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43-088 (18) BP-2024-0450 66 WHITTIER ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 43-088-001 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-2024-0450 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est.Cost: 42883 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2025 COCCA,LAURA MARIE&THOMAS MATTHEW Use Group: Owner: TRUSTEES Lot Size (sq.ft.) Zoning: WSP Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 202300019843 HATFIELD, MA01038 ISSUED ON: 04/17/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 34 PANEL 14.28 KW ROOF MOUNT SOLAR SYSTEM (NO STRUCTURAL OR 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: 172 Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner * t DocuSign Envelope ID:C7324DB3-944C-4D74-B014-526873A25FA5 The Commonwealth of Massach etts „ * Ic, Board of Building'Regulations an tan' .rds ~/''ifs FOR / ,MUNICIPALITY i, Massachusetts State Building Co , 781 CMI�F,9 �:� e,^ ,_ f nc� N,/n` USE Building Permit Application To Construct, Repaii;•kt- ��� •, e Or Lertzie9 sh a Revitd Mar 2011 One- or Two-Family Dwelling '`'''(./,) Q This Section For Official Use Only '7b`,''A,, Building Permit Number: by)-tf '!5D Date Applied: '� �% k ua (Z ,//i,%�. 11-17 222y Building Official(Print Name) Signature 1)ate SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 66 Whittier St 1.la Is this an accepted street?yes X no _ Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: /oning 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 ElZone: — Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Tom Cocca Florence MA 01062 Name(Print) City,State,ZIP 66 Whittier St 413-695-4652 tom.cocca@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. ❑ Number of Units Other f1 Specify: Solar Brief Description of Proposed Work2: Install 34 solar panels on Roof o.F -Houma 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 $ Total All Fees Suppression) _ Check No.�•� Check Amount116 Cash Amount: 6.Total Project Cost: $ $42,883 0 Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID:C7324DB3-944C-4D74-B014-526873A25FA5 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-106113 6/7/25 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.) Cit awn,State,ZIP R Restricted 18t2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 Phil@northeast—solar1coin I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 16 9 6 41 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 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 behalriii rs relative to work authorized by this building permit application. I uo►taS (Ut. (owl. 4411111111/ 3/14/2024 U4 1Fu 1,46V Print Owner's Name ecli nuc onus tii c Date 111111111111111111 SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains • d penalties of perjury that all of the information contained in this application is true, curate to the st my kno led:; and understanding. 5/AA, 4 £' &tS or Author) Agent's m• cc. n at r / 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:C7324DB3-944C-4D74-B014-526873A25FA5 City of Northampton 99S"� -''` ,A Massachusetts Ai � A i . 40 J s DEPARTMENT OF BIILDING INSPECTIONS z M r 10 212 Main Street • lanicipal Building Northampton, !A 01060 ° ;- v,,`', CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECIS) 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 Applica t: Date. q7/ ( The Commonwealth of_Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 c Boston, MA 02114-2017 ?:• www.mass.gov..dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name: Northeast Solar Address:136 Elm St. City/State/Zip:H atfield, Ma 01038 Phone # 413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): 1.0 I am a employer with 23 employees(full and/ ❑Retail or part-time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.❑ I am a sole proprietor or partnership and have no 7 El Office and/or S ales(incl. real estate, auto, etc. employees working for m e in any capacity. [No workers' comp.insurance required] 8. El Nonprofit 2.❑ We are a corporation and its officers have exercised 9. ❑Entertainm cut 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 organizati op staffed by volunteers 11 ❑Health Care with no employees. [No workers' comp. insurance req.] 12.