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30B-093 (11)
BP-2023-1150 60 FEDERAL ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 30B-093-001 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-2023-1150 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 16008 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2025 Use Group: Owner: WHITMAN STIFLER REYN Lot Size (sq.ft.) Zoning: URB/WP Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202300019843 HATFIELD, MA 01038 ISSUED ON: 08/25/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 10 PANEL 4.05 KW ROOF MOUNT SOLAR SYSTEM (NO STRUCTURAL 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: • • .y� . 311 • Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner The Commonwealth of Massachus tts RC 1;.,1 4!4 p Board of Building Regulations and St ndar s P/��' FOR Massachusetts State Buildin Code 7 0 C R UN IPALITY � `� g AU'7 2 3 USE Building Permit Application To Construct, Repair, eno ate Or Demoli Revi ed Mar 2011 One- or Two-Family Dwell g r)Fpr This Section For Official Use roragT/*i D1;'G InIsPF Building Pe 't Number: g� 3—//ajj� Date Applied: N MA°j0��cr/UNS CtirN�KvsS ‘// 8 25-2bZ3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 60 Federal St 1.la 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: Reyn Whitman Florence MA 01062 Name(Print) City, State,ZIP 60 Federal St 413-695-2264 stokesbuilders@gmail.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 ❑ Demolition 0 Accessory Bldg. 0 Number of Units Other 7 Specify: Solar Brief Description of Proposed Work2: Install 10 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 Cost3 (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire Suppression) $ Total All Fees: $ }� 6. Total Project Cost: $ $16,008 Check No., A )Check Amounf! 1� Cash Amount: 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 6/7/25 CS-106113 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 Ci n,State,ZIP M Masonry 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 7/13/21c Northeast Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 13 6 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 g No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I I I,as Owner of the subject property,hereby authorize Northeast Solar to act on my behalf,in all matters relative to work authorized by this building permit application. Glihefrita,f, 5/5/23 Pnn wner's Name(Electronic Signature) Date I SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereb est under the pains and penalties of perjury that all of the information MO ed in this a ation is true d accurate to the best of my knowledge and understanding. // / 1kRi\fa (3/21/23 n t Owner's Authorized A is ame(Electronic Sig tore) 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.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" City of Northampton .0_ ,^., ..du a,.:; s',5 ..st, ( } Massachusetts ��''. 1 'ee w c. 3 . .0 1 DEPARTMENT OF BUILDING 1Ne,PECPIORS , � gy -- *yam 212 Main Street • Municipal Building � 4 p Northampton, MA 01060 4— "y-6",4 CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLI"I"ION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Budding 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 0 (Signature of Applicant: Date: 2-g The Commonwealth of Massachusetts Department of Industrial Accidents ul 'tor. Office of Investigations s a ..li 4 1 Congress Street, Suite 100 1.~fit-fr Boston,MA 02114-2017 ..� www.mass.gavfdia Workers' Compensation Insurance Affidavit: G ener al Businesses Applicant Information Please Print L egibly Business/Organization Name: Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield, Ma 01038 Phone#:413-247-6046 Are you an employer? Check the appropriate box: Business Type(required): 1.El I am a employer with 26 employees(full and/ 5. 0 Retail or part-time).* 6. ❑Restaurant/BarfEatingEstablishment 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 m e in any capacity. [No workers' comp.insurance required] $ El 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]* 11.1:1Healthcare 4.