 152 can lead to the imposition of criminal penalties of a fine up to$1,'01-1 il I-1 anVor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$25u tiu a day againgt,the violator. Be advised that a copy of this statement may be forwarded to the Office,of Investigations of the DIA for ino ance coverage verification. I do hereby certify, under the i, •• d ) al : • o ,0 spay that the information provided abow is trim and correct. Signature' . D ate T 10/1 4/2022 • . Phone# 41 3-2 47-60 45 Official use only. Do not write in weo, 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#: 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 Pr 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 (A/C,No,Ext): I(AIC,No): 144 Gould Street, Suite 100 E-MAILDSS Joanne.Hogan@epicbrokers.com Needham, MA 02494 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 C 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 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 ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR AND POLICY NUMBER (MMIDD/YYYY) (MMIDDIYYYY) LIMITS A X COMMERCIAL GENERAL UABILITY PK202200025855 07/08/2022 07/08/202 EACH OCCURRENCE $1,000,000 CLAIMS-MADE n E OCCUR PREMISES(Eaoccurrence) $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 n JECT I LOC PRODUCTS-COMP/OPAGGI $2,000,000 OTHER: $ D AUTOMOBILE UABILITY 5909629 07/08/2022 07/08/2023 COMBINED SINGLE LIMIT (Ea accident) s1,000,000 ANY AUTO BODILY INJURY(Per person) $ — OWNED ONLY X SCHEDULED BODILY INJURY(Per accident) $ AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X 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 OiH- ANDEMPLOYERS'LIABILITY YIN STATUTE ER 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 $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of insurance 21-22 Master CERTIFICATE HOLDER CANCELLATION City of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #54219995/M4219992 JHO01 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC Registration: 169641 NORTHEAST SOLAR DESIGN ASSOCIATES, LLC Expiration: 07/13/2023 136 ELM ST HATFIELD, MA 01038 Update Address and Return Card. Office of Consumer Affairs 8 Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp' ation date. If found return to: Registration Expiration Office of Con mer Affair and Business Regulation 169641 07/13/2023 1000 Washin n Street Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA 8 GREGORY GARRISON 136 ELM ST /wr�fCf <GbsdG HATFIELD,MA 01038 Undersecretary Not h Without signature • Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards ConstrttCti'Dihl$Upervisor CS-106113 4 Eit�pires:06/07/2023 PHILLIP BAUNSGARD,, 41 HEATH ROAD , a COLRAIN MA411340 - 1tJ/ ' . Commissioner :'. ,. - `� S '� r !fir L ., ' . .4 .• .., 41i% it, ..414101 , , •,s, .....4 , , fa - - 4 '',."4...4 - • 40,s I " .` i" �� � I 1 y 1,.^ /� 'lam „.-is `. , I ;QUIT �� . -1... ,.._ - -,...r.. , .,.'.v, .. j5k". 14.-.....,-, ...4, - 3 al ' :-4.1 1.l'.:.,.,7::,--.lj....11123.1 44.' 4€t Est-? kt:. r .n , By x_ .. 3 NEW: Roof mounted solar array 1 i , x kx Yam ,' ` . {r. with 10x REC modules and ' 10x Enphase IQ8PIus-72 2-US ` 41Ir,.-1=° ., microinverters - .i: E , Existing solar array. * App ID unavailable ` j fi_ � < ' , '' .y 3.8 kW AC it lit ' tt y * Main electric -- �4• ifs l i p panel in 'A "�` - ,: basement r b e e t ''''.. ' ii- "Waist,' .a.4.!.b. 4* '''' I'd' 1: - " Robert Schrader 4 Aj#, 55 Arlington St **Solar** Northampton, Ma 01060 Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: February 14, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Bob Schrader, 55 Arlington Street, Northampton, MA: Structural assessment of addition roof to support proposed PV solar panel array. I have investigated the roof framing for the proposed PV solar panel installation. The 1-story, 26'x 26' addition off the north gable end of the original house was constructed in 2016. 10 PV solar panels are to be installed on the west facing roof of the addition. The addition roof is framed with 2x10 rafters installed 24"on-center, spanning 12'-6"with a roof slope of 4/12. 