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11-018 SOLAR BP-2023-1469 31 RUSTLEWOOD RIDGE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 11-018-001 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-2023-1469 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 44420 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2025 Use Group: Owner: JOE RANDO Lot Size (sq.ft.) Zoning: WSP Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202300019843 HATFIELD, MA 01038 ISSUED ON: 10/20/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 35 PANEL 14.175 KW ROOF MOUNT SOLAR SYSTEM (NO STRUCTURAL NO BATTERY) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: (� V 4 . TI1 Fees Paid: S75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner Al The Commonwealth of Massachu efts r v 4 ,. Board of Building Regulations and tand rds FOR i Massachusetts State Building Code 780 MR (-1- 8 UN IPALITY o USE Building Permit Application To Construct, Repai , erg Demo�Qs�a Rev sed Mar 2011 One- or Two-Family Dwelling o'9TNq14oA.,i This Section For Official Use Only TOE Mq n�eT,n 'gyp '�� Building Pe it Number: (j(/^ 1 / Date Applied: eti as ,�� A.70-2az3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 31 Rustlewood Dr __ 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: Joe Rando Florence MA 01062 Name(Print) City, State, ZIP 31 Rustlewood Dr (508) 400-2580 joe@randos.net 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) ❑ Alteration(s) 0 Addition ❑ Demolition ❑ Accessory Bldg. 0 Number of Units Other g1 Specify: Solar Brief Description of Proposed Work2: Install 35 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: ❑ Standard City/Town Application Fee 2. Electrical $ ❑ Total Project Cost3(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) 2t Total All Fees: $ 6. Total Project Cost: $ $44,420 Check No heck Amount: 76 Cash Amount: 0 Paid in Full ❑ Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 6/7/25 CS-106113 Phillip Baunsciard 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.) / own,Stat ,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@northeast—solar.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 7/13/25 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 E No ❑ 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 half, i 1 matte relative to work authorized by this building permit application. OMBSept. 20, 2023 Print Owner slame( ectro is Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information .'ned in this ap ion is true a cc ate to the best of my knowledge a d understanding. 'l, q u r �o�c�-j� 3 P •wner s or ze Agent's tectonic S►gnature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage, finished basement/attics, decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage" may be substituted for"Total Project Cost" City of Northampton -�' Massachusetts .111_ �f . A s r W V .1I DEPARTMENT OF BUILDING INSPECTIONS y 212 Main Street • Municipal Building ` "° "lige Northampton, MA 01060 �s'[rh, ,y.3<�� 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 PP Signature of Applicant: '! e: Io/iz/ - g The Commonwealth of Massachusetts Department of Industrial Accidents ___> ffce of Investigations . ��f_ 1 Congress Street, Suite 100 ., -- Boston, MA 02114-201' "., •,a www.mass.gov,.dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name:Northeast Solar Address 136 Elm St. Cit7, tate/L.ip:Hatfield, Ma 01038 phone #:413-247-6045 Are you an employer? Check the app rop riate box: Business Type(requited): 1. ® I am a employer with 26 employees(full and/ 5 ['Retail or part-time).* 6 ❑RestaurantBer/EatingEstablishment 2.El I am a sole proprietor or partnership and have no 7 ❑Office and/or Sales(incl. real estate, auto, etc.) employees working for m e in any capacity. [No workers' comp.insurance required] ❑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 ❑Manufacturing no employees. [No workers'comp.insurance required]*' 4.❑ We are a non-profit organization, staffed by volunteers, 11 ❑Healthcare with no employees. [No workers' comp insurance req.] 12 ®Other Solar Panels *Any applicant that clucks box 41 mist also till art the 5ectionbe1 v sh ring their workers'compensation policy information **If the corporate offices have exempted themselves,but the corporation has other employees,aworkers'compensation policy is n quued and such an o sganimtiort shculd check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance CorupanyName:National Casualty Company Insurer's A&tress: 31 Rustlewood Dr city/State/Zip: Florence MA 01062 Policy# or Self-ins.Lic. 20230019843 Expiration Date: 7/8/2024 Attach a copy of the workers' comp ensa do n p olicy declaration page (showing the p olicy number and expiration date). Failure to secure coverage as required under Section25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day againstthe violator. Be advised that a copy of this statement may be forwarded to the Office of Investi rations of the DIA for i -urance coverage verification. I do hereby certify, under th an perjwy that the information provided above is true and correct. . 