❑ We are a non-profit organization, staffed by volunteers, with no employees. [No workers' camp. insurance req.] 12.0Other Solar Panels *Any applicant that checks box#1 mist also fill out the secticnbelmv showing their workers'compensation policy information **If fie corporate officer have exempted thernselves,but the corporation has other employees,awoikers'compensation policy is required and such an or aruzation shcu d check boat#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance C ompany Name:National Casualty Company Insurer's Address: 60 Federal St city/State/Zip: Florence MA 01062 Policy# or Self-ins.Lic. m 20230019843 Expiration Date: 7/8/2024 Attach a copy of the workers' comp ensationp olicy declaration page(show big 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 aSTOP WORK ORDER and afine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ance coverage verification. I do hereby cart* an . , ',Fesperfwy that the aeformation provided above is true and correct. Signature: Date: 7/17/2023 Phone# 413247604 /% t J, Official use only. Do not writ_ • area, to be completed by city or town official City or Town: Permit,L icense # 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#: WNW.mass;ovidia Client#: 169764 NORTSOL YYYY) MMIDD/ ACORDT. CERTIFICATE OF LIABILITY INSURANCE DATE 7/10/2023( M/DD/ 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 No,Ext): (A/C,No): 144 Gould Street,Suite 100 E-MAIL P ADDRESS: a NEcertificates icbrokerS.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 INSURER C:Safety First Insurance Company 11123 136 Elm Street 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. TRR TYPE OF INSURANCE INSR WVD POLICY NUMBER MI ADDL SUBR POLICY EFF POLICY EXP LIMITS (MDD/YYYY) (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 PREMISES(CLAIMS-MADE X OCCUR EaEoccccurrrrence) $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 POLICY X ECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITY 5909629 07/08/2023 07/08/2024 (Ea accideentSINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) '$ OWNED AUTOS IE ONLY X SCHEDULED BODILY INJURY(Per accident) $ AUTOS X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ _ 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 RETENTIONS _ $ B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT E 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/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as Evidence of Insurance. 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 North Main Street • ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE • n� Igo-rse � 4cljr-Qt- La-©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #55765155/M5763194 RH002 Commonwealth of Massachusetts IP Division of Occupational Licensure Board of Building R ulations and Standards 1 Const Tio tf isor CS-106113 .. +' I tpires:06/07/2025 PHILLIP BA {' 41 HEATH -, • ..x COLRAIN Mki)1 $ 4 ' - ,d ,/“'Yo[,Ld41•3' PI- Commissioner 3va?_,_/" f;. alms.:.. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 WashingtQQ r t- Suite 710 Boston,-Massachusetts--02118 Home improyernent &-. tractor Regiispt,ration +'v .:. .:.v _ r Type: LLC NORTHEAST SOLAR DESIGN ASSOCIATES, a `__ egiistt•ation: 07/13/202517 136 ELM ST lion: HATFIELD, MA 01038 gil r: S `v by 1,44 r" Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS i Office of Consumer Affairs 8 Business Regulation Registration valid for individual use only before the I HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: I TYPE:LCC Office of Consumer Affairs and Business Regulation I Registration , Expirgtiop 1000 Washingt n Street -Suit 10 1 169641 1 07/13/2025 Boston,MA 0 1 i NORTHEAST SOLAR DESK N ASSOCIATES,LLC I I GREGORY GARRISON' r 136 ELM ST �i : 4 I i HATFIELD,MA 01038 Undersecretary Not-vs id 'thout signature 1 j I q 1 •1 fir _ 1 i� TM « f -, `3,. '.ate. a,.,..- y- ., ,4 ` .^xF`• r , ? �' '+ y:f '� Tom.: ; ; ��rj r p - Main electric t = % '` .1 _ , panel in iv ., basement . 1 iii y, y • . v4 f r iiE '.. r A ram. 4 ,s r 4. { i s ._{Atiroit„„ 01,E �try F 7 ,r 'J, F ,� .*s " .,�+ v ►,�. ...; 4,,,, .,,.,,,. ,._.:1! . --: ,,,k,kt. .21.. ' IA 4', '. - ::.,, :: litl .,....,::,.. . . ... ,L.L., ,LL . L, ., , I * k;, .4.- i ir ittiii l 4yR� 'u f . 7 :, 4. !F ,..., r. t F ... • , , �,`_ milk' •, . '- fir. f +'I�''g•` iaX` :..,� ~ T « 4 ‘,„io'' , .,.'i!'.It - ',..410Afl.".ipfp.' - . -. . • )„, . ....el I. r < q\ Y 1 4� yyy \ ' 414tpkt * ,, Ifk ,.. * ` s.'