®Other Solar Panels *Any applicant that checks box#1 mist also fill art the sectionbelcw shveug their workers curripensation polic;information_ **If the a-ay,rate dicers have exempted themselves,but the rurgirahcn has other employees,awoikers'compensation pnliry is iequned and such an „ .aru ticm slculd deck box#1. I am an employer that is providing workers'compensation insurance for ray employees. Below is the policy information. Ins trance CompanyName:National Casualty Company Inssuzer'sAddress: 66 Whittier St City/State/Zip: Florence MA 01062 Policy# or Self-ins.Lic T 20230019843 Expiration Date: 7/8/2024 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 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 against the violator. Be advised that a copy of this statement may be forwarded to the Office of I rune sti gati errs of the DIA for insur , e coverage verific ti on. certify, under I do hereby der the pa'7�f d pe• '. • p that the information provided above is true and correct. Signatur e 3/14/2024 //� � Date: Phone# 413247 6045 Official use only. Do not write in z 1. ea, 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 Offr.e 6. Other Contact Person: Phone#: vr.vw.mas 5 govrdia Client#: 169764 NORTSOL IDD/YYVY) ACORD CERTIFICATE OF LIABILITY INSURANCE DATE 7n(MM(MMo23 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 I PHONE Eat):781 455-0700 FAX (A/C,No, (A/C,No): 144 Gould Street, Suite 100 E-MAILDESS: NEcertificates@epicbrokers.com Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIC# 781 455-0700 INSURERA:Gotham Insurance Company 25569 INSURED Northeast Solar Design Associates, LLC INSURERS:National Casualty Company 11.991 INSURER C:Safety First Insurance Company 11123 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. Ii RR ADDLSUBR POLICY EFF POLICY EXP TYPE OF INSURANCE POLICY NUMBER UNITS JNSR WVD _ (MM/DD/YYY1� (MMIDDIYYYY)_ _ A X COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EEACHGES(EOECCCOURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISaEo cu ence) $500,000 X BI/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 PR - POLICY X ECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITY 5909629 07/08/2023 07/08/2024 (EOMac dent) E LIMIT $1,000,000__ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY X_ AUTOS 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 S1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 X MUTE EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? N N/A ----- --- ---- ---- ----- ----- (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as Evidence of Insurance. 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 North 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 #S5765155/M5763194 RH002 1111 Division of Occupational Licensure Board of Building Regi lations and Standards Constion Srvisor •s CS-106113 1R 4pires:06/07/2025 PHILLIP BAUJlISGA**fie; 41 HEATH ROAD COLRAIN MAC 0134U 0044.. Ccrn rrfiSSion.r ;�n;./!'•.h,: N+G::�.:%.�.. THE COMMONWEALTH OF MASSACHUSETTS 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: 07/13/2025 136 ELM ST i ' HATFIELD, MA 01038 • Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&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 Expiration 1000 Washington Street -Suite,710 169641 07/13/2025 Boston,MA 02 16 p NORTHEAST SOLAR DESIGN ASSOCIATES,LLC I +� GREGORY GARRISON1 1/1 136 ELM ST _C 4e4, J HATFIELD,MA 01038 �- Undersecretary Not-valid without signature Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 10, 2024 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Laura Cocca, 66 Whittier Street, Florence, MA: Structural assessment of existing house roofs to support the proposed PV solar panel arrays. I have investigated the existing roof framing in the areas of the proposed PV solar panel installations. Based on the Assessor's records, the original 2-story, 26'x 36' gambrel style house with a 12' wide connector and 24'x24' garage off the west gable end was constructed in 1980. Around 2001, it appears a new 30'x 22', 1-1/2-story garage was constructed off the north gable end of the original garage with the old garage converted to living space. At some point a new roof was framed over the original connector roof with the south side over the dining area. 14 PV solar panels are to be installed on the house back south facing, 5 solar panels on the south facing roof of the former connector-now dining room, 10 solar panels on the west facing roof of the former garage and 5 solar panels on the west facing shed dormer roof of the newer garage. The house roof is framed with 2x6 rafters installed 16"on-center, spanning 12'-6"with a 4/12 pitch. The south rafters have been sistered with 2x8s along the length of the original rafters. 