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38A-004 (14) B '-2023-0191 2 BURTS PIT RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 38A-004-001 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-2023-0191 .PERMISSION IS HEREBY GRAN D TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 36949 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: WOODFIN ELIZABETH &DEIDRE 1 UFFEE-GRAY Lot Size (sq.ft.) Zoning: URB Applicant: NORTHEAST SOLAR DESIGN ASS,MATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 02/16/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 27 PANEL 10.935 KW ROOF MOUNT SOLAR SYSTEM POST THIS CARD So IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring U.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: • • Fees Paid: 575.00 212 Main Street,Phone(413)587-1240.Fax: (413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:01EBE599-DD4B-4534-8101-FE107B8BE415 ~-- Department use only ,._ .. City of Northampton Status of Perrrvl: j 1-‘—'---L Building Department Curb Cu.:Y Driveway Permit f FFB S 212 Main Street Sewer:Septic Availability <O Room 100 Water'Well Availability "'� Northampton, MA 01060 Two Sets of Struct..ral Plans ?or-4 t)7,1�� phone 413;587-1240 Fax 413-587-1272 Plot'Site Plans , Tn ,,^�sp� f Other Specfy APPLICATION TO CONSTRUCT.ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 2 Burls Pit Rd Map Lot Unit Northampton MA 01060 Zone _Overlay District Elm St.District CB District SECTION 2•PROPERTY D AGENT 21 Owner off Record: 2 Burts Pit Rd Deidre Cuffee-Gray Northampton MA 01060 Narne(Print) DocuSigned by: Current Mating Address: I // 413-834-2908 _ CUlit- [.I LA,—are Tetaphors .$gnature 48E9B9D271 D8400... 22 Authorized Agent: Nort ' S•': 136 Elm St. Hatfield. MA 01038 Name(Print) ( r Curren Mailnp Address 1 413-247-6045 Si it turn i/4, jAki Tetaphore SECTION 3-ES (MATE• F• M ....•.:. - • • . .: [tern Estimated Cost(Dollars: to be Official Use Only correlated by permit app+icani: 1. 9uilding (a}Building Permit Fee 2. Electrical {b}Estimated Total Cost of Construction from j4 3. Plumbing Building Permit Fee 4. Mechanical(HVACI I _- 44� 5. Fire Protectcv 3I o. Total =1.1 *2 *3 *4 * 5) I $36,949 Check Number . -`-'/ 6 /J This Section For Official Use Only Building Permit Number:'/-A ' /// quad Signature: / 2 lt,. ZOZ'j Elufdni Cmn-1.5-corer;IrspeclXv o'Butdnris Doha DocuSign Envelope ID:01 EBE599-DD4B-4534-8101-FE107B8BE415 Section 4. ZONING AO Information Must lie i,ompleted. Permit Can Be Denird Orr To Incomplete Info,mation Existing Proposed Required by Zoning 1h"a,lunnr 4+Ic rifled in b+ tiui ding Depanrnem Lot Size Frontage . Setbacks Front Silt L R: L: { R: Rear Building Height I Q Bldg. square Footage I r1.4I._ __J I NMI Open Space FootageINN S$ •;t:ri xtca"mutt 17'dA,C tw.cd .s aukinp-i r—� #of Parking Spaces Fill: (yolutae k Lo:ar=m o A. Has a Special Permit;Variance,Finding ever been issued for;on the site? NO 0 DON'T KNOW YES IF YES, date Issue!!:[ IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document* 8. Does the site contain a brook, body of water or wetlands? NO () DONT KNOW 0 YES O IF YES„ has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained C) Obtained 0 , Date Issued: L ' C. Do any signs exist on the property? YES 0 i 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 IF YES, describe size, type and location: E. 10,411 the construction activity ciisturb(et anng,grading, cavation,or filling'Dyer 1 acre o r is R part et a oemmon plan that gill Disturb ever I acre? YES I NO IF "ES.then a Northampton Sb im Water Management Penrit''ram the DPW Is required_ DocuSig n Envelope ID:01 E BE599-DD4B-4534-8101-FE 107B8BE415 SECTION 5-DESCRIPTION OF PROPOSED WORK feheck all applicable) New House ❑ Addition ElReplacement Windows AlteratIon{s► Rooting t Or Doors 0 Aeoessary Bldg. ❑ Demolition ❑ New Signs (0) Decks ICI Siding ID) Other(gel Brief Description of Proposed W _ Install 27 solar panels on Roof Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Rerrovabng unfinished basement Yes No Plans Attached Roll -Sheet Ga. If New house and or addition to existing housing, complete the following a. Use of building:One Fen ly Two Family Ocher 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 Commence. Mesecheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. f oodpiain Yes No i. Depth of basement or cellar floor below finished grade k. WWI building conform to the Building end Zoning regulations? Yes