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24A-067 (6) BP-2023-1319 61 RIDGEWOOD TERR COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24A-067-001 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-2023-1319 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 21269 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2025 Use Group: Owner: A MYERS ELIZABETH Lot Size (sq.ft.) Zoning: URB Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202300019843 HATFIELD, MA 01038 ISSUED ON: 09/22/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 14 PANEL 5.67 KW ROOF MOUNT SOLAR SYSTEM WITH STRUCTURAL UPGRADES (NO BATTERY)) 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: 16:15, Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:3ECDBE71-F4AD-4127-84FF-3DDFC8090F32 1 The Commonwealth of Massach . etts ‘...:,ek 1t)" Board of Building Regulations and St. • .,•s 0FOR Massachusetts State Building Code, 781 4.' '� `% MUNICIPALITY _ G. USE Building Permit Application To Construct, Repair, Reno S' Der>tolish a ' ised Mar 2011 One- or Two-Family Dwelling =o�� O 1 This Section For Official Use Only 9qR Building Permit Number: P,P 3,�"/3/9' Date Applied: o''%Q 14‘...„ / is f LiTU ) l J . ���%� R 22-ZoZ3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 61 Ridgewood Ter 1.1a Is this an accepted street?yes X no Map Number Parcel Number 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 Provided 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 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner`of Record: Beth Myers Northampton MA 01060 Name(Print) City, State,ZIP 61 Ridgewood Ter 773-341-8781 hrhe@me.com No.and Street Telephone 1':mail Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition ❑ Accessory Bldg. 0 Number of Units Other KJ Specify: So 1 a r Brief Description of Proposed Work2: Install 14 solar panels on Roof SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑ Standard City/Town Application Fee ❑ Total Project Cost (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:J, -7 6. Total Project $ $21 269 Check No ?, O Check Amount: l Cash Amount: ota Cost: ❑ Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID:3ECDBE71-F4AD-4127-84FF-3DDFC8090F32 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 6/7/2� C S-1 0 6 1 1 3 Phillip Baunsgard License Number Expiration Date Name of CSL Holder 41 Heath Rd List CSL Type(see below) U No.and Street Type Description Colrain, Ma 01340 U Unrestricted(Buildings up to 35,000 cu. ft.) R Restricted 1&2 Family Dwelling 4vn,State,ZIP M Masonry 17& _ RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@northeast—solar .com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 - 7/13/21 Northeast Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 136 Elm St. Permitting@northeast-solar.com No.and Street Email address Hatfield, Ma. 01038 413-247-6045 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 No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT E --� I,as Owner of the subject property,hereby authorize Northeast Solar to act on my behalf,in,a1164406aryelative to work authorized by this building permit application. '(,i")alet,gt, M.t1t,V'S 5/12/2023 r�i�u rrn u. Print Owner's Name(Electronicigna`�ure) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby . .t under the pains and penalties of perjury that all of the information c•. . ed in •'s app ion is true an, • • date to the best of my knowledge and understanding. I qtA'Atif 2� . •wner's or ; • -• Agent' ame(Electronic Signature) LA/ Date NOTES: I. 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.gov/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" DocuSign Envelope ID:3ECDBE71-F4AD-4127-84FF-3DDFC8090F32 City of Northampton - c; o`', e.SAS...