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BP-2023-0610 589 FLORENCE RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 37-005-001 CITY OF NORTHA$'IPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-0610 PERMISSION S HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOL DESIGN Est. Cost: 19859 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 SILVAINE, SAM PRANGER &MACLEOD, Use Group: Owner: MARGARET Lot Size (sq.ft.) Zoning: SR Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 05/10/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 14 PANEL 5.67 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: . 4.1. Yr . Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:'(413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:537356AA-0175-4A4B-A802-2FC06D3625FA The Commonwealth of Massachusetts 1 to Board of Building Regulations and Stan ids '�qr - FOR I Massachusetts State Building Code,780E R 9 MUNICIPALITY ..; p 09 USE Building Permit Application To Construct, Repair, RenbvaeiTiolish a / Revised Mar 2011 One-or Two-Family Dwelling ''? '"�sa� Jf This Section For Official Use Only , "'05`'/vs Building Permit Number: 4€,7 )3- Ct (0 Date Applied: 4) ' i`O5.5 5.IO•Z0Z3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 589 Florence Rd 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❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Sam Silvaine Florence MA 01062 Name(Print) City,State,ZIP 589 Florence Rd (630) 485-0391 sam.silvaine@gmail.com; No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other g7 Specify: Solar Brief Description of Proposed Work2: Install 14 solar panels on Roof SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑ Standard City/Town Application Fee ❑ Total Project 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 $ $1 g 859 Check No.)a.7&'3beck Amount 76" Cash Amount: ota Cost: 0 Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID: 537356AA-0175-4A4B-A802-2FC06D3625FA SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-106113 67/ Phillip Baunsgard License Number Expiration Date Name of CSL Holder 41 Heath Rd List C$L Type(see below) U No.and Street Type Description Colrain, Ma 01340 U Unrestricted(Buildings up to 35,000 cu. ft.) R I Restricted 1&2 Family Dwelling City/T ,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@northeast—solar.cow I+ Insulation l'elephone 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.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes No ❑ 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 rn/atical iv to work authorized by this building permit application. / 441111111/ 3/21/2023 Print Owner's Name(Electronic igna riuerui Dale SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest er the pains and penalties of perjury that all of the information cont.' -.P in this a licatio s true and acc t e best of my knowledge and understanding. P t�j/ 1/17/2023 't* er's or uth z d Agent's Name(F ctronic 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,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:537356AA-0175-4A4B-A802-2FC06D3625FA City of Northampton '?cam - °i:• S„5 � SfC Massachusetts �; �_ e ! w i I, 4 3 DEPARTMENT OF BUILDING INSPECTIONS �`• rn 212 Main Street • Municipal Building 9F_ OD Northampton, MA 01060 °s- 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 Signature of Applicant: Date: ;/ /41/25 The Commonwealth of Massachusetts Department_of Industrial Accidents - —,10' Office of Investigations 1 Congress Set, Suite 100 sir • s Oar Boston, MA 02114-2017 • - Mass.gov;dia Workers' Camp ensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly Business/Organization Name: Northeast Solar Address:1:36 Elm St. city?S tat e/Z..ip:Hatfield, Ma 01038 Phone #:413-247-6045 Are you an employer? Check the app rop riate box: Business Type(required): 1.El I am a employer with 2 employe es(.fi_rll and ❑Retail orpart-timel.* 6. ❑Restau antBar/EatingEstablishment 2.