No. I. Septic Tank City Sew Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Deidre Cuffee-Gray ,as Owner of the aubiect property hereby authorize Northeast Solar to act on my relative to work authorized by this building permit application. [kart- ClAf6L—artui 9/30/2022 441111111111111/ si mare of , Date I, Gregory Garrison/Northeast Solar ,as Ownerthuthonzzed Agent hereby declare that the statements and information on the foregoing application are true and accurate.to the best of my knowledge end belief. Signed under the pains and penalties of perjury. Gregory Gar, .. Print kerne , 14 ip/,, f/ti„ Signature of O nerlAgent 411PP• 4 — O e DocuSign Envelope ID:01EBE599-DD4B-4534-8101-FE107B8BE415 SECTION A-CONSTRUCTION SERVICES 0.1 Licensed Construction Supervisor. Not Applicable 0 Phillip Baunsgard dams ad Limnos Holder: CS 10 6113 License Number 41 Heath Rd Colrain, Ma 1340 6/7/23 Expiration EWA 413-247-6045 lure T • Not Applicable 0 Northeast Solar 169641 Caney N'me Registration Number 136 Elm S Hatf 1to"d, Ma 01038 7/13/23 Address Expiration Date Telephone413-247-6045 ••4 1111°P 441 SECTION 10. • • _.+-011 PENSATION NSIIRANCE AFF AVR(M.O.L c.152•125C(in Workers Compenaation Insurance affidavit must be oompieted and subs,tt$d with this applicaticn. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yea No 0 The current exemption for"hamcownersr"was extended to include Owner-occ.aled Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner act al supervisor.CSLR?S0. Sixth Editlon Section 1083.5.1, agthilliggailkoseem Person(a)who own a parcel of land on which bcfsbe resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A versos who constructs more than one home in a two-sear period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that befshe shall be I) 'I I 'jIl I.' • I •L }I I • II,' I. II III, 1 JAI. As acting Constrnednn Supervisor 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,von may be Habig for person(s) you hire to perform work for you under this permit. The wsdersigecd"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:01EBE599-DD4B-4534-8101-FE107B8BE415 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: It Uc S (2d The debris will be transported by: ES ortu-) The debris will be received by: U P\ e'-('`/cc-61` Building permit number: Name of Permit Applicant : d r t- 1 ��{ /07,1 17i1--- fj-2 Date Signature of Permit Applicant The Commoiaweahh of Massachusetts Department of Indust>*d Accidents l•MI!AIM 1. Office of Investigations - 1 Congress Set, Suite 100 Boston, MA 02114-2017 •�•�` www.mass.gov/dint 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 date box: Business Type(required): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/B ar/Eating Establishm ent 2.0 I am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl.real estate, auto, etc.) employees working for me in any capacity. [No workers' comp.insurance required] 3. ❑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.❑Manufacturing no employees. [No workers'comp.insurance required]** 4.❑ We are a n on-pr ofit or ganixati on staffed by volunte ers, 11.❑HealthCare ff with no employees.[No workers' co mp.insurance req.] 12.[0 am C Other `)o�c CWJS *Any applicant that checks box#1 mist also fill out the sectionbelnw shoving their woikers'compensation policy information **If the corporate of is have exempted themselves,but the cceporation lies other employees,aworkers'compensation policy is iequiued and such an oiganiation should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance C ampany N ame:New York Marine and General Insurance Company Insurer's Address 2 Burts Pit Rd City/State/Zip: Northampton MA 01060 Policy# or Self-ins.Lic. T #WC202200019843 Expiration Date: 7/8/2023 Attach a copy of the workers'comp ensatio n p o licy declaration page (showing the p olicy number and exp iratio n date). Failure to secure coverage as required under Section25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalti es 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 incur:' e coverage verification. I do hereby certify, under the pai pen o p. that the information provided above is true and correct. Signature: 1. D ate: 9/30/2022 Phone#:413 2d7 60d5 Alk l !