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03-037 (2) BP-2023-0839 41 LINSEED RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 03-037-001 CITY OF NORTHAMVIPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-0839 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 59235 ASSOCIATES LLC 106113 Const.Class: Exp.Date:06/07/2025 Use Group: Owner: LLC TNT PROPERTIES Lot Size (sq.ft.) Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 06/26/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 45 PANEL 18.225 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: • ' ' it ell • � • YYY I f Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissi'ner ►-'1 E The Commonwealth of Massachusetts oard of Building Regulations and Standards FOR N z 3 2023assachusetts State Building Code, 780 CMR MUNICIPALITY USE Deer of ' �n P rmi Application To Construct,Repair, Renovate Or Demolish a Revised Mar 2011 NORTHAMPTON►MA 01Cg ONS One- or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 1 P- ) 3- g 3q Date Applied: iti1 (1-05.5 ,y/3 6 262023 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers Sp r off its4p 41 Linseed Rd ()3 031 3-017 TY/0) 1.la Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: X es,ANK4 t 1 aS 160 F 1 . a40 Zoning District Proposed Use Lot Area(sq ft) Frontage(It) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private El Municipal i Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Tim Paciorek Hatfield MA 01088 Name(Print) City,State,ZIP 41 Linseed Rd (413) 563-7'24 tim@paciorekelectric.com No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Construction$. Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other gi Specify: Solar Brief Description of Proposed Work': Install 45 solar panels on Roof SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ t. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑ Standard City/Town Application Fee Cl Total Project Cost3 (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire Suppression) Total All Fees ((�� 59 235 Check No.AllV`F:heck Amount Cash Amount: 6.Total Project Cost: $ 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES '' `s. Alt 5.1 Construction Supervisor License(CSL) CS-106113 6R/24) 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 wn,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@no theast-solar.com 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-soiar.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 ii No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property,hereby authorize Northeast Solar to act on my beha ' all s relative to work authorized by this building permit application. Print Owner's Name Electronic Si2naturel Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest the . is and penalties of perjury that all of the information cons ' d ip this icati s true and acct to g , Best of my knowledge and understanding. 1/16/2023 P nt ner's or Authorize gent's Name lect - 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.govroca 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 s I:, II- Massachusetts A r i DEPARTMENT OF BUILDING INSPECTIONS 4' - 212 Main Street • Municipal Building Northampton, MA 01060 x41'N ar,1" CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, 554, 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: b(20/ 3 g pP The Commonwealth of Massachusetts _ Department of Industrial Accidents • _ Tice of Investigations _ 1 Congress Street, Suite 100 it" ''1�— Boston. MA 02114-2017 _ wwwv.mass.gov:dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly BusinessiOrganization t lame: Northeast Solar Address:136 Elm St. citl7.1State/2,ip H Afield, Ma 01038 Phone #:41 3-247-6045 Are you an employer? Check the app rop riate box: Business Type(required): 1 El I am a employer with 2.4) employees(full and/ 5. ❑Retail orpart-time).* 6 ❑R.estaurantiBar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7 ❑[_,dice :and/or S ales(incl. real estate, auto, etc.) employees working for m e in any capacity. [N o workers' comp.insurance required] ❑Id on-profit 3 ❑ We are a corporation and its officers have exercised 9. ❑Entertait rt ent their right of exemption per c. 152, §1(4), and we have 10.11 A;Ian,.