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38B-129 (7) BP 2022-1543 46 COLUMBUS AVE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 38B-129-001 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-2022-1543 PERMISSION IS HEREBY GRANT, D TO: Project# 2022 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 17810 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: CROSS CHERYL J&DEBORAH J BR CE Lot Size (sq.ft.) Zoning: URB Applicant: NORTHEAST SOLAR DESIGN ASSOCI TES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 12/05/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 11 PANEL 4.455 KW SOLAR SYSTEM ON SHED ROOF 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: ijr°1 • l Fees Paid: S75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:D6AC3932-D4E6-4735-9C44-1C33B581312DA - f ./5,��, use c City of Northampton !�`�, ( Ma sa Plonkrt Building Depament % \ ,CorbOACitbuttrwwiPon* 212 Main Street NOk 111.4011SepticAvellibillty Room 100 zo ^ Wor/WeIM*J ilky Northampton, MA 010 <; Sad Pions phone 413-587.1240 Fax 413.5f3M Plsiu '- -Ali, APPLICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR>,EMOLISH A ONE OR TWO FAMILY DWELLING SECTION I -SITE INFORMATION 1,1 Prooarty Addreet _ This section to be completed by Mkt* 46 Columbus Ave Map 3 d Lot i 2 / unit Northampton MA 01060 Zone OvwtayDistrict j Elm St District____ __._. .-___ CS District_._— SECTION 2-PROPERTY OWNERSIIPfAUTHORIZED AGENT . 3.1 Owner of Record: 46 Columbus Ave Debin Bruce Northampton MA 01060 ::: 4g...,...,-, 1 3 2 Authorized Aunt' N. ---as •Iar 136 Elm St. Hatfield, MA 01038 Vaera(Print) r Cur*sn Milling As dwra im 413-247-6045 5raryilutn / 4i Tttarahci•.a ,�FCTIt'f1i1,'�- �. ," STRI�,N CQSTa item : Estimated Cost(Poears)to be °Mcsal Jae Only i cormieted by permit aooticant , 1. Budding (a)Budding Permit Fee 2. Electrical (b}Estimated Total Cost of i Construction from 1E) 3. Plumbing Building Permit Fee i y'1 --7es.. 4. Mechanical(HVAC} 5 Fire PrOtectoei 6. Total = 1 » 2+3 *4 . 5) $17,810 Check Nunityer .4 a a Q y This Section For Official Use Only _ Budding Permit Number: jV'' s ?` /5-1- ) Issued: i���Signature: /G //- ✓v-zo Z Z St* IG Conmi uonerlirep. ar o'But yrgs Dale DocuSign Envelope ID:D6AC3932-04E6-4735-9C44-1C33B58812DA Section 4. ZONING A: anlrrmatieer=Mast lie r,omplrtrr,, Permit!an Br Der,rfl Our To Incrxmplrtr IntrrrnatIrr Existing Proposed Required b} Zoning 1Sua.,>>nu i:krarracr. Lot Size Frontage Setbacks Front Si& L. R: L. R. Rear Budding Hcight Bldg.Square Footage -, Open Space Footage t.; .d ssrs powil nurxingl a of Parking Spaces Fill: rAaiur a AL,Locus-n) A. Has a Special Permit/Variance/Finding ever been issued for!on tine site? NO 0 DONT KNOW Ci9 YES 0 IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document a B, Does the site contain a brook, body of water or wetlands? NO Cie,t DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation; Commission? Needs to be obtained 0 Obtained O , Date Issued: C. Do any signs exist on the property? YES () NO IF YES,describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES C) NO IR IF YES, describe size, type and location: E. Will the Construction activity dsb.ero( arng,7aong, cavatian.or filling}over 1 acra or;s pail of a mer plf n that*tit disturb over I acre? YES hC IF'YES.ther a Northampton Storm Water Atanagement Permt from the DPW is reguired. DocuSign Envelope ID:D6AC3932-D4E6-4735-9C44-1C33B58B12DA SECTION S-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition n Replacement Windows Alteratton4s) ❑ Rooting ❑ Or Doors L3 Accessory Bldg. ❑ Demolition ❑ New Signs (Oj Decks IC) Siding io) Other(RI Beef Description of P•ooased Install 11 solar panels on Roof worn: Alteration of existing ceCroom Yes No Adding new bedroom Yes No Attached Narrative Rerovetng unfinished basement Yes No Ptans Attached Roil -Sheet to if New house and or addition to existing housing.complete the following: a. Use of building : One Fatuity Two Farm}, Other o. Nun er of rooms in each family unit: - Numr,er of Bathrooms____ c. Is there a garage attached? d. Proposed Square footage a1 new construction. Dimensions ^_� a. Number of stories? f. Method of heating? Fireplaces or Woodetoves Number of each g. Enemy Conservation Comdtance. Masacrieck Energy Ccrnpiianoe form attacrec? h. Type of construction Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. f►oodptein Yes _ No Depth of basement or cedar floor betow finished grade k. Wilt building conform to the 8urlo,ng and Zoning regulations? Yes Na. I. Septic Tank City Sewer Private well C.ty water Suppty SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I Debin Bruce ,as Owner of the suclect property hereby euthorize Northeast Solar to act on my benad,,rVimatters•e►ative to wont authonzeo t'y this building perm;aPoljcation. Si bare of Own 24-Dal f Gregory Garrison/Northeast Solar ,as C!wner;Authonzec Agent hereby declare that the statements and mforrnaton on the foregoing appiicafon are true anc accurate.to the pest of my icncwiecge and 06101. Signed under the pains and penalties of perjury. Gregory Garrison Print Aamn Sitnnr:urn of OAnrrAronni r DocuSign Envelope ID:D6AC3932-04E6-4735-9C44-1C33B58B12DA SECTION a -CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable Phillip 3aunsgard Kama of License M -.. .-_._ C S 10 6113 Lr ri t!slumber _ 4_ rim- 'i .:i '_'rLrli.', '�ru C134� 6/7/23 Paid,j‘A 413-247-LC45 Signa i re !'ore !,itriedinneed Hogs MI lent Contractor-, Not Applicable 0 Northeast Solar :..69641 Company Nam& Registration Number 136 Elm St , Hatfield, Ma 0103.8 7/13/23 Address 1 Expiration Date Telephone413-247-EC45 ,/ ; A_ SECTION 10- ••• _�: . • PENSATIO• INSURANCE AFFIDAVIT(M.O.L c.152.4 2SC(6)) Workers Compensation Insurance affidavit must be completed an submitted with this applicator. Failure to prot+de this affidavit willresult in the denial of the issuance of the building permit. Signed Affidavit Attached Yes.....-.rl Na 0 11. -Home Owner Ezemotion The current exemption for"homeowners-was extended to include Owner-occupied Dwellings of one t,l) or Cwo(2)families and co allow such homeowner to engage an individual for hire who does not possess a license,provided that t e owner acts as supervisor, C SIR 780.1ixth Edition Section 108.3.5.1, D itten of Homeowner: Person(s)who own a parcel of land on which he she resides or intends to reside,on which there is. or is..ntendcd to be. a one or ra,a family dwelling,attached or detached str.ienires accessory to such use and':or farm structures. A person wbo constructs more than one home in a two-}ear period shall not be considered a homeowner. Such "homeowner"shall submit co the Building Official,on a form acceptable to the Building Official,that he,lsllte shall be Tesponstble for all such work performed under the baildlne oermi6 As acting f'onatrnednn StjerbLseir your presence on the job site will he required from time to time,during an upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter J52 (Workers' Compensation) and Chapter ]53(Liabilityof E. pioycrs to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you mail be Habit for person(st you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Bolding Code,City of Northampton Ordinances,,State and L; ;l Zoning t aws and State of Massachusetts General Laws Annotated. Homeowner Signature r . DocuSign Envelope ID:D6AC3932-D4E6-4735-9C44-1C33B58B12DA 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: W �' C,�Mb� �� ������'"� � �' Nl The debris will be transported by: /vas 5 C`r The debris will be received by: USA c- ' Building permit number: Name of Permit Applicant : 001ZA1/1"--ot6t— 59 11122/z2 Date ignature o mit ant The Commonwealth of Massachusetts Department of Industrial Accidents _•zit= Office of investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 •�•.` www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly Business/Organization Name: Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield,Ma 01038 Phone #:413-247-6045 Are you an employer?Check the app rop riate box: Business Type(required): 1.0 I am a employer with 17 employees(full and! 5. ❑Retail or part-time).* 6. ❑RestaurantlBarfEatingEstablishment 2.