� Official use only. Do not write in NIP,, -,e, 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#: www.nas s govldia Client#: 169764 NORTSOL ACORD��,: CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDD/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 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): i(NC,No)1 144 Gould Street, Suite 100 E-MAIL an Joanne.Ho 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 INSURER C New York Marine And General Ins Co 16608 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 LL 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 LIMITS LTR INSR WVD /Y POLICY NUMBER (MM/DDYYY),(MMIDD/YYYY) A COMMERCIAL GENERAL LIABILITY P K202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(Eaoccurence) $300,000 MEDEXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENT 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 COMBIaNEDSI $NGLELIMIT 1�000e 000 (E accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) $ B UMBRELLA LAB 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 STATUTE FTH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS 1 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 #S4158822/M4158819 AFE01 Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC Registration: 169641 NORTHEAST SOLAR DESIGN ASSOCIATES, LLC Expiration: 07/13/2023 136 ELM ST HATFIELD, MA 01038 { Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp • date. If found return to: Registration Expiration Office of Co er • and Business Regulation 169641 07/13/2023 1000 Washin•lI• Street 'Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA ay, 8 GREGORY GARRISON ,AI 136 ELM ST � GG-'%;a6.0.a' �l�`� HATFIELD,MA 01038 Undersecretary Not •( • without signature Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Cora ai peryisor CS-106113 F ires:06/07/2023 PHILL�BAUNSGARD.,;J 41 HEATH ROAD a � COLRAIN MA41340 i Commissioner eftQA � pen.auk, + '¢i feel w p, 9'"+ s. �► ..,fir; .+. i-,I�y pl `i �, 5 j - _ ,, fl'I Y 'S .1.+1 '-a N t •`-a d '41 '� s� l� 4 .. ;i�-` :5' :14 max.« 4 s- '. Y 5. A ri ,jtri* OH- : 'it : � iih rit ` l''' 4 - ` { ' ? ` a './ f 4 -, .0. k ir :. -4, ,,,,,r„,,,,. , .:1 144 . ,7" ' ,;cs ,v7;:,,,lt ,t- ,. ' ' ,:, ''''''-;4-. 4ti,:.:' "4.-^1.:, . - y�. 1 r - 4Atilis. Main electric4. 'e panel in basement • i„.„ -.4 - : - .4 , ‘ 1174i 1:714.,.k - - . ;, . I ibsk, LLL ' o' I17: 4 -4-4'4' , •" i Re f K. 4 t10. _ Deidre Cuffee-Gray — .-- ---‘ 2 Burts Pit Rd Northampton, Ma 01060 .1•Imip'Northeast Solar Vreeland Design Associates An integrative approach to design engineering and site planning Date: February 14, 2023 To: Justin Annis North East Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Libby Woodfin, 2 Burts Road, Northampton, MA: Structural assessment of house roof to support proposed PV solar panel array. I have investigated the roof framing for the proposed PV solar panel installation. The 1-1/2-story, 30'x 38' contemporary house was constructed in 1976. The clerestory and ridge run east-west the 30' width at the mid-point of the 38' length. The lower roof is on the front street side. 27 PV solar panels are to be installed on the back upper south facing roof that is over the 2nd floor section of the house. The south roof is framed with 2x8 rafters installed 16" on-center, spanning 18'-8" with a roof slope of 6/12. A 2x4 kneewall 4'-10"tall and located 3' in from the south wall supports the rafters. The kneewall is supported on 2x8 floor joists installed 16" on-center. The roofing is new 26 gauge metal standing seam. 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 32" on-center and staggered to minimize the load to any one rafter, the south 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, �tH OF kiss q DAVID . ClAjQ , / VREELAND r, "tJl V o CIVIL David Vreeland, PE No. 46317 y Vreeland Design Associates 12)r ctsrEt# ``JsroNALtw' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 ,::,-,.' .;',76j.;:'.: ', :Pt., %,,,.;,,,. . , 6 6. . , % . . . 11 � , N. ilk 1i1i1 17 . 1 fike .:,,,_: , ,.0, „,,, .,,,,,, ,., . .. . � { l{'`✓'t} ITT/ -, t. .4 '4 .4 t• t• .t. .4 • . • di j1 , 1 • i • 1 ilia'''.- "'LAMA kilialiallirifilli - ---Miii'' LPFT, � . • tiglruPTIng - im tgri tnirm r ir ! 'I ! 1 ! 1 4f1 e..,. .1 ft .1 41 ! 1 ti • 1 612 1k 16 L416 204. 1 4 ti ti SOLAR'S MOST TRUSTED R E C ... 0,,,..,,, , ,., ,, liAr I. ,,„ f, 4 7/ Ar r .. ..�..._,. REE ALPH ® 1 ,,, ,..0.; PURE sER - -: ..,..,:..t:_.. ,, . . .. ,5, EisS PRODUCT El 5PFICATIO 0 � 3 `� = { rt.':':��. EXPERIENCE REC l 405 WP 25 YEAR PROTRUSToc WARRANTY 20W/.3 T` LEAD-FREE ELIGIBLE ROHE COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLARS MOST TRUSTED 1821125[71.7±0.11 t CERTIFICATIONS ... 