9/6/2023 Signature: D ate. Phone#:413-247-60466 Ai* tl 4k Official use only. Do not writ_ • / 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#: Client#: 169764 NORTSOL ACORD, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/VVYY)7/13/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Commercial Support Edgewood Partners Ins.Center 1 PHONEo,EA: 455-0700 FAX 144 Gould Street, Suite 100 ADD N (A/C,No): E-MAIL NEcertificates@epicbrokers.com Needham, MA 02494 781 455 0700 INSURER(S)AFFORDING COVERAGE I NAIC# INSURER A:Gotham Insurance Company '25569 INSURED I INSURER B:National Casualty Company 11991 Northeast Solar Design Associates, LLC 11123 INSURER C:Safety First Insurance Company 136 Elm Street -- — -.-- _INSURER D: 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 ADDL SUBR'. POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR,WVD' POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X,COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(EaEoccurrence) $500,000 X'. Bl/PD Ded:5,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 I PRO- POLICY X'JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT 5909629 07/08/2023 07/08/2024(Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ _ OWNED SCHEDULED BODILY INJURY(Per accident) $ _ •AUTOS ONLY X AUTOS ---- ----- -JI HIRED NON-OWNED PROPERTY DAMAGE $ X'�AUTOS ONLY X .AUTOS ONLY (Per accident) A UMBRELLA LIAB X OCCUR — ---_-_ _...---- - — XS22030004 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$.,_____ $ B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 )( PER H- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE, E.L.EACH ACCIDENT 11I$ OFFICER/MEMBER EXCLUDED? L ,N I N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE!$ If yes,describe under DESCRIPTION OF OPERATIONS below 1 E.L.DISEASE-POLICY LIMIT ,$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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 #S5777257/M5763194 RH002 Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Regi iations and Standards Constw visor CS-106113 4pires:06/07/2025 PHILLIP BA • 41 HEATH R••• COLRAIN MA51 • Commissiancr :;`,a�^-. r no. !a THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington $jrept- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration .4 • Type. LLC NORTHEAST SOLAR DESIGN ASSOCIATES,LLC r F�egisttation: 077/13/2025 136 ELM ST FiratiOn: 13/ HATFIELD, MA 01038 Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs 8 Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:LLC Office of Consumer Affairs and Business Regulation Registration frwiration 1000 Washington Street -Suite,710 169641 : 07/13/2025 Boston,MA 02118, NORTHEAST SOLAR DESIGN ASSOCIATES LLC ' GREGORY GARRISON �--� 136 ELM ST 4.14.4" HATFIELD,MA 01038 Undersecretary Not-Mid without signature .4 ; i Main electric ', ;� 1� _ h _ _ 4 panel in house F , A 144''r-, p • A 1t - _.,, _ _ , basement . ..,,,.,, , ��+° ., l\ 4,,, It �.?.- i - � :�nos ::. _ �' -•.3iy _i -1,, -� _ ��+i!�. i-- *f % *- �t �. ?n►' 1r+�. . 44 ; t �' 14i J• a,1-, :. ,. ..i. �� _, ,,,,..• . . , .. , _ r, St sfi3. •4r.. i'. .. ei • .: 4' ''.1 't -$: ....4., ,,.iika; ... '''. 111:4 _, e,,.. .„ -t.-%11:4 ' -.:-• 'r '' .17': rit y a .„, . .„ . , , . ,.. o-:"11111'64:' 1..11::° • • .,4 .,fL'i 1 3 ' s .a ' . 1': P .k ,^� ' 110 SIC �� ' , Ma �TT t sd, . ' - '-1,-*00 1Yrdirigir ,1 ;.;-.4.. - ...-,. ' A .- Al. „, . , , ,, . ... , ,, ,..... . ..... , ... „,.... , 11,, ,t r___, , : ; , , r 'A ..-4 ro�, r 4 � Via. «( 7�` Y' K 11 y7.� i+ ,.. ,.,,A,.: %,' ' '1, . _ . 1„,%, tic , }, 1 -f., _ , ., ,4 4 4,,. i 1,,.) l 1 , '" -rti •i- N ' 7 a 4 ,. i, a y 114. 1 J 9 Sy �..i. x , t?. . +, ,l4y .. a ro _ \;• s ���'� : .,: ."n + . f� Y f+h"''- `to {+ ? • w !.+,,,• i ! _r 3 , Y+. '„ L 4 ' V 9 Sys Roof mounted solar array with ~'. �` .. ' ,, : .