>tacturiri; no employees. [No workers' comp. insurance required]** 4.0 'nie are a non-profit organization, staffed by volunteers, 11. So+ trpcluet6�� are with no employees. [No workers' comp. insurance req.] 12. i. ter �a *Any applicant that c1Pcics box it1 mist also fill aitthe sectionbekw;hwirg th'nrWO/her:'conipeuat on;obey mtbn ation "if the corporate ofEcen ha'.e exempted themselves,but the corporation 1s other entpLo,,ees,avioikers'cceiperu. n pnl;ry is nquiied and such an c.,ant ration shaii,i check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Ino.rance C ompany N ame:New York Marine and General Insurance Company Insurer'sAdclress: 41 Linseed Rd City"State/yip: Hatfield MA 01038 Policy# orSelf-ins.Lic_ T # WC202200019843 7/8/2023 Expiration Date: Attach a copy of the workers' comp ensatio n p o licy declaration page (showing the p olicy number and exp iratio n date). F ailure to secure coverage as re quire d under Section 25A ofMGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,5001iii and/or one-year imprisonment, as well as civil penalties in the form of aSTOP WORK ORDER and afine of up to$250].00] a day against the violator. L e advised that a copy of the statement may be forwarded to the Office of Investigations of the DIA for • uance coverage v rification. I do hereby certify, under a 'us pen perjury that the information provided above is true and correct. Signat:_ire L ate: 1/16/2023 Phone# 413-247-6045• ` Official use only. Do not write this area, to be completed by city or town official City or Town: Permit,'License Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City,,Town Clerk 4.Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: ,,.,,!.ItldSig]•7!dii Client#: 169764 NORTSOL ACORD DATE(MMIDDIYYYY)CERTIFICATE OF LIABILITY INSURANCE 08/1$/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Joanne Hogan Edgewood Partners Ins. Center PHONE —FAX (A/C,No,Est): (AIC,No): 144 Gould Street,Suite 100 AE-DDRMAILSS: Joanne.Hogan@epicbrokers.com a icbrokers.com E Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIL 781 455-0700 Gotham Insurance Company INSURER A: P Y 25569 INSURED INSURER B:Capitol Indemnity Corporation 10472 Northeast Solar Design Associates, LLC New York Marine And General Ins Co 16608 136 Elm Street INSURERC: 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 CONTRAC OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICI S DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCE BY PAID CLAIMS. INSR ADDL SUB POLICY E POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/ (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERALLIABIUTY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(EaEocccurrence) $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- PRODUCTS $2 000,000 POLICY X JECT LOC r OTHER: $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 07/08/2023 (Eaal dn)t?INGLE LIMIT $1,000,000 _ ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ _ AUTOS ONLY AUTOS X AUTOS ONLY X AUTOS ONLY (Peoacdde DAMAGE B x UMBRELLA LIAB X_ OCCUR I XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE 81,000,000 EXCESS LIAB i CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 _ $ C WORKERS COMPENSATION WC202200019843 PER OTH- 07/08/2022 07/08/2023 X AND EMPLOYERS'LIABILITY STATUTE I IER Y I 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 $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of insurance 21-22 Master CERTIFICATE HOLDER CANCELLATION Cityof Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4219995/M4219992 J HO01 Commonwealth or Massachusetts Division of Occupational Licensure Board of Building Regulations and Standards Constlan S ,rvisor s. •s CS-106113 _ �l „:, - cpires: 06/07/2025 • PHILLIP BAUf+IS .1'` '' 41 HEATH ROAD E _ COLRAIN MA✓01340 '• ._-' :') `. t. 4( 'Nile4(.tVdi1)> Commissioner dads, ,Z i THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Co tractor Registration )� i; i,�/ _.. Type: LLC 1 Registration: 169641 NORTHEAST SOLAR DESIGN ASSOCIATES,'ILL Expiration: 07/13/2025 136 ELM ST HATFIELD, MA 01038 �O �i""-" Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the I HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:LLC Office of Consumer Affairs and Business Regulation I Registration Expiration 1000 Washington Street -Suit 710 169641 01/13/2025 Boston,MA 02118 NORTHEAST SOLAR DESIGN ASSOCIATES LLC I r I / I GREGORY GARRISON I 136 ELM ST ,mom,°ai'_f :.f-h,.i HATFIELD,MA 01038 u —- Undersecretary No aii I d without signature I _ I .mow y 4$ `' iill 5t _N'r , ) .