901[35.51 1 460[18.1] IEC 61215:2016,1EC61730:2016,UL61730 g n'. * IEC 62804 PID 153.7[6.05] IEC 61701 Salt Mist + 1100[43.31v �� IEC 62716 Ammonia Resistance UL61730 Fire TypeClass2 6.0i0.2 " IEC 62782 Dynamic Mechanical Load ,- [0.24±0.011 _....._.... o Zi IEC61215-2:2016 Hailstone(35mm) 41 g A IEC 62321 Lead-free acc to RoHS EU 863/2015 `v° . `4 150140012004,ISO 9001:2015,OH SAC 18001:2007 IEC 62941 o r+1 G 111-02 a c C E n-,o[0A330.011 ��" ,d . Intertek 20st0. '49, 1200[472] - f WARRANTY - oo [0.8t0.02] I Standard REC ProTrust • ` i 153.7[6.05] _ Installed by an REC Certified 11 T- Solar Professional No Yes Yes -►---�-45[1.8] 22.5[0.9] 671±3[26.4 t0.12] System Size All 425 kW 25-500 kW IMP' -* -"CM 30[1.2] Product Warranty(yrs) 20 25 25 Measurements in mm(in] Power Warranty(yrs) 25 25 25 fGENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC heterojunction cells StaubliMC4PV-KBT4/KST4,12AWG(4mm°) Power in Year 1 98% 98% 98% Cell type: with lead-free,gaplesstechnology Connectors: in accordance with IEC62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of22 cells in series I P68 only when connected Power inYear25 92% 92% 92% 0.13inmm solar lass with See viarrantydcco-entsfordetails.Conditionsapply (3.2 ) g 12AWG(4mm2)PVw[re,43+47[n(11+1.2m) Glass: Cable: anti-reflection surfacetreatment accordance with EN50618 MAXIMUM.RATINGS , Backsheet: Highly resistant polymer(black) Dimensions: 71.7x40 x1.2 in(1821 x 1016 x 30 mm) Operat[onaltemperature: -40...+185°F(-40...+85°C) t Frame: Anodizedaluminum(bla Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000V 3-part, Maximum test load(front): +7000Pa(146Ibs/sgft) o Junction box: inaccordancewithlEC62791T' Origin: Made in Singapore ; Maximum test load(rear): -4000Pa(83.5lbs/sgft)' io fELECTRICAL DATA Product Code":RECxxxAA Pure Max series fuse rating: 25 A Max reverse current: 25A Power Output-PM,t,t(Wp) 385 390 395 400 405 See installation manual for mounting instructions. N Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load Test load/1.5(safetyfactor) c Nominal Power Voltage-VMm(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' u Nominal Power Current--IMp(A) 9.35 9.40 9.45 9.51 9.56 Nominal ModuleOperatingTemperature: 44°C(±2°C) tn Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPM : -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 oflx: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 The temperature coefficients stated are linear values f LOW LIGHT BEHAVIOUR N Power 0utput-Pnux(WP) 293 297 301 305 309 ? L) Typical low irradiance performance of module at STC: 1- Nominal Power Voltage 38.8 39.1 39.4 39.7 40.0 O g Nominal Power Current-IMr(A) 7.55 7.59 7.63 7.68 7.72 e N z Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 d Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 W a Values at standard test conditions(STC:air mass AM1.5,irradiance 10.75 W/sq ft(1000 WW),temperature 77°F(25°C),based on a production spread witha tolerance ofPVx&Is,±3%withnonewatt class.Nominal module operating temperature(NMOT:air massAMl.5,irradiance 'm m "° m "° i. m m '® 800W/ma,ens,e ature68°F(20°C),windspeed3.3ft/s(Im/s).*Wherexxxindicatesthe nominal power class(P,.)at STC above. Irradiance(W/m') Founded in 1996,REC Group is an international pioneering solar energy ®` ^C_/� 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 www.recgroup.com panels it manufactures. Headquartered in Norway with operational p. '0 headquarters in Singapore,REC also has regional hubs in North America, 'A..;Europe,and Asia-Pacific. f o;.4'. . Tech Brief /i IRONRIDGE XR Rail Family L , Solar Is Not Always Sunny Over their lifetime, solar panels experience countless � 1` �\ extreme weather events. Not just the worst storms in years, f but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing f these results. They resist uplift, protect 7` -. .. 