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30B-076 (3) BP-2023-0446 148 FEDERAL ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 30B-076-001 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-2023-0446 PERMISSION IS HEREBY GRANTED TO: Project# 2022 NEW 2 FAMILY Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 28048 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: INC Nq WAY HOMES Lot Size (sq.ft.) Zoning: URB Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 04/13/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 20 PANEL 8.1 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: n Q� �� • ) . d' I w Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner fP 4 1 ' ilate DocuSign Envelope ID:ECD01383-C30C-47C7-BFD2-39E6EB0C8472 ly�l � The Commonwealth of Massachusetts` qp Icy Board of Building Regulations and Standards 9 �? MUNICIPALITY �� Massachusetts State Building Code, 78©`C R, <20 USE Vila : Building Permit Application To Construct, Repair, Reno ai` ^; ,pmolish a Revised Mar 2011 One- or Two-Family Dwellingrfw This Section For Official Use Only Building Permit Number: (3P' 4." . ¢y Date Applied: '1- 13-20Z3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 148 Federal St HSE, ** 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: John Handzel Northampton MA 01062 Name(Print) City, State,ZIP 148 Federal St HSE, ** (413) 563-0085 nuwayhomes60@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 ? Specify: Solar Brief Description of Proposed Work': Install 20 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: $ 7.5,00 Check No.o 7O) Check Amount: Cash Amount: 6. Total Project Cost: $ $28,048 g Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID:ECD01383-C30C-47C7-BFD2-39E6EB0C8472 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-106113 6/7/23 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 City/- ,Statee,,,ZIP� 4M Masonry /, `/ RC WS Roofing Covering Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 Phil@northeast—solar.coin 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 16 9 6 41 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.i 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 Ili No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 6 I,as Owner of the subject property,hereby authorize Northeast Solar to act on my behalf,,, , gas relative to work authorized by this building permit application. 366, NJ ,bbyl, 4411111111111/ 3/25/2023 Print Owner's Name s ro nic ign f ( ect'romc`�ignature) Date I SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under '. pains and penalties of perjury that all of the information contain in this ap. - ation i11 e and accurate o :est of my knowledge and understanding. / ' t-i/ it/25 P ' ner's or Authoriz • Agent's Name(El ct ,. is 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)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,fmished 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:ECD01383-C30C-47C7-BFD2-39E6EB0C8472 City of Northampton �twMr'O. y Massachusetts i �'' c. w: �; , DEPARTMENT OF BUILDING iNSEEGTIONS '�. 212 Main Street • Municipal Building1: •.,, BE r:3 0 Northampton, MA 01060 Y ,3 %� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLTITON 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 Signature of Applican . Date: (tt/0—d� The Commonwealth of Massachusetts Department of Industrial Accidents ` qfice of Investigations 'ii . s 1 Congress Street, Suite 100 Boston, MA 02114-2017 �'': � www.mass.gov.idia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Businesslnrganization Name: Northeast Solar Address:1:36 Elm St. C'ittl tat e,''Zip:Hatfield, Ma 01038 Phone #:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): 1.0 I am a employer with 1 empl oye es(full andJ 5. ❑Retail or part-time).* 6. ❑Restaurant(Bar/EatingE.stablishment 2.