❑ I am a sole proprietor or partnership and have no , empl o�ye e s working far in e in any capacity. El Office andior S ales(incl. real estate, auto, etc.) [N o workers' comp.insurance required] ❑N orrprofit 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 Manu>tactur'rng no employees. [No workers' comp. insurance requnred] 4.El We are a non-profit organization staffed by vol,xiteers 11.❑H ealth C are with no employees. [No workers' comp. insurance req.] 12.ta0ther ear <) *Any applicant that clerks box.#1 mist.also fill aft the sect nbek'?'sh::virg their worker'compensation policy information **If t1r ccsFcsate offker haves exempted tlunrel'es,but flu,:orroration has otlrrenpLr es,awoiken'compensation policy is negiired and Buchan orgaiumtion should cluck box#1 I am an employer that is providing workers'compensation insurance for my employees. Below is the policy &formation. Insixance ompanyName:New York Marine and General Insurance Company Insurer'sAdckress: 589 Florence Rd t it;rlSt+atefzip: Florence MA 01062 Folic # orSelf-ire L.ic # WC202200019843 7/8/2023 Expiration Date: Attach a copy of the workers' comp ensationp olicy declaration page (showing the p olicy number and er iration date). Failure to secure coverage as required under Section 25A of MOL. c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andfor one-year imprisonment, as well as civil penalties in the form of a STOP 'RIC ORDER and a fine of up to$2 50.00 a day against the violator. B e adaised that a copy of this statement maybe fory arded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify, raider ; ins ,.+• perjury that the information provided above is true and correct. f f Si -natur , , /, Li ate: 1/17/2023 e: Phone41 cl 3-247-6045 !� Official use only. Do notw • area, to be completed by cry 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#: .iris s g',,,,di.a Client#: 169764 NORTSOL ACORD„ CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY)os/1s/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/C144 Gould Street, Suite 100 EMAILo,E>tt�: (A/C,No): ADDRESS: Joanne.Hogan@epicbrokers.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 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 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. LTRR ADDL TYPE OF INSURANCE INSR INVD POLICY NUMBER (MBR MIDDDIIYCY YYY) (MM/DCDY/YYYY) UNITS A X COMMERCIAL GENERAL UABILITY PK202200025855 07/08/2022 07/08/2023 EACHEAC OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(EaEoNCouERDence) $300,000 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: $ D AUTOMOBILE LIABILITY 5909629 07/08/2022 07/08/2023 FE0a acdd SINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ — OWNED TU ONLY X SCHEDULED BODILY INJURY(Per accident) $ AUTOS X AUTOS ONLY X AUUT S ONLY P(PeOacade TY DAMAGE B x UMBRELLA LIAB I_X OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB I CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 _ $ C 'WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 X ;MUTE 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/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 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' t Update Address and Return Card. I i Office of Consumer Affairs&Business Regulation NOME 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 — GREGORY GARRISON 136 ELM ST 't ,..lr HATFIELD,MA 01038 Not v It without signature Undersecretary SI Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Rel ulations and Standards conat t�trs }{visor NN 'p CS-106113 „ IL__ ,,, Eitpires:06/07/2025 PHILUP BA S e �M, ,� '' 41 HEATH READ ,yt COLRAIN M1e�1 f r ykF Y.rim.'' v) f/f.Lvd':1.1 i Commissioner ,yp ule4m.2.ra, . , , sp7,9 .. . , rftt Ft..riPENC.P-... '-'46N, 14:),"'''.-._• 400. r...100.,.. �. r .' A, Main electric ;, . r panel in 1 I A : . ,= basement _ . , . A ; - r .4 ,( , .„. ...... . . ,.,. ..,--‹ ' • i ". .' :4 , ' AS A , x . #r es' ,%s - 4 tic ,, y s-. sEy . .Y 14. « { `ram�`J � �r #4"-.1"al c fs t - - y. . . ..- ' .--/, .. . . ,...