` • .� x' Roof mounted solar array with ey .. : . , , Y.�; 10x REC modules and 0 4. . ,CI( . - 10x Enphase IQ8PIus-72-2-US a 1;k / . 4 microtnverters • .4 *y► d"s....a , ,,' Y: .-�1, 4� « 4 4 a M ':y w t ',,,,,. • Y Reyn Whitman 60 Federal St NORTHEAST Florence, Ma 01062 SOLARNERGY INDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: August 21, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Reyn Whitman, 60 Federal Street, Florence, MA: Structural assessment of house roof to support proposed PV solar panel array. I have reviewed the architectural and structural plans of the recent 2"d floor addition and investigated the roof framing for the proposed PV solar panel installation. The original 1-story, 18'x 38' cottage was constructed around 1900. In 2022 a 2"d floor addition was constructed on the foot print of the house. 10 PV solar panels are to be installed on the new southeast facing roof. The addition roof is framed with 2x10 rafters installed 16" on-center, spanning 9'over the main section and 12' over a bump-out section with a 10/12 roof pitch. The rafters are supported by a 3-1/2"x 12" LVL ridge beam running the 38' length of the house. The ridge beam is supported on 3-1/2"x 3-1/2" LVL posts with a maximum span of 13'-9". 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± 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 new roof framing is adequate to support the proposed PV solar panel array and the 40 psf ground and 35 psf roof snow loads and the 117 mph Vutt basic wind speed 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�,ZN OF MgsN = DAVID A. y e. VREELAND CIVIL No. 463 7 David Vreeland, PE y Vreeland Design Associates A�'o,��FGISTER `� cS/ONALENN' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland©verizon.net Fax: (413) 624-3282 Roof Area Front Roof Sq FT 570.4 Rear Roof Sq Ft 658.4 Total Roof Sq Ft 1 1,288.8 , f '.w' P ff k Array Area I Solar Module Sq Ft 19.9 u Array Sq Ft 1 199.0 Array Roof Coverage 15.4% Required Ridge Setback 18" Street & Driveway Access Reyn Whitman 60 Federal St 4111.1:°' Florence, Ma 01062 N O R T H E A S T SOLARINDEPENDENCE SOLAR'S MOST TRUSTED E C REALPH ® PURE SERIES PRODUCT SPECIFICATIONS • s i EXPERIENCE REC 4O5w 25 YEAR PROTRUST WARRANTY 20.3 W4T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE e R E E PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED REC ALPHA PURE SERlE`, 1821±25[71.7±0.11 CERTIFICATIONS ..28 0.11 901[35.5] �� 460[18.1] IEC 6121S:2016,IEC 61730:2016,UL61/30 IEC 62804 PID ___"I c li A 153.7[6.05] i' , _.... IEC61701 Salt Mist ----1 1 1100[43.31+ UN - r 1 IEC 62716 Ammonia Resistance 1 ;=1± !' UL 61730 Fire Type Class 2 ' 6.-6±0.2 IEC 62782 Dynamic Mechanical Load `. (0.24±0.01) p 0. IEC 61215-2:2016 Hailstone(35mm) - m IEC 62321 Lead-freeacc.to RoHS EU 863/2015 150 14001:2004,ISO 9001:2015,OHSAS 18001:2007,IEC 62941 c� o i - 1 IntMek Lea±Free L i 205±05 12oo[47.2] - f WARRANTY [os±o.o21. j a Standard" REC ProTrust 153.7[6.05] Installed by an REC Certified 1 1',....- 1 '+.1 Solar Professional No Yes Yes i 45[1.8] 22.s[os] 671±3[26.4±0.12] System Size All 425 kW 25-500 kW +►--- 730 Product Warranty(yrs) 20 25 25 Measurements in mm m l i Power Warranty(yrs) 25 25 25 GENERAL DATA Labor Warranty(yrs) 0 25 10 132ha1f-cut REChetero'unctioncells = Power inYear1 98% 98% 98% 1 StaubliMC4PV-KBT4/KST4,12AWG(4mm) Cell type: with lead-free,gaplesstechnology Connectors: in accord ance with IEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6stringsof22cellsinseries IP68 only when connected Power inYear25 92% 92% 92% See warranty documents for details.Conditions apply Glass: 0.13in(3.2 ram)solar glass with Cable: 12AWG(4mm2)PVw[re,43+47in(1.1+1.2m) anti-reflection surface treatment accordance with EN50618 MAXIMUM RATINGS Backsheet: Highly resistantpolymer(black) Dimensions: 71.7x 40 x1.2in(1821 x 1016 x 30 mm) Operational temperature: -40...+185°F(-40...