❑ I am a sole proprietor or partnership and have no ? ❑Office and/or S ales(incl. real estate, auto, etc.) employees working,for me in any capacity. [No w lark ets' comp.insurance required] }. ❑Nonprofit 3.0 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 Itrlaridarturing no employees. [No workers' comp. insurance required]** 4. We are a non-pr ofit or ganiz ati on staffed by volunteers 11.11HealtliCare with no employees. [No workers' comp. insurance req.] 12.2,1Dther ta or 19 t � *Any vphcant that clerics box#1 oust also fill cut the;ecb:nbek'si showing their wnn_,xker_,'curcpei ationpolicyinormation **If tie corporate officer law exempted tlennehms,but tie corporation has other employees,ay.rorkers'curupensation policy is repaired and such an ogaruzation shculi check box#l. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance CompanyNante:New York Marine and General Insurance Company Insurer's Address: 148 Federal St HSE, ** 2itycSt.ater' ip: Northampton MA 01062 Folic,;# or Self-ins.L.ic. m # WC202200019843 Expiration Date: 7/8/2023 Attach a copy of the workers' comp ensationp olicy declaration page (showing the p olicy number and expiration date). Failure to secure coverage as required under Section 25A ofMDL. 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 aSTOF' [MDRK ORDER and afine of up to$250.00 a day againstthe violator. B e advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for Ansurance coverage verification. I do hereby certify, under ns pen perjury that the information provided above is true and correct. it rab.ir e: D ate: 3/24/2023 Phone# 413-247-6045 Official use only. Do notwrn 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 Offre 6. Other Contact Person: Phone#: ;w.nra s;�o di.a Client#: 169764 NORTSOL ACORa, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYV)oa/1a/2o22 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 (A/C,No,Ext): (A/C,No): 144 Gould Street,Suite 100 ADE-MAIL DRESS: g p Joanne.Ho an a icbrokers.com 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 New York Marine And General Ins Co 16608 136 Elm Street INSURER C: INSURER D:Safety First Insurance Company 11123 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 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 TYPE OF INSURANCE ADDL SUBR POLCY EF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER JMM/DD/YYYYUMMIDD/YYYYL A X COMMERCIAL GENERAL UABILITY PK202200025855 07/08/2022 07/08/2023 EACHEA OCCURRENCEECQ� $1,000,000 PRE_CLAIMS-MADE X OCCUR MISES(EaEoccccufence) $300,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- POLICY X JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 07/08/2023 (Ea ac deernitSINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ AUTOS ONLY X SCHEDULED AUTOS BODILY INJURY(Per accident) $ X HIRTOS ONLY X NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY (Per accident) B X UMBRELLA LIAB X OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED I XI RETENTIONS10000 $ C WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYES $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 ort ptOn 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 #54219995/M4219992 J HOO1 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 ation date. If found return to: Registration Expiration Office of Con='mer Affai = and Business Regulation 169641 07/13/2023 1000 Washin•'•n Street 'Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA 8 14 GREGORY GARRISON 136 ELM ST �zGfk' w HATFIELD,MA 01038 Undersecretary Not I without signature Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Const ti ttSt ,rvisor CS-106113 Eit ires:06/07/2023 PHIWP BAUNSGARD.J1 41 HEATH ROAD a COLRAIN MA41340 1111 Commissioner Coats.- „, , . .:.. : ,_ • . �e r Roof mounted solar array with ‘•_,,,,i ., i • t 1 a 20x REC modules and r • 20x Enphase IQ8Plus-72-2-US j'= = ` ? ,+ p f microinverters - .�E `.:f .� b i. • �� t r `, r' µ. k pr. . ',Or i '---,7-,;.,.- _ ' GIs + 1rf } .M F?� +' + + �` , ,_ ,,� +. ,,,,, . Y Main electric de' �► illr , „ • 2 panel in 4e,' * 7; '� basement : ��'sar '• I'Slier to ¢. • D y -.:: '' -,'''' 4'..4 ""4, -- ' ''-'. iire°4 L , 14 .....:” ., .014,14,;#t_ , _ , . , .7,-, - :--- i, eif . ''' es,...:1,7,... •, .- ' -,..- .. ....-... ---„' .-...