{ SIG' - Massachusetts " .c ( a G IA, V S. e ,t' ' ' DEPARTMENT OF BUILDING INSPECTIONS ?S: t` 212 Main Street • Municipal Building y`• cb \'"1"''.r' Northampton, MA 01060 'ramk10 CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Northeast Solar Dumpster 136 Elm St, Hatfield Ma 01038 Location of Facility: The debris will be transported by: Northeast Solar Crew Name of Hauler: USA Recycling Hauls NES Dumpster Date: q1 ;3Signature of Applicant: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 =1�= Boston, MA 02114-2017 :'_`=s<,4�.. www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name:Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield, Ma 01038 Phone#:413-247-6045 Are you an employer?Check the app rop riate box: Business Type(required): 1.D I am a employer with 26 _ employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/Bar/Eating Establishm ent 2.❑ I am a sole proprietor or partnership and have no 7_ ❑Office and/or S ales(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 10.0 Manufacturing no employees. [No workers' comp. insurance required]** 4.0 We are anon-profitorganixati on, staffed by volunteers, 11.0Healthcare with no employees. [No workers' comp. insurance req.] 12.®Other Solar Panels *Any applicant that checks box#1 mist also fill out the sectionbe]cw showing their workers'compensation policyird'onnation **If the corporate offers have exempted themselves,but the corporation has otl eremployees,aworkers'compensation required and such an organization should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company N ame:National Casualty Company Insurer's Address: 61 Ridgewood Ter city/State/zip: Northampton MA 01060 Policy# or Self-ins.Lic. 20230019843 Expiration Date: 7/8/2024 Attach a copy of the workers' comp ensationp olicy declaration page(showing the p olicy number and exp iration 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 penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. B e advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for ance coverage verification. I do hereby cerhfy, under ; as i pen perjury that the reformation provided above is true and correct. Signature: 1, YY Date: 5/12/2023 Phone#:413-247-6045 (i /110P' ,444 Official use only. Do not wri,I I is area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: WPM'.nes s godd. Client#: 169764 NORTSOL VVYY) IDDI ACORD,, CERTIFICATE OF LIABILITY INSURANCE DATE 7n(MM)MMDD/ 0/2023 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 Commercial Support Edgewood Partners Ins. Center PHONE 781 455-0700 FAX (A/C,No,Ext): (A/C,No): 144 Gould Street, Suite 100 E-MAIL : NEcertificates(Qepicbrokers.com Needham, MA 02494 781 455-0700 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:National Casualty Company 11991 Northeast Solar Design Associates, LLC 136 Elm Street INSURER C:Safety First Insurance Company 11123 Hatfield, MA 01038 INSURER D: 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. NSRL LTRI TYPE OF INSURANCE I SUBR POLICY NUMBER POLICY EFF POLICY EXP (MMIDD/YYYY) (MMIDDIYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EACH OCCURRENCEEECOp $1,000,000 CLAIMS-MADE X OCCUR PREMISES(EaEoccurrrence) $500,000 X BI/PD Ded:5,000 MED EXP(Any one person) $5,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- POLICY X JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITY 5909629 07/08/2023 07/08/2024 COMBINED SINGLE LIMIT (Ea acddenU $1,000,000 ANY AUTO BODILY INJURY(Per person) $ — OWNED ITOS ONLY X SCHEDULED BODILY INJURY(Per accident) $ AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY (Per accident) $ A UMBRELLA LIAB X OCCUR XS22030004 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 X STR OTH- AND EMPLOYERS'LIABILITY ,r/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S 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 OMIT $ 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. 