� f x 35x REC modulesand ' _ nay , ' x 35x Enphase IQ8PIu22U : , '' f +microinverters • ` 'a � ;lid Joseph Rando 31 Rustlewood Dr Florence Ma 01062 NORTHEAST SOLARINDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: October 12, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Joe Rando, 31 Rustlewood Ridge, Florence, MA: Structural assessment of existing house and garage roofs to support the proposed PV solar panel arrays. I have reviewed the architectural plans prepared by Contemporary Country Builders, Northampton, dated 1996 and investigated the existing roof framing in the areas of the proposed PV solar panel installations. Based on the Assessor's records the 2-story, 32'x 50' modern- contemporary style house with an attached 1-1/2-story, 27'x 36' garage off the east side was constructed in 1996. 12 PV solar panels are to be installed on the house west facing roof and 23 solar panels on the back south facing shed dormer roof of the garage. The house roof is framed with 2x8 rafters installed 16"on-center, spanning 14'-2"to a 2x4 bearing wall and then extends 7' to the ridge forming a saltbox style roof. The roof pitch is 9/12. 2x6 ceiling joists are located approximately 12"up from the top of the east wall and extend back to the west rafters preventing the roof from spreading. The 2x4 bearing wall is located mid-span of the 29'-4"width of the section of the house with the bearing wall supported down to the basement. A 2x4 kneewall located 4'-6" in from west exterior wall supports the rafters reducing the 14'-2" span to 9'-8". The kneewall is supported on 2x10 floor joists installed 16"on-center. The garage shed dormer roof is framed with 2x8 rafters installed 16"on-center, spanning 13' with a 4/12 roof pitch. 2x6 ceiling joists are secured to the rafters preventing the roof from spreading. 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 PV solar panel unit weight of 46± lbs, with the attachment points of the arrays placed at a maximum of 4' on center and staggered to minimize the load to any one rafter, the roof framing of the house and garage are adequate to support the proposed PV solar panel arrays and the 40 psf ground and 35 psf roof snow loads and the 117 mph Vutr basic wind speed requirements of the current 9th Edition of the MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, �P��HDf 4Ass9 �3' DAVID A. �y :itVREELAND ^duj , v CIVIL No. 46317 "' David Vreeland, PE A\� 0\ Vreeland Design Associates SbNAIk7' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 Ro 1 ' Street & A.I , r. `, _ Driveway Access re, . , f r Roof 2 18' 1111111111 r> 11111 CI CI IHIHhIIH / \ Roof 3 Roof Area Array Area ' System Details Roof 1 Sq FT 1.487 Solar Module Sq Ft 19 9 System Size 35 panels Roof 2 Sq Ft 1.876 Array Sq Ft 696 5 South Roof Pitch 18' Roof 3 Sq Ft 827 Array Roof Coverage 16.6% West Roof Pitch 37` { F __ ' Required Ridge Total Flout Sy Ft 4.190 �t Ck fir' ip Asphalt '0,o. ;.,. I Joseph Rando 31 Rustlewood Rdg Florence Ma 01062fAle°411°°:" N O R T H E A S T SOLAR `NIS'EGt NDENDEtiCE SOLAR'S MOST TRUSTED itSk R E C • RE ALpHoc. PURE SERIES PRODULT 5PEOFEATION5 • ;`, •k• . $=, EXPERIENCE REC 405WP 25 YEAR PROTRUST WARRANTY 20.3 41-2 , COLEAD-FREE R1116. ELIG ,H IBLE MPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED REC ALPI-A PURE SERIES> 1821±2.5[71.7±0.11 CERTIFICATIONS �za[1.1] 901[35.51 .� 460[18.11 1EC61215:2016,1EC 61730:2016,UL 61730 a 74' 'r IEC62804 PID 153.7 16.051 IEC 61701 Salt Mist .-• r 1100[43.311- �-- I IEC 62716 Ammonia Resistance 1 _ UL61730 Fire TypeClass2 6.o±0.2 IEC 62782 Dynamic Mechanical Load [0.24±0.011 -- ---- o IEC 61215-2:2016 Hailstone(35mm) x ®7,47 i 0 IEC62321 Leac6fxeeacc.toRoHSEU863/2015 r IS014001:2004,1509001:2015,OHSAS 18001:20071EC 62941 v, o C E o 11±02 GA °Crn.�,�I�°8 ❑ e[043±0.011 p :� hnenek _ead-Free - --t�1 ; . WARRANTY o 5- r � , zoo laz.zl - [0.8±0.021 Standard RECProTrust -\ 153.7[6.051 I Installed by an REC Certified No Yes Yes t :,r_ 1 .. Solar Professional -► - 45[1.81 22.5[0.91 671±3[26,4±0.121 System Size All s25 kW 25-500 kW J V30[121 Product Warranty(yrs) 20 25 25 Measurements in mm lin] Power Warranty(yrs) 25 25 25 ite GENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC hetero unctioncells Power in Year l 98% 98% 98% 1 StaubliMC4PV-KBT4/KST4,12AWG(4mmz) Cell type: with lead-free,gapless technology Connectors: in accordance with lEC 62852 Annual Degradation 0.25% 0.25% 0.25% 6stringsof22cellsinseries IP68 only when connected Power in Year 25 92% 92% 92% See warranty documents for details.Conditions apply 0.13in(3.2 mm)solar glass with IZAWG(4mm2)PV wire,43+47in(T.1+1.2m) Glass: Cable: anti reflection surface treatment accordancewithENS0618 MAXIMUM RATINGS Backsheet: Highly resistantpolymer(black) Dimensions: 71.7x 40 x1.2 in(1821 x 1016 x 30 mm) Operational temperature: -40...