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24A-130 (8) BP-2023-0581 33 PROSPECT AVE COMMONWEALTH OF MLSSACHUSETTS Map:Block:Lot: 24A-130-001 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-2023-0581 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOL DESIGN Est. Cost: 41450 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/202$ Use Group: Owner: KABAKOW BENJAMIN MARA&LAURIE Lot Size (sq.ft.) Zoning: URA Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 05/05/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 29 PANEL 11.745 KW ROOF MOUNT SOLAR SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Q . Fees Paid: S75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissis ner DocuSign Envelope ID: 1E1837AE-3342-44C5-92DA-494E6B36DCB8 Sni 09pi°yw;, �� The Commonwealth of Massachusetts roil�as"/ "'O�ns�c oN - R T Board of Building Regulations and Standar s r,\ Massachusetts State Building Code, 78 C R ceQZ b _ UNI IPALITY J� / w I SE Building Permit Application To Construct, Repair, Renov tc Or Demolish a evizs d Mar 2011 One-or Two-Family Dwelling _ —_� This Section For Official Use Only ��� Building Permit Number: " ,. 3-5 '/ Date Applied: �_ " 1/v,u /� ✓/ 5-6-20z5 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 33 Prospect Ave 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 OWNERSHIP1 2.1 Owner'of Record: Mara Benjamin Northampton MA 01060 Name(Print) City,State,ZIP 33 Prospect Ave 212-666-9232 mara.benjamin@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 0 Demolition 0 Accessory Bldg. 0 Number of Units Other gi Specify: Solar Brief Description of Proposed Work2: Install 29 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:Check Noa ai 1 Check Amount: 1 Cash Amount: 6. Total Project Cost: S $414 50 0 Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID:1 El837AE-3342-44C5-92DA-494E6B36DCB8 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 6/7/2� CS-106113 Phillip Baunsgard License Number Expiration pate Name of CSL Holder 41 Heath Rd List CSL Type(see below)_ U No.and Street Type Description Colrai a 01340 U Unrestricted(Buildings up to 35,000 cu. ft.) Ci ow ,State,ZIP R Restricted 1&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@nor east-solar.cow I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 7/13/23 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 Iii No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 I,as Owner of the subject property,hereby authorize Northeast olar to act on my behalf, in al,LmAteswgbtative to work authorized by this bui ' g permit application. Akan a�wttk. 3/1/2023 .E98 CD9'CCC9 Ot... l Print Owner's Name(Electronic Signature) Date I SECTION 7b: OWNER' OR AUTHORIZED A‘ENT DECLARATION By ent ' g my name below,I hereby attest •.er the pains and penalties of perjury that all of the information co ai din this ap•li tion •A a and acc : e best of my knowledge and understanding. • / : 14/2-457 _3 wner's or Autho ' e, Agent's Na i ( , fo tc Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Progr ),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important i ormation on the HIC Program can be found at www.mass.gov;'oca Information on the Construction Supervisor License can be found at www_zn:,, .gov/dps 2. When substantial work is planned,provide the information below: 1 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: 1 E1837AE-3342-44C5-92DA-494E6B36DCB8 City of Northampton ,s..r s:, Massachusetts 4 DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building e� Northampton, MA 01060 4 .woN 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 2� 2 Signature of Applicant. Date: 3 The Common-wealth of Massachusetts Department of Industrial Accidents "' .= Office of Investigations .:�' 1 Congress Street, Suite 100 '. Boston, MA 02114-2017 �i''' v.