- ��. f C � .� Tl _�� _ 14 r� J• rti. :. Main electric „ ��� 4 r{ �y b - . ; , >{, ,=4� e0x ��� �' panel in t �� ;^ _ ''' 3 i a,y j, ; N, • } 'X s.ky, _'` „Y -:. .. `•" basement 'I� --, - -^ . • v 7Y l� �* ju 71� a ^� ... _ ' •g * • ' p`�' , i t ' '" sl "`• , 1 ! ' . �, t h4 y • i 440.; `� °`• is �eR . 4,I ,4-9 + -r le k. 11 a ;Q ` f ' 5t fi . { �" y,• . fir,.;° fib_ � � a. s� t t� '$ .r, Sse ,..-, '\ 1 i. e'y `', i, r A`,A .. } ,,c- f t ' ._. 3 ' , •.x. M Y ::te r. " , ram` ! 7 1i.v1.v,,i.4i,.ra.,t."o.-.r•'a * ili '! 1 t 0. • 1 1 :.i ,' 14\4.-%!,IttO T'ci.F '' A.i{ '.4` .S. .7 '}, i5' 1r ..S ...i... 4 • ,.Ji r 1. : , _ 't-'. �+ • if ., If: '. .4"::_. * ., , ''''''' ,_,1,,`",?44‘.. .,, _. ,,.., ,.. ,, �y16 q 'R s $ -+ ' ' IC' . ..'',.;t:,44' , 1' 1,,, .. • lir, :,„ Ilgt,„ ..' -,...'1 t is iiYYI'` .s, s..'S. iif a , , —Air r// a , ik ' , ,� . • * i xt ¢�s • Roof mounted solar array with ' !. j ,� . 45x REC modules and .a� At, M1% i,�. to '' i , y, jr, 4 45x Enphase IQ8PIus-72-2-US 4 ' x Ai C ,q 4 Y.,,T 44.Emicro inverters . r •- ,w, 'K�"i 4*. 4Ak.i , , a R P - it a - ! A ♦ 4 ..'', ?lir* ' I: ilt' 4.4!‘ a Y �� 4 C �. 1 yf� ,_ Y 7 f �, r �s to ' Paciorekille NORTHEAST SOLARINDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: June 16, 2023 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Tim Paciorek, 41 Linseed Road, Hatfield, MA: Struc ral assessment of new garage roof to support proposed PV solar panel array. I have reviewed the roof truss design and the framing details i n the new house and garage for the proposed PV solar panel installation. The 34'x 47', 1-1/2-sto , house with an attached 31'x 46' off the west side of the house is a new build.45 PV solar pan.is are to be installed on the south facing roof of the garage. The garage roof is framed with 2x8 op chord and 2x10 bottom chord attic design roof trusses, designed and manufactured by UFP :elchertown, LLC, installed at 24" on-center, spanning 31' with a 12/12 roof pitch.The trusses h:ye been designed for a 35 psf roof snow load, a 10 psf dead load on the top chord, and a 117 mp i V uk basic wind speed. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed PV sole panel array. Based on my calculations and a 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 minimi-e the load to any one roof truss, the garage roof framing is adequate to support the proposed PV s i lar panel array and the snow and wind load requirements of the current 9th Edition of the MA S ate Building Code for the Town of Hatfield. Please contact me if you have any questions or need addition.1 information. (�N MA OF Sincerely, ��,P s4 �� �VID A. y VREELAND r, CIVIL Ct14.rti ViLaA-JQAAJ No. 46317 "' David Vreeland, PE c Vreeland Design Associates IONALt4' 116 River Road, Leyden, MA 01337 I Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 18" _ 11111111 36- ► Street & Driveway Access ► Tim Paciorek 41 Linseed Rd Hatfield, Ma 01038 NORTHEAST SOLAR INDEPENDENCE SOLAR'S MOST TRUSTED R E C pRODU�p EXPERIENCE 4O5w 5 YEAR), � 20.3 w4T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE le, REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED REC ALPHA PURE SERIES> 1821±2.5[71.7±0.1] 'CERTIFICATIONS ,28Il 901[35.51 460[18.11 IEC 61215:2016,IEC 61730:2016,UL 61730 A IEC62804 PID 153.7[6.0sl IEC 61701 Salt Mist L r 1 100[43.31+ . .. . in--,, IEC 62716 Ammonia Resistance ; UL 61730 Fire Type Class 2 6.0±0.2 IEC 62782 Dynamic Mechanical Load [0.24±0.01] = IEC 61215-2:2016 Hailstone(35mm) ` ? 03 IEC 62321 Lead-free acc.to RoHS EU 863/2015 15014001:2004,1509001:2015,OHSAS 18001:200I,,IEC 62941 L.L. o +I o. 11t0.2 OVE ,a,, C E ❑ ifr rq[0.43±0.01] rD Intertek Lead-Free V-_` , ♦WARRANTY -- 20.5±0.5 ' 1200[47.21 - am o [0.8±0.021 , Standard RECProTrust 153.7[6.05] Installed by an REC Certified t V w- a r r Solar Professional No Yes Yes -► '1 45[1.8] 22.5[0.9] _ 671±3[26.4±0.12] System Size All 425 kW 25-500 kW r Product Warranty(yrs) 20 25 25 1 30[1.21 �. Measurements in mm lin] A Power Warranty(yrs) 25 25 25 ♦GENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC heterojunction cells Staubli MC4PV-KBT4/KST4,12AWG(4mm2) Power inYearl 98% 98% 98% Cell type: with lead-free,gaplesstechnology Connectors: in accordance with IEC62852 Annual Degradation 0.25% 0.25% 0.25% 6stringsof22cellsinseries IP68 only when connected Power inYear25 92% 92% 92% z See warranty documents for details.Conditions apply 0.13in(3.2 mm)solar glass with 12AWG(4mm)PVwire,43+47in(1.1+1.2m) Glass: Cable: anti-reflection surface treatment accordance with EN50618 'MAXIMUM RATINGS Backsheet: Highly resistantpolymer(black) Dimensions: 71.7 x 40 x1.2 in(1821 x 1016 x 30 mm) Operational temperature: -40...