❑ 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 any 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 10.1=1 Manufacturing no employees. [No workers'comp.insurance required]*" 4. We are a non-profitorganization, staffed by volunteers, 11.❑HealthCaCre with no employees. [No workers' comp. insurance req.] 12.2/Other c�3 lemr *Any applicant that checks box#1 trust also fill cut the sectionbelow shop/jig their workers'compensation policy information **If the corporate officer have exempted thermelves,but the corporation has other employees,awotkers'conipensafion pnl;cyis sequined and such an otgani2ation should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance C ompany N ame:New York Marine and General Insurance Company Insurer's Address: 46 Columbus Ave cityi'State/zip: Northampton MA 01060 Policy# 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 expiration date). Failure to secure coverage as required under Section25A of MGL 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 a STOP WORK ORDER and a fine of up to$250.00 a clay 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 certrfy, wader th• rrs are 7t perjury that the information provided above is into and correct. Signature: D ate: 7/28/2022 Phone# 413-247-604, � 1111P Official use only. Do notwre . • 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.CitylTown Clerk 4.Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: vr',w.nta s govldia Client#: 169764 NORTSOL ACORD„ CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 07/11/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions t{r be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Joanne Hogan Edgewood Partners Ins. Center PHONE FAX - (A/C,No,Ent): (A/C,No); 144 Gould Street, Suite 100 E-MAIL Joanne.Ho an a icbrokers.com Needham, MA 02494 ADDRESS: g @ P 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 New York Marine And General Ins Co 16608 INSURER C 136 Elm Street SafetyFirst Insurance Company 11123 INSURER D: P Y Hatfield, MA 01038 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP/Y LIMITS LTR INSR AND POLICY NUMBER (MM/DDYYY) (MM/DD/YYYY) A COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE S1,000,000 E 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 PRO- POLICY JECT LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 07/08/2023 waM&NEDtSINGLE LIMB $1,000,000 ANY AUTO BODILY INJURY(Per person) $ _ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY (Per accident) B UMBRELLA LIAR OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED X. RETENTION$10000 $ C WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 sT TUTE EOTH R AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 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 C NCELLED BEFORE am P THE EXPIRATION DATE THEREOF, NOTICE WILL E 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 #S4158822/M4158819 AFE01 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC NORTHEAST SOLAR DESIGN ASSOCIATES, LLC Registration: 17 136 ELM ST Expiration: 07//13/13/ 2023 HATFIELD, MA 01038 Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the expiation date. If found return to: Registration Expiration Office of Cons mer Affai and Business Regulation 169641 07/13/2023 1000 Washin n Street Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA 6 GREGORY GARRISON 136 ELM ST „4, sf HATFIELD,MA 01038 Undersecretary Not It without signature Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Const oettOtYStprvisor CS-106113 54:tires:06/07/2023 PHILLIP BAUNSGARD, 41 HEATH ROAD A COLRAIN MA411340 ,tle Commissioner dada to C i' '4*).' • , 4 0 • . * , ,„ 4, .' er• ',. - •-•sit it- •7'. ' .,--... -..--,y. -- , . ,.. *",*•,_.` - / dr' . .,' : '.t.. „A ,.., • 1 7- -',-.-.4.-•• , • . • " -x , -.4;It'; f.'• * ' . ' • U.' - , . . - . :44 . • .. ,.. .,. ' :'...4 •te • i. • . .4. - 4, , - 44-,- • '..- 4 .. 7- 44, .0"16;441#_ . li ,i .44 . 0 . # ae.,' . % 100100 : 1 k .-.;?. -O,•l t Roof mounted solar array with ) 4 ,s,..,. .'• .4-1.,4..,':..,. 1. .111111‘ ' ' • \.: . ,,,.• . ,. , ..,,,, " • „.4._ _ 4tre N 4 1 lx REC modules and ,.-.. lb 4 •411,' , - , ..,,.1 ....,. , • -' 1 1 x Enphase IQ8Plus-72-2-US , - -. 4. ..m-. -"a - • , 1%",. .„ ,-,. 