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 North Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE • 4471.641 4C,til-Qt ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S5765155/M5763194 RH002 Commonwealth of Massachusetts t Division of Occupational Licensure Board of Building R ulations and Standards I Cons otti Svisor -. y CS-106113 ,, __ _ ..,e[pires:06/07/2025 PHILLIP BA • e 41 HEATH RdAD 'e y COLRAIN M/�1 Commissioner ` '0-' i. atrtit,,„ THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washingtok_atrat- Suite 710 Boston,Massachusetts 0 118 Home Improvement:$. tractor Registration (-,i",' ''-'7r. , . - --4 r--,�r -L_ l"/ . z—..• _ • Type: LLC 9641 NORTHEAST SOLAR DESIGN ASSOCIATES,( I Registration: 17 136 ELM ST ':�t s Expiration: 07/13/2025 HATFIELD, MA 01038 t- rr Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: . TYPEf LEC Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washingt n Street -Sui 1 10 169641 : 07/13/2026 Boston,MA 0 1 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC 46--irciii____, GREGORY GARRISON ` 136 ELM ST 1�,,�tie,. ;�ai.4 HATFIELD.MA 01038 "7. Undersecretary Not-va id •thout signature i J „2, .. 4+. -1 tcleEEPPir "ice • ' dit I R Itta PflX44100 Lk, 41 _ --.4.k-as. _ 4 4, .-. "1,, 4 lr "`gyp ,,y/[t _ r a ` . Roof mounted solar array with <f, c11. f AC, I1 c;(11�11 `c;i; �. 14x REC modules and Jr.IEW'}r 4 ' 341 14x Enphase IQ8Pius-72-2-US r)(1 cxI;,,ri()r vrv1 J' P'r''�`, -' 5 microinverters r Rn i a 'agewooa Tyr R ` s ► '!�1% -.• .• a 41 *7 -t, - No # TEAp IDGEWOr 45 Main electric , y= : : ' • (y TFOP� I ,; t ( `'yip Tyr l we:r Elizabeth Myers 411111°°1101/°” 61 Ridgewood Ter Northampton, Ma 01060 NORTHEAST SOLARINDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: September 13, 2023 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Beth Myers, 61 Ridgewood Terrace,Northampton, MA: Structural assessment of existing house roof to support proposed solar panel array. I have investigated the roof framing of the house for the proposed PV solar panel installation. The 25'x 26',2-story house was constructed around in 1928. 14 PV solar panels are to be installed on the front south facing roof of the house. The rafters are full dimension 2x6 installed 24"on-center, spanning 12' with an 8/12±pitch. The 2x6 finished attic joists are secured to the bottom of the rafters preventing the roof from spreading. The roofing is composite asphalt shingles. The south 2x6 rafters have to long a span to support the solar panels and meet the structural requirements of the current MA State Building Code. Reinforce the existing rafters by installing a 2x6 kneewall located 2'-0"in from the exterior wall to reduce the span of the rafters. Because the roof is insulated with sheetrock attached to the bottom of the rafters, attach a horizontal 2x4 to the sheetrock, screwed through the sheetrock to the bottom of the rafters with 2—3'/2" FastenMaster FlatLok or equivalent structural screws into each rafter. Install a 2x6 plate to the floor so that the inside edge of the 2x6 is in-line with the up-slope edge of the 2x4 attached to the rafters. Install vertical 2x6 studs 24"on-center with the top of the 2x6 notched around the horizontal 2x4 to prevent the 2x6 studs sliding up the rafter during possible snow loads. Toe-screw or toe-nail the vertical 2x6s to the 2x4 and 2x6 plates. I have reviewed the mounting details for the proposed PV solar panel array. Based on my calculations and on the specified PV solar panel unit weight of 46± lbs, with the attachment points of the array placed at a maximum of 4' on center and staggered to minimize the load to any one rafter,the reinforced rafters, as outlined above, are 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, �o� kDFMAss4 �� DAVID �y i VREELAND ^, �J o CIVIL David Vreeland, PE No. 46317 Vreeland Design Associates '°�b tO/STEi 1SroNALO 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 Beth Myers Re: Structural kneewall 2- xL‘ At& 2 - 3-1/2" `f screws 7-)c(n Ndiz E.D \\N Sheetrock Zx4, \ / , Roof Area Front Roof Sq FT 447.6 Rear Roof Sq Ft 447.6 Total Roof Sq Ft 895.2 Array Area vi 28' 5" ► Solar Module Sq Ft 19.9 18" Array Sq Ft 278.6 36" 15'9" Array