•:-:-- ' - -'-- '' 114 , 4 (re OP: ' - ot",it ' °'4° C.;• , tiv .:,. . Ar . , ' iki.. ,z, , r qn . to •4'awe -ait _ jofrF '}, ! •Utilitr� meter and �� ig vi i -'' ;/�' 4 1 �,' " access •ible _. ' ' �'' so1arAC d sconne° siml " • ,t tor wall_ 'on R M". 4 _. -. _cam- Yf+..A John M Handzel #,. , 148 Federal St HSE, ** Northampton, Ma 01062 NO ' H E A S T ENERGY O LA R INDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 11, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: John Handzel, 148 Federal Street,Northampton, MA: Structural assessment of new house roofs to support proposed PV solar panel arrays. I have investigated the roof framing for the proposed PV solar panel installation. The new 2 fstory, 24'x 48' house with a 2-story, 12'-6"x 6' shed roof bump-out off the south side is near completion of construction. 17 PV solar panels are to be installed on the south facing roof of the house and 3 solar panels on the south facing shed roof of the bump-out. The house roof is framed with 2x10 rafters installed 16"on-center, spanning 11'-6"with a roof slope of 10/12. 2x8 ceiling joists are secured to the bottom of the rafters preventing the roof from spreading. The shed roof of the bump-out is framed with 2x6 rafters installed 16"on-center, spanning 8' to the house roof with a 4/12 roof slope.The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed PV solar panel arrays. 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 house roof and shed roof framing are adequate to support the proposed PV solar panel arrays and the snow and wind load requirements of the current 9th Edition of the MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, qc DAVID A. y VREELAND o \ f C�N"r/l �/ CIVIL " No. 46317 David Vreeland, PE '°�o�FFGIstEtz���,�`� Vreeland Design Associates ssioNALEN 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 Street & Driveway Access — - Roof Area Front Roofs Sq FT 786 Rear Roofs Sq Ft 786 Dormers Sq Ft 203 Total Roof Sq Ft 1,775 18" Array Area 36" Solar Module Sq Ft 19.9 18" Array Sq Ft 398 36" Array Roof Coverage 22.4% Required Ridge Setback 18" John M Handzel 148 Federal St h " NORTHEAST Northampton, Ma 01062 a °3 ENERGY SOLARINDEPENDENCE SOLAR'S MOST TRUSTED R E C { C ° /' ' iiri/ 4,,,,,:,,t'..., f ''' REEALPHW® PURE SERIES _ PRODUCT SPECIFICATIONS *. t t'4 EXPERIENCE REC 405wP 25 YEAR 0 PRoTRUSI- WARRANTY 20.3 T2 LEAD-FREE ELIGIBLE ROHE COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED 1821t2.5[71.7±0.11 CERTIFICATIONS r8[1.11 901[35.51 �� 460[18.1] IEC 61215:2016,IEC 61730:2016,UL 61730 ' - 4 IEC 62804 PID 153.7[6.051 IEC 61701 Salt Mist a 11 o0[43.31+ % IEC 62716 Ammonia Resistance UL 61730 Fire Type Class 2 6.0±612 IEC 62782 Dynamic Mechanical Load [0.24±o.o11 o IEC61215-2:2016 Hailstone(35mm) g q . mi IEC 62321 Lead-freeacc.toRoHSEU863/2015 .-' 15014001:2004,ISO 9001:2015,OHSA518001:2007,IEC 62941 0 +: E. 0 11±0.2 P C E El /7®a Zii[0.43t0.01] Intettek Lead-Free ,t_= 1_ 1 ` WARRANTY 20.5±0.5 ' ''/ ��\ I 1200[47.2] a [0.8t0.021,''. Standard RECProTrust r .153.7[6.05] o Installed by an REC Certified 1 1 + Solar Professional No Yes Yes 45[1.81 22.5[0.91 _ 671 13[26.4±0.121 System Size All s25 kW 25-500 kW I . ... ._...__ t3o[1.z] Product Warranty(yrs) 20 25 25 Measurements in mm tin) A Power Warranty(yrs) 25 25 25 t GENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC heterounctioncells Power in Year] 98% 98% 98% 1 StaubliMC4PWKBT4/KST4,12AWG(4mm� Cell type: with lead-free,gaplesstechnology Connectors: in accordance with IEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of 22 cells in series onlyIP68when connected Power in Year 25 92% 92% 92% See warranty documents for details.Conditions apply Glass: 0.13 in(3.2 mm)solar glass with Cable: 12AWG(4mm)PVwire,43+47in(1.1+1.2m) anti-reflection surface treatment accordance with EN50618 MAXIMUM RATINGS Backsheet: Highly resistant polymer(black) Dimensions: 71.7x40x1.2in(1821x1016x30mm) Operational temperature: -40...+185°F(-40...