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): 1.0 I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑RestaurantBar/EatingEstablishment 2.0 I am a sole proprietor or partnership and have no 7 ❑Office and/orSales(incl.real estate, auto, etc.) employe es w orking for me in any capacity. [N o workers' comp.insurance required] $ ❑Non profit 3.El 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.El We are anon-profit organization, staffed by volunteers, 11.0Healthcare with no employees. [No workers' comp. insurance req.] 12.E1Other *Any applicant that checks box#1 mist also fill cut the sectionbelov showing their workers'compensation policy ixd'onuation **If the corporate offiiceos have exempted themselves,but the coaporation has other employees,awoikers'compensation policy is sequined and such an ooganization 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: 33 Prospect Ave City/State/Zip: Northampton MA 01060 P olicy#or S elf-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 o licy number and exp iratio n date). Failure to secure coverage asrequiredunderSection25A ofMGL 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$250.00 a day against the-violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for nsurance coverage verification. I do hereby certify, under ; : its 'r perjury that the information provided above is true and correct. Signature: 7 Date: 3/1/2023 Phone# 413 247 6045 Official use only. Do notwri • .. area, to be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: w.'/W.n>ss V dis Client#: 169764 NORTSOL ACORD DATE(MMIDDIYYYY)CERTIFICATE OF LIABILITY INSURANCE 0$/18/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must h4e 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): (NC,No): 144 Gould Street, Suite 100 E-MAIL � P an Joanne.Ho a icbrokers.com ADDRESS: g Needham,MA 02494 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 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. INSR ADDL SUBR POLICY EF )I(MP�D LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMIDD/ LIMITS A X COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 PREMISES(CLAIMS-MADE X OCCUR EaE�rrrence) $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 X PRO PRODUCTS-COMP/OP AGG $2 000,000 POLICY JECT LOC r OTHER: $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 1 07/08/2023 COMBINED SINGLE LIMIT (Ea accidenp $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED AUTOS E ONLY X SCHEDULED AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) B x UMBRELLA LIAB X OCCUR XS21030932 O7/O8/2O 2 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 $ C WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 X PER OTI+ AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS 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 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 #S4219995/M4219992 JHOO1 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 i Update Address and Return Card. Office of Consumer Affairs 8 Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp"atlon date. If found return to: Registration Expiration Office of Con mar Affai and Business Regulation 169641 07/13/2023 1000 Washin n Street Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA 8 1 / GREGORY GARRISON 136 ELM ST , „?,4 tz,/,604 HATFIELD,MA 01038 Undersecretary Not II without signature t Commonwealth of Massachusetts V. Division of Occupational Licensure Board of Building Regi lations and Standards Constilit on 5 (visor CS-106113 . „ !Wires:06/07/2025 PHILUP BAU S • ,,yl. 41 HEATH ROAD !1 COLRAIN Ml i1 I; -: CORrrrtiSs; r c >i.. "" r ritz:n I : .ham.. �:.,'..- ' 4,i114.- . .44 ir , . - F1 .. t ' -e , 'gyp Main electric - !10 f•-41�= panel in i <AE Ayr: basement s �, b? i. er�� fit F' - F4r)lrE f r • ,�`.! ' --, .. 4 K r 4 7 R ' . 'mot :#;#14** Al ‘,..,,,,,,, "'4144144t.t. e Roof mounted solar array with , ' `-- K 29x REC modules and 29x Enphase IQ8PIus-72-2-US ,;� 4.414, microinverters , .... 4. .. i f.. 7lr E. :. I. ..- .>'' tea.. Mara Benjamin 33 Prospect Ave NORTHEAST Northampton, Ma 01060 SOLARINDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 28, 2023 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Mara Benjamin, 33 Prospect Ave,Northampton, MA: Structural assessment of existing house roofs to support proposed PV solar panel arrays I have investigated the roof framing in the areas of the propo •d PV solar panel installations. The 2-story, 26'x 36' gambrel style house with a 2-story, 18'x 19' ell off the back east side was constructed in 1928. Both the house and ell roofs have nearly full shed roof dormers on both sides of the roofs. 