+185°F(-40...+85°C) Frame: Anodized aluminum(black) Weight: 451bs(20.5kg) Maximum system voltage: 1000V 5 3-part 3bypassdiodes,IP68rated Maximum test load(front): .7000Pa(1461bs/sgft)' L Junction box: naccordancewithlEC62790 Ongln: Made in Singapore Maximum test load(rear): -4000Pa(83.51bs/sgft)' m g Max series fuse rating: 25 A f ELECTRICAL DATA Product Code':RECxxxAA Pure 2. Max reverse current: --....-. 25 A Power Output-PMAx(Wp) 385 390 395 400 405 See installation manual for mounting instructions. Watt Class Sorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) ,n Nominal Power Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 f TEMPERATURE RATINGS' A LI Nominal Power Current-IMPP(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature: 44°C(±2°C) . Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient ofPMAx: -0.26°.6/°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 ofIsc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values RI P W t LOW LIGHT BEHAVIOUR Power Output MAx( p) 293 297 301 305 309 _- TypicallowirradianceperformanceofmoduleatSTC: S Nominal Power Voltage 38.8 39.1 39.4 39.7 40.0 o f Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 e ; LN Z V o 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 . cc --- Values at standard test conditions(STC:air mass AM 1.5,irradiance 10.75 W/sq ft(1000 W/ma),temperature 77°F(25°C),based on a production = spread with a tolerance of PMAx,Voc&Ixt3%within one watt class.Nominal module operating temperature(NMOT:air mass AM 15,irradiance '- m '°° "° w `° ®' 800 VI-re,temperature 68°F(20'C),windspeed 3.3 ft/s(1m/s).`Where)xx indicates the nominal power class(P.)at SIC above. Irradiance(W/m') Founded in 1996,REC Group is an international pioneering solar energy ®` 1\EC 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 E1 v�;tI headquarters in Singapore,REC also has regional hubs in North America, ,tw Europe,and Asia-Pacific. 1!,'i Y 111714..0 . Tech Brief /J 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, 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 against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability 1 -7/ requires fewer roof attachments, reducing the number of roof penetrations and the amount 4 \� of installation time. r 0 , . Force-Stabilizing Curve Sloped roofs generate both vertical and lateral II 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. \ % 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 n FlashFoot and other pitched roof I I I�1 options for flat anodized finish.Anodizing prevents surfaceIlliiiiin 1 ' 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. i 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' 90 . 120 None 140 XR10 XR1000 • 160 :. 90 120 20 140 160 90 30 160 90 t: 40 160 80 160 120 160 111.0 '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 ,��_ Tech Brief /fir IRON RIDGE 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 addi ndtion, the •, ,.t � twist-on Cap perfectly aligns the rail attachment with the lag bolt to maximize mechanical strength. 341 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 attachment to pass the TAS-100 Wind-Driven • 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. Tech Brief Installation Features 0 OAlignment Markers Quickly align the flashing with chalk lines to find pilot holes. 0 O Rounded Corners Makes it easier to handle and insert under the roof shingles. — CO Reinforcement Ribs Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading ino _ o w meo Traditional solar attachments have a ' horizontal offset between the rail and lag e0° "`'"'"°"° illeeGian bolt, which introduces leverage on the lag Fnn ihoPi� bolt and decreases uplift capacity. -.Inw COO Compeelhar FlashFoot2® is the only product to align • 200 the rail and lag bolt. This concentric loading design results in a stronger attachment for the system. k• l m I a;.i:ffcPr(lni 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 ,��_