„, ,. : Root,mounted solar array with , , ; -- 14x REC modules and '�- 14x Enphase lQ8P;lus-7_ , �, - a .ril Sam Pranger Silvaine .-? 589 Florence Rd Florence, Ma 01062 NORTHEAST SOLARINDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 4, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Sam Silvaine, 589 Florence Road, Florence, MA: Stru tural assessment of existing house roof to support the proposed PV solar panel array. I have investigated the existing roof framing in the area of the proposed PV solar panel installation. The original 1-3/4-story, 24'x 26' balloon frames house was constructed in 1930. A 22'x 32' 1-story ell addition appears to have been constructed off the north side of the house at a later date. 14 PV solar panels are to be installed on the south i.cing roof of the house. The house roof is framed with full dimension 2x5 rafters installed 18"± s n-center, spanning 11' with a 7.5/12 roof pitch. Based on the limited number and size of the knots,the rafters appear to be select structural softwood. The rafters are supported on top of the b.Iloon framed walls with the top of the walls 4'-2"above the 2"d floor.2x5 ceiling joists are secu ed to the side of the rafters 2'-4" above the top of the walls preventing the roof from spreading. The roofing is composite asphalt shingles. I have reviewed the mounting details for the proposed PV sol.r panel array. Based on my calculations and a solar panel unit weight of 46± lbs, with the attachment points of the solar panel array placed at a maximum of 36"±on center and staggered is minimize the load to any one rafter, the existing house roof framing is adequate to support the pro I osed PV solar panel array and the snow and wind load requirements of the current 9th Edition o the MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, H of MgSsq . DAVID A. cry VREELAND w, o f o CIVIL V " No. 46317 "' David Vreeland, PE �O�o�, ecisTE' s) `� Vreeland Design Associates ``SS/ONALEN�' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 18in RIDGE SETBACK _ . .. _ ,. ,!: 1 r ' (---1. ... i., r.--_,. . , f f , 1 ..,.. ; ., '* tom{ jr ,, t T t L }, ,f.�i+v T 4 ,.fe •, r ¢ ,: RAKE IMF II SETBACK .,,..., , .� ., ...-. .1.:_. -z .- 1 C . _.......... .4 . . , ., , ..... • . ..._ , ,. . . .... • y ;AYa 64. Lt s' • : +g 4. r s 4, tr Sh ,- y*: Y4. * , '' .1 }Rt> f :'t -ye . ' dI ,„ • t� : B / , 4 �//' • ¢ u SOLAR'S MOST TRUSTED R E C .j y ,,��gy..4'y �+.3aRy6'. Nk5s �SN -y'1 x 1 k t1' q' r 00, .fir S 'Y 'N, q �4, .-.: :, 4..y,. f� ' I - ,A.. ...) EXPERIENCE 4O5w 25 YEAR', ', 20.3 WiT2 � IGIBL3� LEAD FREE ELE ROHS COMPLIANT PERFORMANCE . REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED 1821±25[71.7±0.11 , 'CERTIFICATIONS .28[1.11 901[35.51 460[18.11 IEC61215:2016,IEC 61730:2016,UL 61730 - A IEC 62804 PID 153.7 16.051 IEC 61701 Salt Mist 1100[43.31 t r;` ' IEC 62716 Ammonia Resistance 1 UL 61730 Fire Type Class 2 1 6.0±0.2 IEC 62782 Dynamic Mechanical Load [a.24±0.011 - ^ o IEC 61215-2:2016 Hailstone(35mm) 4 IEC 62321 Lead-free acc.to RoHS EU 863/2015 N '^ 15014001:2004,1509001:2015,OHSA518001:2007 IEC 62941 O O Lrt +I 11±0.2 au. ❑ w[0.43±0.01] -- ' b - - Intertek Lead-Free 1_ ,.! !WARRANTY iz: 20.5±0.5 r t 1200[47.2] - [0.8±0.021 Standard REC ProTrust 153.7[6.051 Installed by an REC Certified r r?"- r - "+ Solar Professional No Yes Yes a 45[1.81 22.5[0.9] 671±3[26.4±0.12] System Size All a25 kW 25-500 kW 1 r30[1.2] Product Warranty(yrs) 20 25 25 Measurements in mm[in] Power Warranty(yrs) 25 25 25 ♦GENERAL DATA Labor Warranty(yrs) 0 25 10 132half--cut REChetero'unctioncells Power inYearl 98% 98% 98% 1 StaubliMC4PV-KBT4/KST4,12AWG(4mm) Cell type: with lead-free,gapless technology Connectors: in accordance with lEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6 strings of 22 cells in series IP68 only when connected Power in Year 25 92% 92% 92% See warranty documents for details.Conditions apply 0.13in(3.2mm)solar glass with 12AWG(4mm')PVw[re,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) " 0 Frame: Anodized aluminum(black) Weight: 