0,,..i . .„. _......--- . - .9 7,,tho. , microinverters ., . Je.,-,104,77- , .. ....,.., , , ...---it• --,QR. 1-.,,t' ,.i _ jok," .1, _ , .....:44, •....... , , ,, . it . '-i: ., -e„ , ",.• '',40. P- .. .;v4ts . . ,,, .'..) EAST - ---- • , '• t:!--.*.-.' . . . • 44'01k . • - .r- - II -* , .i.' , 'Ir- . $ . 41 .4,0 .1,..,''.' • , , - , 4istmlykur . * . -.* 'el . '4'• ' gir,, ,ArilMAF•460111-4' '...':,ti: '..., , EAST,* _ . -%. ,t• ilk . t' i• -. i , . - . ,, . 4 • .- ' - 4.1•• • c ,:.-- .1 --'4 . -...•r' ., - '. . +10. 'IV •t4. .', . . . !;-, • :-.,. . - ... , .,_ . :0,•-, • . , Al" -•-,. - V, . , ' i , • _'-.. ;. . 44......, .... -• 4..,4. ; 4, , 111110F'" 0 "al ,, • . ' .. V ., .. ow .. t., .0 At _. ,_ ,, . , , ' . . - ' ' - .. 1.14.- . or, , • ....,6,..2.,,,, v ., .$ •.....1,44 . 4 , - ---t- - - '"‘, 4 44_ 1.6 ,it'. '4. . k.,,f...--' ', ' ... ' 4 • - i • . t . . . - • P-oft r . . Ajo 4!,,..._ . i .- 1 . ,i,. ._., , -,...„,., , ---4.414 Main electric .-- ...,.... * i '4 ''. ' . 3 i • 4. : , __ Iv . -41 fl. panel in house - ,....*77v.:_, basement -.'' 4 rAt - 4 ,* , : i;**- . i.., 1. .. e -- - —C. OLUM- _• _ _-. . *, ;- . „) )_, " -. • . 1111, " • i ... of .. ... , l-, dr # . , . .... . -, - ,, •.., ,- , . . itlisill' i , ... . . ,... .. . . . . . . . ,.. . . _ Cheri Cross 4 46 Columbus Ave Northampton, Ma 01060 ..... Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: November 21, 2022 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Debin Bruce, 46 Columbus Ave, Northampton, MA: Structural assessment of the existing storage shed roofs to support proposed PV solar panel arrays. I have investigated the roof framing for the proposed PV solar panel installations. The detached 1- story, 10'x 20' timbered frame main gabled roof storage shed with a 6'-6"± x 8' gabled roof extension off the southwest gable end was constructed around 2009. 9 PV solar panels are to be installed on the front southeast facing main roof and 2 solar panels on the southeast facing roof of the extension. The roofs are framed with 2x6 rafters installed 24"on-center, spanning 5 on the main roof and 3'-3"on the extension roof with a 12/12 pitch. 5x5f tie beams approximately 8' on- center prevent the roofs from spreading. The roofing is new standing seam metal roofing. I have reviewed the mounting details for the proposed PV solar panel arrays. Based on my calculations and a PV solar panel unit weight of 46± lbs, with the attachment points of the arrays placed at a maximum of 4' on center and staggered to minimize the load to any one rafter, the existing roof framing of the main shed and extension roofs are adequate to support the proposed PV solar arrays 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. cytOFMq,sS Sincerely, c, _� DAVID A. �y VREELAND F, / o CIVIL 46317 "' David Vreeland, PE \�� Vreeland Design Associates `S/ONAI 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 . . .., ,,..r .. .., i.„..) '- ,_ - - -I Li, [.--.) -1 ,.., , , .. i „ .... ..., .. • 4'- 1 • 1 s e'er."' 43• 1 /a 1 `L' 1 C/f 1 • 4) 14t r 42' l 16t. ' . 1 18tt (.3- 1 _ 4" DRIP EDGE OVERHANG SOLAR'S MOST TRUSTED R E C etk ,,,,,, . .4%,,,,c,,::, . ,, 41/ilit . ir {5M 4145 j h 34.44444111; -. REC ALPHOC® PURE SERIE5 PRODUCT SPECIFICATIONS <, r ; EXPERIENCE REC 4O5w P 25 YEAR i'', PH-DI-RUST WARRANTY 20W/.0 T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE [- PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED REC ALPHA PURE SEf..e_ 1821t2.5(71.7±0.11 CERTIFICATIONS � b. 28[1.1] 901135.5] �� 460[18.11 __ EC6!2152016.IEC 617302016,UL61/30 ' • 7 A IEC 62804 PID 153.7[6.05] e - IEC 61701 Salt Mist J iii. 1100 I43.31+ .