2x10 ceiling 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 solar panel unit weight of 46+ Ibs, 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 addition 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, ��'P�N OF MgsS9c 2 DAVID A. y cl VREELAND ^, l f zE o CIVIL v No 46317 David Vreeland, PE ,,\ a„G ��, Vreeland Design Associates �b'�FS\S/ONAL '� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 I {4 • f-+ ' e —a —a ay Ln CO 4YA 1111, ••••11 ...a =ma a SOLAR'S MOST TRUSTED v., REC REE ALPHCX, PRODUCT 5PECIFICATION . „ EXPERIENCE REC 405WP 25 YEAR PROTRUST WARRANTY 20.3 .1-2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE PRODUCT SPECIFICATIONS SOLARS MOST TRUSTED 1821125(71.7±0.1] --... CERTIFICATIONS �- za[l.l] 901[35s] ir____ aeo[la.l] IEC 61215.2016,IEC 61730:2016,UL61730 \."- ° .` IEC 62804 PID 153.7[6.05] IEC 61701 Salt Mist 11M-k, v IEC62716 Ammonia Resistance UL61730 Fire Type Class 2 6.0±0.2 IEC 62782 Dynamic Mechanical Load [0.24±0.01] r. o* _ o IEC61215-2:2016 Hailstone(35mm) Tr IEC 62321 Lead-freeacc to RoHS EU 863/2015 ,-.i 2 IN 6914001:2004,1SO 9001:2015,OHSA518001:2007,,IEC62941 ,*o 0 1 o 11t0.2 a ® �ET�' C E I I ffr ,o[0.4310.01] t VS . Intertek Lead-Free /MU; WARRANTY F 20.510.5 1200[47.2] - [0.8±0.02] Standard REC ProTrust i 153.7(6.05] •• Installed byan REC Certified V .7.- e o-.-_ ___.._- -_---.-„% Solar Professional No Yes Yes - as[1.8] zzs[o.e] 671±3[26.4±0.12] • System Size All 425 kW 25-500 kW 1 1 30[t.z] Product Warranty(yrs) 20 25 25 Measurements in mm[inl Power Warranty(yrs) 25 25 25 GENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC hetero'unctioncells Power in Year 1 98% 98% 98% ] StaubliMC4PV-KBT4/KST4,12AWG(4mm2) Cell type: withlead-free,gaplesstechnology Connectors: in accordancewithlEC62852 Annual Degradation 0.25% 0.25% 0.25% 6stringsof22cellsinseries IP68 only when connected Power inYear25 92% 92% 92% 0.13in(3.2 mm)solarglasswith 12AWG(4mm2)PVwire,43+47in(1.1+1.2m) See warranty documents for details.Conditions apply Glass: Cable: anti-reflectionsurfacetreatment accordascewithEN50618 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 451bs(20.5kg) Maximum system voltage: 1000V 3-part,3bypassdiodes,IP68rated Maximum test load(front): +7000Pa(1461bs/sgft)' r Junction box: Origin: Made in Singapore inaccordancewithlEC62790 Maximum test load(rear): -4000Pa(83.5lbs/sgft)" go ELECTRICAL DATA Product Code*:RECxxxAA Pure Maxseriesfuserating: 25A o Max reverse current: 25A v PovaerOutput-PMAX(Wp) 385 390 395 400 405 'See installation manual for mounting instructions. i Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safetyfactor) c o_ Nominal Power Voltage-VMq,(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' LI Nominal Power Current-IMp(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(±2°C) Q to Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMA.: -0.26%/°C Short Circuit Current-I,(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient of Voc: -0.24%/°C Power Density(W/sgft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient oflx: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values ut P W LOW LIGHT BEHAVIOUR c Power Output- mx( P) 293 297 301 305 309 Typical low irradiance performance of module atSTC: > i_ Nominal Power Voltage-Vmpp(V) 38.8 39.1 39.4 39.7 40.0 c5 O 4 Z Nominal Power Current-IMP,(A) 7.55 7.59 7.63 7.68 7.72 - N Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 9 Short Circuit Current-I,(A) 8.16 8.20 8.24 8.28 8.32 w ` 0_ a ° Values at standard test conditions(STC:air massAM1.5,[rrad[ance10.75 W/sg ft 0000 W/m'),temperattre 7TF(25°C),based on a production cc cc spread with atoleranceofPM,x,Voc&Ira±3%withnonewatt class Nominalmoduleoperatingtemperattre(NMOT:air mass AM1.5,irradiance .. . ,. . . ®. , 800 W/m',temperature68°F(20°C),windspeed 3.3 ft/s(1 m/s).*Wherexxx indicatesthe nominal powerclass(PM�)at STC above. Irradiance(W/m') >eea. .... - r.�, ,awvr�. ,-,a. ::., Founded in 1996,REC Group is an international pioneering solar energy ' I�`^rC 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 ww.vrecgroup.com panels it manufactures. Headquartered in Norway with operational 1p ' .! headquarters in Singapore,REC also has regional hubs in North America, '�..ti Europe,and Asia-Pacific. ¢r., I it}'f•9 . // IRONRIDGE XR Rail Family Solar Is Not Always Sunny ,reT - Over their lifetime, solar panels experience countless f { extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of 1 ripping panels from a roof, and snowfalls weighing ,_ /I/ i ,z. enough to buckle a panel frame. f 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. -,.._ „ -- - _ Their superior spanning capability � �e requires fewer roof attachments, ; ,41%-..