14 PV solar panels are to be installed on the hou.e front west facing shed roof, 8 solar panels on the back east facing roof, 3 solar panels on the sout facing roof of the ell and 4 solar panels on the north facing roof of the ell. The house and ell roofs are framed with full dimension 2x6 rafters installed 24"on-center spanning 12' on the house .nd 8'-6"on the ell with 5±/12 roof pitches. Based on the grain and limited knots the rafters appe•r to be Douglas-fir#1 or better. The 2x6 ceiling joists are secured to the bottom of the rafters prey-nting the roofs from spreading.The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed PV sol;r panel arrays. Based on my calculations and a solar panel unit weight of 46± lbs, with the attachment points of the solar panel arrays placed at a maximum of 4' on center and staggered to inimize the load to any one rafter, the existing house and ell roof framing are adequate to suppo i the proposed PV solar panel arrays and the 40 psf ground and 35 psf roof snow loads and the 11 mph Vurt base wind speed requirements of the current 9th Edition of the MA State Build ng Code for the City of Northampton. Please contact me if you have any questions or need addition.1 information. Sincerely, 1AD ct-AJJ VA-2-0-12 A. ND David Vreeland, PE o CIVIL Vreeland Design Associates " No. 46317 FSsioNALt 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 36" access •athway Or 36" access pathway maEllil i Im IEnilii. 4Mt2o..). -p. ,:'. Vf I' a+ sICfrI - 1Il11k 1a111- Su DaI) t0 tom. M Ry is apq;es e6pu ,9£ { °' 36" ridge setback co m ro _co c 1:111 IDS 11- ua al M A V ii..4 Elli rG _ � ` .. 4_ ,... floh. m tit Mil ..,„ tS3 co) 36" access pathway SOLAR'S MOST TRUSTED R E C REC ALAHOC® PURE 5ERIES PRODUCT SPECIFICATIONS EXPERIENCE PEE 4O5w 25 YEAR PRUTRUST WARRANTY 20W/.E T2 LEAD-FREE oc ELIGIBLE ROHS COMPLIANT PERFORMANCE ek, REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED 1821±2.5[71.7±0.1] Y CERTIFICATIONS ..2811.11 901[35.51 460[18.11 - IEC 61215:2016,IEC 61730:2016,UL 61730 -iiA - I 1 IEC 62804 PID I 53.2[6.051 IEC 61701 Salt Mist r 1100(43.31+ - -- - - IEC 62716 Ammonia Resistance UL 61730 Fire Type Class 2 6.0±0.2 IEC 62782 Dynamic Mechanical Load p [024±0.01] - - o IEC 61215-2:2016 Hailstone(35mm) -; IEC 62321 Leadfreeacc.toRoH5EU863/2015 in N . '' 15014001:2004,1SO9001:2015,OHSA518001:2007,IEC62941 0 0 +i 1t±0.2 E. � nryy CE III IP". b Intertek Lead-Free 171 20.5±0.51 IN-" ' 1200(47.21 WARRANTY m [0.8±0.021,-, A Standard RECProTrust 153.7[6.051 r InstalledbyanRECCertihed No Yes Yes i"_ i - .' Solar Professional 45[1.81 22.5[0.91 • 671±3[26.4±0.12] System Size All '25 kW 25-500 kW J,30[1.2] Product Warranty(yrs) 20 25 25 Measurements in mm(in] # Power Warranty(yrs) 25 25 25 GENERAL DATA LaborWarranty(yrs) 0 25 10 132 half-cut REC heterojunction cells StaubliMC4PV-KBT4/KST4,12AWG(4mm°) Power in Year] 98% 98% 98% Cell type: with lead-free,gaplesstechnology Connectors: in accordance with lEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of 22 cells inseries IP68 only when connected Power in Year 25 92% 92% 92% See warranty documents for details.Conditions apply Glass: 0.13in(3.2 mm)solar glass with Cable: 12AWG(4mm2)PVwire,43+47[n(1.1+1.2m) anti-reflection surface treatment accordance with EN50618 MAXIMUM RATINGS Backsheet: Highly resistant polymer(black) Dimensions: 71.7x 40 x1.2in(1821 x 1016 x 30mm) Operational temperature: -40...+185°F(-40...+85°C) 8 Frame: Anodized aluminum(black) Weight: 451bs(20.5 kg) Maximum system voltage: 1000V 3-part 3bypassdiodes,IP68rated Maximum test load(front): +7000Pa(146lbs/sgft)' L Junction box: in accordance with IEC 62790 Origin: Made in Singapore -- - - --Maximum test load(rear): -4000Pa(83.(83.51bs/sgft)' m A Max series fuse rating: 25A ELECTRICAL DATA Product Code':RECxxxAA Pure 8 ","..._-,"""""""' Max reverse current: 25A tt Power Output PMAx(Wp) 385 390 393 400 405 'See installation manual for mounting instructions. o Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) 2 NominalPower Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS* 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 An in Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMgx: -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 oflsc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values Power Output-P (WP) 293 297 301 305 309 LOW LIGHT BEHAVIOUR V P. Typical low irradiance performance of module at STC: NominalPowerVoltage-VMPP(V) 38.8 39.1 39.4 39.7 40.0 O o Z NominalPowerCurrent-IMPP(A) 7.55 7.59 7.63 7.68 7.72 X : ! N Open Circuit Voltage-Vac(V) 45.7 45.8 45.9 46.0 46.1 I ro o V ! f Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 w - o- a ° = Values atstandard test conditions(STC:air mass AM IE,irradiance 10.75 W/sq ft(1000 W/m'),temperature 777(25°C),based on a production ce spread with a tolerance of PM,x,Va&Is,t3%within one watt class.Nominal module operating temperature(NMOT:air mass AM 1.5,irradiance oo '°' 'm m '- 800 W/m',temperature 68°F(20°C),windspeed 3.3 ft/s(1 m/s).