- .. �� s IEC 62716 Ammonia Resistance UL 61730 Fire Type Class 2 6.01-0.2 IEC 62782 Dynamic Mechanical Load [02430.011 -, 0 0 IEC 61215-2:2016 Hailstone(35mm) ? c Elm IEC 62321 Lead-free acc.to RoHS EU 863/2015 15014001:2004,1S09001:2015,OHSAS18001:2007,IEC 62941 ttto.2as o eO C E E o t0.a3m0.011 / '0 ineetdr Lead-Free 205±0s(' t a�� 1200[a7.zl - WARRANTY [0.8t0.021 Standard REC ProTrust 153.7[6.051 • Installed by an REC Certified Yj°'- v 'R Solar Professional No Yes Yes 45 11 81 22•5(0•9] 671 t3[26.4 t0.12] System Size All 425 kW 25-500 kW .. _ ._J�30[1.2] Product Warranty(yrs) 20 25 25 Measurements in mm[in) Power Warranty(Yr s) 25 25 25 GENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC hetero'unctioncells 2) Power inYearl 98% 98% 98% 1 Staubli MC4 PV-KBT4/KST4,12 AWG(4 mm Cell type: with lead-free,gapless technology Connectors: in accordance with IEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of 22 cells in series IP68 only when connected Power in Year 25 92% 92% 92% z See warranty documents for details.Conditions apply 0.13in(3.2mm)solar glass with 12AWG(4mm)PVwire,43+47in(1.1+1.2m) Glass: Cable: anti-reflection surface treatment accordance with EN 50618 !MAXIMUM RATINGS Backsheet: Highly resistantpolymer(black) Dimensions: 71.7x40x1.2in(1821x1016x30mm) Operational temperature: -40...+185°F(-40...+85°C) 01 0 Frame: Anodized aluminum(black) Weight: 451bs(20.5 kg) Maximum system voltage: 1000 V 5 3 part,3bypassdiodes,IP68rated Maximum test load(front): +7000Pa(146lbs/sgft)' Junction box in accordance with IEC62790 Origin: Made in Maximum test load(rear): -4000Pa(83.5lbs/sgft)' to 4111/ Max series fuse rating: 25 A ELECTRICAL DATA Product Code':RECxxxAA Pure 2 Max reverse current: 25 A ti PowerOutput-PMAx(WP) 385 390 395 400 405 "See installation manual for mounting instructions. Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safetyfactor) 2 Nominal Power Voltage-VMm(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' le si H Nominal Power Current-IMPP(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(±2°C) a v Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient of PMAx: -0.26%/°C Short Circuit Current-Isc(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient of Vac: -0.24%/°C Power Density(W/sq ft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient of Isc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21,9 'The temperature coefficients stated are linear values RI (W LOW LIGHT BEHAVIOUR in P MAX P) 293 297 301 305 309 "tl L.,Power Output Typical low irradiance performance of module atSTC: > Nominal Power Voltage-VMpp(V) 38.8 39.1 39.4 39.7 40.0 ¢ M Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 0 - ry Open Circuit Voltage-V„(V) 45.7 45.8 45.9 46.0 46.1 o Short Circuit Current Isc(A) 8.16 8.20 8.24 8.28 8.32 w o- d Values at standard test conditions(STC:air mass AM 1.5,irradiance 10.75 W/sq ft(1000 W/m'),temperature 77'F(25'C),based on a production re spread with a tolerance ofPV«&Ixt3%withinonewattdass.Nominalmoduleoperatingtemperature(NMDT:airmassAM1.S.irradiance - �Irradiance(W/m') 800 W/m',temperature 68*F(20'C),windspeed 33 ft/s(1 m/s).*VVhere xxx indicates the nominal power class(Pv,a)at STC above. Founded in 1996,REC Group is an international pioneering solar energy 0 R r C �w 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 . ` `�E1 headquarters in Singapore,REC also has regional hubs in North America, +^`0 Europe,and Asia-Pacific. r.- Ord Tech Brief fi IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless 71` extreme weather events. Not just the worst storms in years, �� but the worst storms in 40 years. High winds capable of - _ ripping panels from a roof, and snowfalls weighing - t t enough to buckle a panel frame. / , 7• /....,..... 4t, XR Rails are the structural backbone preventing %op =�„ these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. .4, Their superior spanning capability requires fewer roof attachments, reducing the number of roof , . ,-.„, , _ _ : penetrations and the amount ' - of installation time. . ,°""^ :„ N 5 �44 Yam •k"h :.' • Force-Stabilizing Curve tx,,_ Sloped roofs generate both vertical and lateral ,,, i • 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 4000 cti t twisting.This unique featuredireions ensures wh le greaterresisting securityhe during extreme x=, ` weather and a longer system lifetime. Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are Iron Ridge offers All XR Rails are made of 6000-series4'4%, Il r k compatible with �� a range of tilt leg aluminum alloy,then protected with an t-1 FlashFoot and I--1 options for flat anodized finish.Anodizing prevents surface t 1 other pitched roof l I roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. Tech Brief XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. ia isear.