451bs(20.5kg) Maximum system voltage: 1000V g, 3-part,3bypassdiodes,IP68rated Maximum test load(front): +7000Pa(1461bs/sgft)' L Junction box: naccordancewithlEC62790 Origin: Made in Singapore Maximum test load(rear): -4000Pa(83.51bs/soft)' m Max series fuse rating: 25A -5 10 ELECTRICAL DATA Product Code':RECxxxAA Pure P. Max reverse current: 25 A Power Output-PMAx(Wp) 385 390 395 400 405 •See installation manual for mounting instructions. Watt ClassSorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) ip it Nominal Power Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 f TEMPERATURE RATINGS* F 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 ofVoc: -0.24%/°C Power Density(W/sq ft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient of Isc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values ♦LOW LIGHT BEHAVIOUR F. Power Output-PMAO(Wp) 293 297 301 305 309 Typical low irradiance performance of module at STC: 5' Nominal Power Voltage 38.8 39.1 39.4 39.7 40.0 Cc zNominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 ae ,m : ry V - J, Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 1 .- ai Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 f, " a W y a. Values at standard test conditions(STC:air mass AM1.5,irradiance 10.75W/soft(1000W/m'),temperature 777(25"C),based onaproduction ce spread with a tolerance of Pr„",Va&Is(±3%within one watt class.Nominal module operating temperature(NMOT:air mass AM I.S.irradiance ,a. 800 W/m',temperature 68'F(20"C),windspeed 33 ft/s(1 m/s).`Where xxx indicates the nominal power class(P,,,0)at ETC 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 0; ' '0 headquarters in Singapore,REC also has regional hubs in North America, 'y}} Europe,and Asia-Pacific. $c: 0 Z/Aw& 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, 7. f 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 I requires fewer roof attachments, 1 reducing the number of roof 1 ,............. 401, penetrations and the amount .-_-:._. , of installation time. SI . 4.. . i , r 1 CI TS, /1/ Force-Stabilizing Curve f Sloped roofs generate both vertical and lateral I q, ; 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 Ili feature ensures greater security during extreme weather and a longer system lifetime. 11% ,**.mi Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series ^I FlashFoot and rcompatible with a range of tilt leg aluminum alloy,then protected with an Ir options for flat anodized finish.Anodizing prevents surfaceIllk 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. ir""11.1""*"--.................li ----------""ji 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 i1 XR1000 160 90 120 20 140 - 160 90 i 30 16040 90 40 ' 160 80 160 120 160I 'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for acts ©2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,IAV_ Tech Brief ZAlik 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, the111 Z 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®deliv -- '" FlashFoot2®'s seal architecture utilizes superior structural strength,by aligning M three layers of protection.An elevated the rail and lag bolt in a concentric , a;. ,,, 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 774 attachment to pass the TAS-100 Wind-Driven fik 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 A Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. (B) Rounded Corners Makes it easier to handle and insert under the roof shingles. -O — (C) Reinforcement Ribs A — — — {{}--- Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 argasl ® 11t110 Traditional solar attachments have a —- horizontal offset between the rail and lag 6, eooditased bolt, which introduces leverage on the lag a erin ho` ... bolt and decreases uplift capacity. 400 FlashFoot2'"- is the only product to align 200 the rail and lag bolt. This concentric loading design results in a stronger t 2 3 attachment for the system. Rai$-to•Lag Offset(m) 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 ,��_