Roof Coverage 31.1% 11 II II C Required Ridge Setback 18" Street Access 1 Elizabeth Myers 61 Ridgewood Ter 4111.1111;011: Northampton, Ma 01060 NORTHEAST SOLARINDEPENDENCE SOLAR'S MOST TRUSTEDII!) R E C ...N. t ,c,, . , . ,,,,,, ,,,,, $„,.:h.e • 4 _,...:„.. .. REEALPH ® PURE =r PRODUCT SPECIFICATIONS: a , W { ,,,,, ‘.,,, is C 1 ;,1 4V '. EXPERIENCE RFCIr;At 4O5w P 25 YEAR PROTRUST ii. 20.E W�Tz WARRANTY LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE . REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED REC ALPHA PLRE SERIES> 1821±2.5[71.7±0.1] CERTIFICATIONS �28[1.11 901[35.5] �� 460[18.1] 1EC61215:2016,IEC 61730:2016,UL 61730 N.- o ' ,, '°°_ IEC 62804 PID 153.7[6.051 IEC 61701 Salt Mist -'I 1 1100(43.3]t ---- - � ,) IEC 62716 Ammonia Resistance 1- UL61730 Fire Type Class 2 6.0±0.2 IEC 62782 Dynamic Mechanical Load [0.24±0.011 .._._.. ....... _. IEC 61215-2:2016 Hailstone(35mm) g N Nu IEC 62321 Lead-free acc.to RoHS EU 863/2015 15014001:2004,ISO 9001:2015,OHSA518001:2007 IEC 62941 O c.44(0A3± rn 0: ( E ❑ 'O 1 Intertek Lead-Free 205±0.5 1200(47.21 WARRANTY [0.8±002] A - Standard RECProTrust - .- --`, 153.7[6.05] 1 '. Installedby anRECCertified t/-- t Y t Solar Professional No Yes Yes tow -. 45[1.8] 22.5[0.91 671±3[26.4±0.12] System Size All s25 kW 25-500 kW 1 T30(1.21 Product Warranty(yrs) 20 25 25 Measurements in mm lin] A Power Warranty(yrs) 25 25 25 *GENERAL DATA Labor Warranty(yrs) 0 25 10 --cut REC heterojunctioncells Power in Year 1 98% 98% 98% 132half StaubliMC4PV-KBT4/KST4,12AWG(4mm) Cell type: with lead-free,gapless technology Connectors: in accordance with lEC 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 Glass: 0.13 in(3.2 mm)solar glass with Cable: 12AWG(4mm)PVw[re,43+47in(1.1+1.2m) anti-reflection surface treatment accordancewithEN50618 MAXIMUM RATINGS Backsheet: Highly resistant polymer(black) Dimensions: 71.7 x 40 x1.2 in(1821 x1016 x 30 mm) Operational temperature: -40...+185°F(-40...+85°C) Y Frame: Anodized aluminum(black) Weight: 45Ibs(20.5kg) Maximum system voltage: 1000V 3 part,3 bypass diodes,IP68 rated Maximum test load(front): +7000 Pa(1461bs/sq ft)' -5 Junction box: in accordance with IEC 62790 Origin: Made in Singapore Maximum test load(rear): -4000 Pa(83.5 lbs/sq ft)' m ELECTRICAL DATA Product Code*:RECxxxAA Pure Maxseriesfuserating: 25A o Max reverse current: 25 A tal Power Output-PMAx(Wp) 385 390 395 400 405 •See installation manual for mounting instructions. Watt Class Sortin (W) 0 .5 0 +5 0 +5 0 +5 0+5 Design 1.5(safet g- / / / / / g / y factor) Nominal Power Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS* F Nominal Power Current-IMM,(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(±2°C) Q tn Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAx: -0.26°%/°C Short Circuit Current-1sc(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient ofVoc: -0.24%/°C Power Density(W/sq It) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient oflsc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values . ry LOW LIGHT BEHAVIOUR Power Output-Puw(Wp) 293 297 301 305 309 °'.."' Typical low irradiance performance of module at STC: Nominal Power Voltage-VMPP(V) 38.8 39.1 39.4 39.7 40.0 g Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 0 Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 w '° a. re Values at standard test conditions(STC:air mass AMl.S,irradiance10.75W/sgft(1000W/m'),temperature 77T(25°C),based onaproduction s spreadwitha tolerance of P.x,Voc&Isc z3%within onewatt class.Nominal module operating temperature(NMOT:air mass AM 1.5,irradiance '°° 19 800 W/m',temperature 68°F ROT),windspeed 33ft/s 0 m/s).