„,reducing the number of roof k ~� penetrations and the amount of installation time. , vF,a 0 '. .. -- Y a y~ 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 ' .,.---"' , . t 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 sib compatible with a range of tilt leg aluminum alloy,then protected with an FlashFoot and options for flat anodized finish.Anodizing prevents surface other pitched roof 'jai roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. SI 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. 1111 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' =MI 6' 8' 10' 12' 90 120 None 140 XR10 160 90 120 20 140 160 y .r 90 30 160 90 40 160e 80 160 120 160 'T.rAble is meant to be a simp ed 5;; 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 ,��_ //r IRONRIDGE 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®delive 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-encapuulated by the Cap. FlashFoot2®is the first solar attachment to pass the TAS-100 Wind-Driven 4 oft • • ol Single Socket Size w A custom-design lag bolt allows you to install FlashFoot20 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 (A) Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. ORounded 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. D�� Benefits of Concentric Loading Imo n � _ Traditional solar attachments have a S' - horizontal offset between the rail and lag B°° -- •''`a""do 4,Lra!o Garobtibie bolt, which introduces leverage on the lag a 5°n bolt and decreases uplift capacity. t, aw; -- -*wr.cval cap,wa► FlashFoot2® is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger o f 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 ,A�_ The Commonwealth of Massachusetts a b , W Board of Building Regulations and Standard F6 Massachusetts State Building Code, 780 CIS 1 S MUN1 IPAL FY (90 SE >` Building Permit Application To Construct,Repair,Reno iate"Oj • ` lish a Rev' ed Mar 2011 One-or Two-Family Dwelling yO'�c� This Section For Official Use Only '-•Mgooro Buildin Permit Number: o N� P"y3—! Date Applied: 455 J�/ 2- I t, ZOZ3 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 224 Spring St,Northampton,MA 01062 C 03 vJ i 1.1 a Is this an accepted street?yes no Map icier Parcel Num er 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 Piovided 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 ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Valerie Bunnell Northampton,MA 01062 Name(Print) City,State,ZIP 224 Spring St (781)249-7688 art@valeriebunnell.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other 0 Specify:Solar PV Brief Description of Proposed Work2:Installation of a 38 panel roof mounted PV array.System size 15.2kW DCI7.6kW AC. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $17,457.30 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $32,420.70 ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ Check No. ,Yi I theck Amount: Cash Amount: 6.Total Project Cost: S 49,878 0 Paid in Full 0 Outstanding Balance Due:_ SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-106329 03/14/2024 MAYA FULFORD License Number Expiration Date Name of CSL Holder List CSL Type(see below) u 159 CLARK DRIVE No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) GUILFORD VT 05301 R Restricted 1&2 Family Dwelli Yg City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-772-8788 BUILDINGPERMITS©PVSQUARED.COOP I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 140077 9/15/2023 PIONEER VALLEY PHOTOVOLTAICS COOP HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 311 WELLS STREET,SUITE B BUILDINGPERMITS©PVSQUARED.COOP No.and Street Email address GREENFIELD MA 01301 413-772-8788 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 p No . [7 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Pioneer Valley Photovoltaics Coopertive to act on my behalf,in all matters relative to work authorized by this building permit application. SEE ATTACHMENT (A) SEE ATTACHMENT(A) Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. t 2-3-2023 Print Owner's or Authoz zed Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.goi'/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"