+85°C) °' Y Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000 V a 3-part,3bypassdiodes,IP68rated Maximum test load(front): +7000Pa(146lbs/sgft)* Junction box: in accordance with IEC62790 Origin: Made in Singapore - - - - -- - - - -- - - � Maximum test load(rear): -4000 Pa(83.5 lbs/sq ft)' 2.10 % Max series fuse rating 25 A ♦ ELECTRICAL DATA _ Product Code':RECxxxAA Pure Power Output-P (Wp) 385 390 395 400 405 Max reverse current 25 A 'See installation manual for mounting instructions. 1 Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) c 8 Nominal Power Voltage-VI,,„(V) 41.2 41.5 41.8 42.1 42.4 ' TEMPERATURE RATINGS* F Nominal Power Current-IM�(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44C(t2°C) , ul tn Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMpx: -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 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 o Power Output-PMA.(WP) 293 297 301 305 309 L, Typical low irradiance performance of module at STC: > Nominal Power Voltage-VM�(V) 38.8 39.1 39.4 39.7 40.0 z f Nominal Power Current-IM (A) 7.55 7.59 7.63 7.68 7.72 ye •` i ry w Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 ' .-- 9 • f Short Circuit Current IS<(A) 8.16 8.20 8.24 8.28 8.32 8 . Values at standard test conditions(STC:air mass AM 1.S,irradiance 10.75 W/sgft(1000 W/m'),temperature 77°F(25'C),based on a production • a , spread with a tolerance of P.,Voc&Is,±3%within one watt class.Nominal module operatingtemperature(NMOT:air mass AM 1.5,irradiance 800 W/m°,temperature 68'F(20'C),windspeed 3.3 ft/s(1 m/s).*Where xxx indicates the nominal power class(PMmx)at STC above. Irradiance Wm')� Founded in 1996,REC Group is an international pioneering solar energy 0 REC 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 Ii , `Ii headquarters in Singapore,REC also has regional hubs in North America, + Europe,and Asia-Pacific. ri •® 4 //r IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, r but the worst storms in 40 years. High winds capable of f i .i- ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. z�� XR Rails are the structural backbone preventing ,% 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 " of installation time. 0 I / , 4 Force-Stabilizing Curve Sloped roofs generate both vertical and lateral 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 Adirections 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 k 41 compatible with a range of tilt leg aluminum alloy,then protected with an ^ FlashFoot and r�1 options for flat anodized finish.Anodizing prevents surface other pitched roof 1 1 roof mounting and structural corrosion,while also providing Il 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. aLit "1111116"—"-----m2111 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 • ji None ' ., 140 :1$ �: XR1000 •160 90 120 20 • — 140 160 30 160 40 90 160 80 160 1111101. 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 ,��_ .. 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 g , lag bolt to maximize mechanical strength. # ' . hXr i 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 N 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 41.1 gri xr „' 5'4° Y ,+ �y#�� 4i, t.Ervr �ri J1n 4 Single Socket SizeKA A custom-design lag bolt allows you to install FlashFoot2®with the same 7/16"socket size used on other Flush Mount r, Water-Shedding Design An elevated platform diverts water away from the water seal. Installation Features s 0 Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. C t 1� 1 Rounded Corners Makes it easier to handle and insert under the roof shingles. („.C.) Reinforcement Ribs A Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 *Ir ® w; Tam Traditional solar attachments have a horizontal offset between the rail and lag opt) to. •Lawrie Gatiptumor bolt, which introduces leverage on the lag a on bolt and decreases uplift capacity. ii FlashFoot2® is the only product to align Zoo the rail and lag bolt. This concentric loading design results in a stronger 0 1 2 3 attachment for the system. Pail-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 IronAidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 ,��_