*Wherexxx indicates the nominal power class(P.m)at STC above. Irradiance(W/m') • Founded in 1996,REC Group is an international pioneering solar energy *' n r company dedicated to empowering consumers with clean,affordable I� solar power.As Solar's Most Trusted,REC is committed to high quality, innovation,and a low carbon footprint in the solar materials and solar wwwrecgroup.com panels it manufactures. Headquartered in Norway with operational 0;1,,. '0 headquarters in Singapore,REC also has regional hubs in North America, '�rw Europe,and Asia-Pacific. )'f' 'i ❑g }'*•9 . MEIN Al/A, IRONRIDGE XR Rail Family Solar Is Not Always Sunny 1 ., Over their lifetime, solar panels experience countless f ,'` i extreme weather events. Not just the worst storms in years, 7 .' f - but the worst storms in 40 years. High winds capable of �` 4. " ripping panels from a roof, and snowfalls weighing t t enough to buckle a panel frame. XR Rails are the structural backbone preventing /• r these results. They resist uplift, protect + against buckling and safely and efficiently *" - .,,_ \��� transfer loads into the building structure. { Their superior spanning capability `1 - requires fewer roof attachments, reducing the number of roof penetrations and the amount 1 \ of installation time. , ,, „tit ,. .,,,. .,, ,,,,,n,,,,...., .„ ,.,3_,„:„„,., . ,,, . . .. . „. 400plopiiiiik . , .‘,, ,_ ...„ ,„ Force-Stabilizing Curve [ .. --,; Sloped roofs generate both vertical and lateral ;g-, -'' forces on mounting rails which can cause them st tt, to bend and twist.The curved shape of XR Rails x,,, is specially designed to increase strength in both :k directions while resisting the twisting.This unique feature ensures greater security during extreme ''' / / weather and a longer system lifetime. 4 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series stiii ^ compatible with a range of tilt leg aluminum alloy,then protected with an r FlashFoot and options for flat anodized finish.Anodizing prevents surface 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. 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 . aL — 120 None 140 XR10 160 „ „ • 90 120 20 140 i 160 90 � „: r 30 160 90 1 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 ,��_ .+'.k IRON RIDGE FlashFoot2® The Strongest Attachment in Solar ' IronRidge® FlashFoot2® raises the bar in solar roof . ', protection. The unique water seal design is both ; s elevated and encapsulated, delivering redundant layers of protection against water intrusion. In addition, the t twist-on Cap perfectly aligns the rail attachment with the IV lag bolt to maximize mechanical strength. 3 r J - , Twist-On Cap FlashFoot2®'s unique Cap design encapsulates the lag bolt and locks into place with a simple Three-Tier Water Seal twist.The Cap helps FlashFoot2®deliv- - FlashFoot2®'s seal architecture utilizes superior structural strength,by aligning three layers of protection.An elevated the rail and lag bolt in a concentric platform diverts water away,while a stack of load path. rugged components raises the seal an entire inch.The seal is then fully-encapuslated by the Cap. FlashFoot2®is the first solar y� attachment to pass the TAS-100 Wind-Driven .k..:Yggi' 'ram 'f,,, fig- 'r q eel H y r :: , Air' Single Socket Size A custom-design lag bolt allows -- -- ` you to install FlashFoot2®with, the same 7/16"socket size 'c-; '-, used on other Flush Mount Water-Shedding Design An elevated platform diverts water - away from the water seal. ;,�4 ''ki42:v Tech Brief Installation Features B Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. C 0 Rounded Corners Makes it easier to handle and insert under the roof shingles. 0 Reinforcement Ribs Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 12°° *Ralt,Foact0 w If WI Traditional solar attachments have a horizontal offset between the rail and lag Q00 bolt, which introduces leverage on the lag a inn bolt and decreases uplift capacity. e0 44:10 •l rat Crux Comp.wpr FlashFoot2® is the only product to align n 200 the rail and lag bolt. This concentric loading design results in a stronger a t 2 3 attachment for the system. Rail-to-Lag 0ff5et(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. K©2022 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 Z�_