°Where xxx indicates the nominal power class(P,,.)at STC above. Irradiance(W/m')� ee '® Founded in 1996,REC Group is an international pioneering solar energy 441141\C C 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 El ,, :0 headquarters in Singapore,REC also has regional hubs in North America, ,iy Europe,and Asia-Pacific. ks off:. , heal heal& IRONRIDGE XR Rail Family Solar Is Not Always Sunny ```F _ Over their lifetime, solar panels experience countless / ,�.` extreme weather events. Not just the worst storms in years, ` ,i' \, but the worst storms in 40 years. High winds capable of �-` ripping panels from a roof, and snowfalls weighing f enough to buckle a panel frame. XR Rails are the structural backbone preventing /s these results. They resist uplift, protect + 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 penetrations and the amount E ::. of installation time. , , ,,,,',,,f;,'"111M,Olt,, .N.' CI Ir J" , ',..„ , , / / z »gyp ' Force-Stabilizing Curve / Sloped roofs generate both vertical and lateral ky: "''' ,,4 forces on mounting rails which can cause them fry to bend and twist.The curved shape of XR Rails d r is specially designed to increase strength in both '' ,` P directions while resisting the twisting.This unique 4401110 . feature ensures greater security during extreme , weather and a longer system lifetime. 4 ,,,%;..::::...:.;,„....., ,gerr ..,„,: .„,....„,.,,,,,,,,.... ,, ,y:,.r...,...,„,..,:,::41. _ _, ...., .:., .... 0.6? .....,,,....,.:,..:::,,;.,,,,4,:r cz,,,:,i._,,„,,T , .4.7„.0.;,.,:„.„‘. ... . ,, ..,..<, .: .,,,,,..,..,..,,,:.,..:,... „...,,,..,.4.,‘„,r,:,,,:i,....,, ...,„,;,.e,.. „:,„,..,,,„„....,‘ _ .• Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials ;a '"., a `& XR Rails are IronRidge offers All XR Rails are made of 6000-series 6 3 0 is_i compatible with hill, a range of tilt leg aluminum alloy,then protected with an FlashFoot and 1�1 options for flat anodized finish.Anodizing prevents surface other pitched roof I 1 1 I roof mounting and structural corrosion,while also providing ' attachments. applications. a more attractive appearance. Sh 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) 6' 8' 10' 12' 90 120 None 140 XR14 160 90 120 20 140 160 90 30 160 40 90 160 a---- 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 ���_ ZA116.. IRON RIDGE Flash Foot2® The Strongest Attachment in Solar IronRidge® FlashFoot2®raises the bar in solar roof protection. The unique water seal design is both elevated and encapsulated, delivering redundant layers of protection against water intrusion. In addition, the 4. " twist-on Cap perfectly aligns the rail attachment with the lag bolt to maximize mechanical strength. Twist-On Cap FlashFoot2®'s unique Cap design encapsulates the lag bolt and locks into place with a simple Three-Tier Water Seal twist.The Cap helps FlashFoot2®delive FlashFoot2®'s seal architecture utilizes superior structural strength,by aligning three layers of protection.An elevated the rail and lag bolt in a concentric platform diverts water away,while a stack of load path. rugged components raises the seal an entire inch.The seal is then fully-encapuslated by the Cap. FlashFoot2®is the first solar attachment to pass the TAS-100 Wind-Driven t Single Socket Size A custom-design lag bolt allows you to install FlashFoot2®wit the same 7/16"socket size used on other Flush Mount Water-Shedding Design An elevated platform diverts water --.- away from the water seal. MEM Installation Features B = tA, Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. O B Rounded Corners Makes it easier to handle and insert under the roof shingles. • © 0 Reinforcement Ribs Yam,, Help to stiffen the flashing and prevent any bending or ' crinkling during installation. Benefits of Concentric Loading 1200 4 Traditional solar attachments have a horizontal offset between the rail and lag 890 bolt, which introduces leverage on the lag , ron bolt and decreases uplift capacity. fraw4a,9 Campallkar FlashFoot2® is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger 0 1 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. 0 2022 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 ,��_