+85°C) li Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000 V 3-part,3bypassdiodes,IP68rated Maximum test load(front): +7000Pa(146lbs/sgft) Junction box: naccordancewith1EC62790 Origin: Made in Singapore Maximum test load(rear): -4000Pa(83.51bs/sgft)' o0 Max series fuse rating: 25A ELECTRICAL DATA Product Code:RECxxxAA Pure s Max reverse current: 25A Power Output-PMA%(Wp) 385 390 395 400 405 See installation manual for mounting instructions. Watt Class Sorting-(W) O/+5 0/+5 0/+5 0/+S 0/+5 Design load-Test load/1.5(safety factor) c e Nominal Power Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS* Nominal Power Current-IMPP(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(±2°C) a Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAx: -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/sgft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient ofls,: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 "The temperature coefficients stated are linear values N Power Output-P (Wp) 293 297 301 305 309 LOW LIGHT BEHAVIOUR o P. Typical low irradiance performance of module at STC: Nominal Power Voltage-VM (V) 38.8 39.1 39.4 39.7 40.0 5 PP 0 g Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 ; zr ,. a Open Circuit Voltage-Voc(V) 45.7 45.8 45 ".9 46.0 46,1 i . , Short Circuit Current-I (A) 8.16 8.20 8.24 8.28 8.32 w - o_ sc Values at standardtestconditions(STC:airmassAMl.S,imadiancelo.75W/sgft(1000W/m'),temperature77°F(25'C),basedonaproduction ce spread with a tolerance of P..,Vor&l,,,,3%within onewatt class.Nominal module operating temperature(NMOT:air mass AMI.S.irradiance .. . ,. "^ ' 'w _ "° .. 800 W/m',temperature 68°F(20°C).windspeed 33 ft/s(1 m/s).*Where xxx indicates the nominal power class(Paul)at STC above. Irradiance(W/m') Founded in 1996,REC Group is an international pioneering solar energy r 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 �. ;.. '.I headquarters in Singapore,REC also has regional hubs in North America, 0 '�,.t Europe,and Asia-Pacific. Sc.. '1 �.tiE'. o ®EEI k IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless . " ,," 1 extreme weather events. Not just the worst storms in years, _ * 4. 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 + + these results. They resist uplift, protect t + against bucklingand safelyand efficiently + transfer loads into the building structure. , Their superior spanning capability - --� requires fewer roof attachments, x reducing the number of roof penetrations and the amount ---,i -- of installation time. 1 • ; Ot ' • i to,,,..4,„. , Force-Stabilizing Curve :. Sloped roofs generate both vertical and lateral s, 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 directions while resisting the twisting.This unique feature ensures greater security during extreme weather and a longer system lifetime. aF „' fT loi, „,/ VONIMMINOMMiage Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series 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 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) 4' 5'4" 6' 8' 10' 12' 90 120 None 140 XR10 XR100 XR1000 160 90 � . 120 20 140 160 90 30 90 40 —1 160 80 160 120 { 160 `Table is meant to be a simphtied 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 f��11111 Tech Brief IRONRIDGE FlashFoot2° 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. yy 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-encapuulated • by the Cap. FlashFoot2®is the first solar attachment to pass the TAS-100 Wind-Driven tft rF Single Socket Size � � A custom-design lag bolt allows you to install FlashFoot2®with; the same 7/16"socket size used on other Flush Mount Water-Shedding Design An elevated platform diverts water away from the water seal. a n t ,. nC a t t t w a x F e t N9: t Ti. -�:+� ,� 3. '� '.a�;n. r�-_r 4� 'fly �_s '?` '� +..T .,,.ka � �C.,._.,wr ..�rw.•, �Lr ' x'r '� � ,�,,a Tech Brief Installation Features ® Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. 0 0 Rounded Corners Makes it easier to handle and insert under the roof shingles. 0 C Reinforcement Ribs it Help to stiffen the flashing and prevent any bending or crinkling during installation. !'r Benefits of Concentric Loading 1200 w. wx10 .. Traditional solar attachments have a horizontal offset between the rail and lag B0° `-wm'_""® a.r ecsagrrr bolt, which introduces leverage on the lag a RIM .. bolt and decreases uplift capacity. Ai]U i LawCmil Com rrew FlashFoot2o is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger I 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 ,��_