+185°F(-40...+85°C) el Frame: Anodized aluminum(black) Weight: 451bs(20.5kg) Maximum system voltage: 1000V • 3-part,3bypassdiodes.lP68rated Maximum test load(front): +7000Pa(146lbs/sgft)' Junction box: in accordance with IEC62790 Orlgin: Made in Singapore Maximum test load(rear): -4000Pa(83.5lbs/sgft)* m Max series fuse rating: 25A e ELECTRICAL DATA Product Code*:RECxxxAA Pure Max reverse current: 25 A Power Output PMAx(Wp) 385 390 395 400 405 'See installation manual for mounting instructions.WattClassSorting-(W) 0/+5 0/+5 0/+5 0/+5 0/+5 Design load-Test load/1.5(safety factor) Nominal Power Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 - TEMPERATURE RATINGS' H Nominal Power Currentt-IMPP(A) 9.35 9.40 9.45 9.51 9.56 Nominal Modute Operating Temperature: 44C(t2°C) a. N Open Circuit Voltage-Voc(V) 48.5 48.6 48.7 48.8 48.9 Temperature coefficient of PMAx: -0.26%/-C Short Circuit Current-Isc(A) 10.18 10.19 10.20 10.25 10.30 Temperature coefficient ofVoc: -0.24%/cC Power Density(W/sgft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient of Is,: 0.04%/-C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 The temperature coefficients stated are linear values N LOW LIGHT BEHAVIOUR o Power Output-PMAx(Wp) 293 297 301 305 309 Li Typical low irradiance performance of module atSTC: > Nominal Power Voltage 38.8 39.1 39.4 39.7 40.0 z" - g Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 a . N Z , Open Circuit Voltage-Vac(V) 45.7 45.8 45.9 46.0 46.1 d -- f Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 W - a rr Values at standard testconditions(SICair mass AM 1.5,irradiance 10.75 W/sg ft(1000 W/mi),temperature 77T(25°C),based on a production : spread with a tolerance ofPu„x,Va&Isc t3%within one watt class.Nominal module operating temperature(NWT air mass AM1.5.irradiance - '- -' -- "' 800 W/m'.temperature 68°F(20'C),windspeed 33 ft/s(Im/s)."Where xxx indicates the nominal power class(P,,x)atSTC above. Irradiance(W/m3) � � Founded in 1996,REC Group is an international pioneering solar energy R 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 0 '0 headquarters in Singapore,REC also has regional hubs in North America, .F.1 Europe,and Asia-Pacific. f 'd 614* 0 , Tech Brief l'/A IRONRIDGE XR Rail Family Solar Is Not Always Sunny 7 Over their lifetime, solar panels experience countless 7 / extreme weather events. Not just the worst storms in years, / 1 ile / i. - 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 requires fewer roof attachments, 7 ; reducing the number of roof penetrations and the amount of installation time. kkg ' i I - J CI 1 ., it ,. . „.. .. : _ , , 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 �'' i directions while resisting the twisting.This unique feature ensures greater security during extreme weather and a longer system lifetime. \� 0000•2 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series k r) acompatible with range of tilt legaluminum alloy,then protected with an FlashFoot and options for flat anodized finish.Anodizing prevents surface other pitched roof roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. Tech Brief XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. jk 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 ' XR100 XR1000 • 160 90 120 20 140 160 90 30 160 90 40 160 80 160 I 120 160 I '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 /AI 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 I �` , twist-on Cap perfectly aligns the rail attachment with the a 'T" • 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 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 0 Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. 0 0 Rounded Corners Makes it easier to handle and insert under the roof shingles. OReinforcement Ribs Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 wan Traditional solar attachments have a horizontal offset between the rail and lag ' eao ~'�"''m'"`® bolt, which introduces leverage on the lag a On bolt and decreases uplift capacity. aoo "i Lain Co.Compiebr 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. Wall to Lair comer[In) Testing & Certification Structural Certification Designed and Certified for Compliance with the International Building Code &ASCE/SEI-7. Water Seal Ratings Water Sealing Tested to UL 441 Section 27 "Rain Test" and TAS 100-95 "Wind Driven Rain Test" by Intertek. Ratings applicable for composition shingle roofs having slopes between 2:12 and 12:12. UL 2703 Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratings. ©2022 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 ,��_