4 _ _ against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability - requires fewer roof attachments, reducing the number of roof ti . penetrations and the amount —, ij • of installation time. • 4. �" i • / , - Force-Stabilizing Curve i" Sloped roofs generate both vertical and lateral '` `q`' forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails \ ......,(J is specially designed to increase strength in both 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 alli , r) a^ compatible andh range of tilt leg aluminum alloy,then protected with an Ir 1 FlashFoot options for flat anodized finish.Anodizing prevents surface I other pitched roof roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. Tech Brief XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. NW di XR10 XR100 XR1000 XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail,designed for regions with light or mounting rail. It supports a range of solar mounting rails. It's built to handle no snow. It achieves spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12 while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications. • 6'spanning capability • 10'spanning capability • 12'spanning capability • Moderate load capability • Heavy load capability • Extreme load capability • Clear&black anodized finish • Clear&black anodized finish • Clear anodized finish • Internal splices available • Internal splices available • Internal splices available Rail Selection The table below was prepared in compliance with applicable engineering codes and standards.* Values are based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters. Load Rail Span Snow (PSF) Wind (MPH) 4' 5'4" 6' 8' 10' 12' 90 -k 120 None - 140 XR10 !, XR1000 160 90 120 20 140 160 • 90 30 _ . 160 90 40 160 80 160 120 160 'Table is meant to be a simplified spar 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 ,i�_ .2 C s� UI , E Lot The Right Way! " 2 . 4,,, „ , , ,„:$ .4, S-5-U Clamp :R The 5-5-U clamp is by far our most popular and most versatile clamp. 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 4- the clamp 90 degrees, it can also be used ii.........'' f 0 on most horizontal 2" seam profiles. OIts simple design, generous dimensioning, RS and multiple hole orientations are what 4-1 make the S-5-U clamp so versatile for use cu E with the S-5! snow retention products, such as ColorGard", as well as with other 1k 0 heavy-duty applications. a) Installation is as simple as setting the C specially patented round-point setscrews I, .0 into the clamp, placing the clamp on 1 11 4"I the seam,and tightening them to the Cspecified tension.Then, affix ancillary CD items using the bolt provided with the E +-+ product. Go to www.S-5.com/tools O NO for information and tools available for () properly attaching and tensioning S-5! clamps. U. CZ S-5-U Mini Clamp 03 The S-S-U Mini is a bit shorter than the 4' S-5-U and has one setscrew rather than CD two.The mini is the choice for attaching p all kinds of rooftop accessories:signs, The S-5-U clamp is N walkways, satellite dishes,antennas, M rooftop lighting, lightning protection our most popular and k, systems, solar arrays,exhaust stack versatile clamp, fitting M bracing,conduit,condensate lines, mechanical equipment—just about about 85% of the N ,) anything!* standing seam profiles co 13) in North America. COco 5-5!mini clamps are not compatible with,and should not riC be used with S-5!SnoRaii /SnoFence''or ColorGard`snow CO 1104, retention systems. The strength of the S-5-U clamp is in its simple design. The patented setscrews will slightly dimple the metal seam material but not pierce it— leaving the roof manufacturer's warranty intact. The Right Way! The 5-5-U and 5-5-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 S-5-U is compatible with most common metal roofing materials excluding copper.All included hardware is stainless steel.Please visit www.5-5.com for more information including CAD details,metallurgical compatibilities and // specifications. /-<4.91 A>.� / The S-5-U clamp has been tested for load-to-failure results I 00I on most major brands and profiles of standing seam 1 roofing. The independent lab test data found at f0 � www.S-5.com can be used for load-critical designs and o '���•- applications.S-5!®holding strength is unmatched in the l'd; 47 industry. o l Example Profiles J III Note:Install both 4/. setscrews on same -. side of clamp. S-5-U Mini Clamp o E' 444 O C-7 _. -. �� ,� 'mac For horizontal seams under O •. not use this clamp.Vi www.5-5.com for more detailed information and proper 5 (�q�' , f� clamp usage. I (i30�w� I. 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.S-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 180 inch pounds when used on 22ga steel, and between 130 and 150 inch pounds for all other metals and thinner gauges of steel.Consult the S-S! website at www.5-5.com for published data regarding holding strength. Copyright 2020,Metal Roof Innovations,Ltd.S-5!products are patent protected. S-5,aggressively protects its patents,trademarks,and copyrights.Version 050721.