„ 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) 5'4" 6' 8' 10' 12' 90 120 None �� '�' 140 XR10 160 :. 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 ,��_ IS 510 ° R^ .. I I` ._ Lc) The Right Way! ' f _ , 1 -c, cic. .,-,,.„, S-5-U Clamp M I The 5-5-U clamp is by far our most Ln popular and most versatile clamp. I It fits about 85% of the standing seam profiles manufactured in North America—including most structural and -' architectural profiles. It can be used on N vertically oriented seams and, by rotating Othe clamp 90 degrees, it can also be used G on most horizontal 2" seam profiles. L Its simple design,generous dimensioning, CO and multiple hole orientations are what }' make the S-5-U clamp so versatile for use CD E with the S-5!" snow retention products, such as ColorGard", as well as with other ok 0 heavy-duty applications. 0) Installation is as simple as setting the C specially patented round-point setscrews i, e=< into the clamp, placing the clamp on %, ill 4-11 the seam,and tightening them to the — = specified tension.Then,affix ancillary CO items using the bolt provided with the E — product. Go to www.S-5.com/tools 0 0 for information and tools available for c) E properly attaching and tensioning S-5! clamps. in CO Cl) t S-5-U Mini CInrn, C.) The S-5-U Mini is a bit shorter than the ,' 5-5-U and has one setscrew rather than CO two.The mini is the choice for attaching _ p all kinds of rooftop accessories:signs, The S-5-U clamp is IN walkways, satellite dishes,antennas, M rooftop lighting, lightning protection our most popular and C13systems, solar arrays,exhaust stack versatile clamp, fitting M bracing,conduit,condensate lines, .Z. mechanical equipment—just about about 85% of the N ), anything!* standing seam profiles co i in North America. co S-5!mini clamps are not compatible with,and should not CO be used with S-5l SnoRail'""/SnoFence'"or ColorGard'snow CO imft retention systems. ip 1,IlS The strength of the S-5-U clamp is in its simple design. The patented 411 setscrews will slightly dimple the metal seam material but not pierce it— leaving the roof manufacturer's warranty intact. The Right Way!' The S-5-U and S-5-U Mini clamps are each furnished with S-5-U Clamp the hardware shown to the right.Each box also includes a bit tip for tightening setscrews using an electric screw gun.A structural aluminum attachment clamp,the 5-5-U is compatible with most common metal roofing materials'' excluding copper.All included hardware is stainless steel.Please visit www.S-5.com for more information /= including CAD details,metallurgical compatibilities and specifications. The 5-5-U clamp has been tested for load-to-failure results A e on most major brands and profiles of standing seam o R i/► roofing. The independent lab test data found at " . www.S-5.com can be used for load-critical designs and o s• applications.5-5!®holding strength is unmatched in the l'd, Atin industry. o� CSTc Example Profiles 70",- Note:Install bothsetscrews on same side of clamp. S-5-U Mini Clamp III : g 6 R For horizontal seams under 0.65",do not use this clamp.Visit ilg;) ;) www.S-5.com for more detailed information and proper NI clamp usage. (i3 Please note:All measurements are rounded to the second decimal place. 5-5!°Warning!Please use this product responsibly! Distributed by Products are protected by multiple U.S.and foreign patents.Visit the website at www.5-5.com for complete information on patents and trademarks.For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses.Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180inch pounds when used on 22ga steel, and between 130 and 150 inch pounds for all other metals and thinner gauges of steel.Consult the 5-5! website at www.5-5.com for published data regarding holding strength. Copyright 2020,Metal Roof Innovations,Ltd.S-51 products are patent protected. S-5!aggressively protects its patents,trademarks,and copyrights.Version 050721.