2x6 ceiling joists are attached to the bottom of the rafters preventing the roof from spreading. The original connector roof is framed with 2x6 rafters installed 16" on-center, spanning approximately 10' with a 4/12 pitch. The new roof over the connector is framed with 2x6 rafters installed 16"on-center and appear to be supported on the south top wall plate and attached to the side of the original rafters. The new roof has a 4.6/12 pitch with the ridge located approximately 2' to the north of the original ridge. The former garage roof is framed with 2x6 rafters installed 16"on-center, spanning 11'-6" with a 7/12 pitch. 2x8 attic joists are attached to the bottom of the rafters preventing the roof from spreading. The shed dormer roof over the new garage is framed with 2x 10 rafters installed 16", spanning 11' with a 3.5/12 pitch. The west wall of the dormer sets back from the west wall of the garage approximately 4'. The roofing is composite asphalt shingles. House Newer Garage y010 + 0 r ow , Dining Room W E *IP Former Garage ��,� ' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland©verizon.net Fax: (413) 624-3282 The existing 2x6 rafters of the former garage have too long a span to support the solar panels and meet the current building code requirements and need to be reinforced. Reinforce the west rafters supporting the solar panels by installing a 2x4 kneewall located 2'-6"maximum in from the exterior wall to reduce the span of the rafters. Attach the vertical 2x4s to the sides of the rafters with 3 —2-7/8"FlatLok or equivalent structural screws, and toe screwed to the top of the a 2x4 plate attached to the top of the attic joists. Another option is to install vertical 2x6s and using a nailgun nail the 2x6s to the side of the rafters with 6— 10d/12d nails. Toe-nail the 2x6s to the top of a 2x6 plate attached to the top of the attic joists. 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 48±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 reinforced former garage roof framing, as outlined above, and the roof framing of the house, connector and shed dormer roof of the newer 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 Vim 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� N�F Mgss4� DAVID A. y VREELAND CIVIL ct.A-;""c, °°.--d " No. 46317 `" David Vreeland, PE 'O� '�Fc �� o,� ISTER Vreeland Design Associates essioNALEN�' a ' . 10f rylk : '•• IS `•, sii, N ��� . • i <. t' b -'•i -a` .�, ' '- ' - A. ) 'Sr .. OP , 6 /4 .1" " S .• .-I.'..." • A t it ile.vitille - ' . 4 , ..._ l i GI •F /sJ f e •„� a• �; eie If M ti �. �„ +. ti .^ • . �5 r1: ; ', •Al -.Y •I f r r •to ior F to e r ,� .. '.� =M • •t .�-_{ ...• a .4 J' ter. , „- solar AC disconnect ol.�sr ~ 'i1� cif . 's .�_, la S,� '�f �BV exterior wail l __ �� 4,` e , i K 4 11 �lEk e - i lam♦ N. •( - • '_ Main electric p, � ,� 41* w ,eO it , - Roof mounted solar arraywith a „N..,'; panel in house :- .3 � ..„--',..a... F. , ; 34x REC modules and A. basement t . - ;,� .� 34x Enphase IQ8PIus-72-2-US 1.'r - -.N• -..k % OW- ' t 'W V ._ ' -' �!` �� �� microinverters 1 �� • y ti . ie I' Aoivi _ �•' IlU. ` ..A. -I. \ . fit",�; ♦t Lt , Tom Cocca 66 Whittier St Florence, Ma 01062 NORTHEAST SOLARINDEPENDENCE Street & Roof Area Driveway 1 1 Access Total Roof Sq Ft 3,044 0 Array Area ROOF A /�' 36" ,1� Solar Module Sq Ft 20.8 -*- - Array Sq Ft 707.2 l_ _ I e Array Coverage 23.2% '"'"\-/.-- Required Ridge Setback 18" / . System Details 36" / System Size 34 panels 1 , 18 --................&_ Roof A Pitch 16° 36" __ O -J Roof B Pitch 31° II �� - I ill o Roof C Pitch 21° l ° Roof D Pitch 18° 36" } Li_ ROOF D Roofing Material Asphalt Shingle I ROOF B ROOF C '''...74-- ---'-q: 7.--- -------, v o Tom Cocca 66 Whittier St . di> Florence, Ma 01062 NOR T H E A S T SOLARINDEPENDENCE SOLAR'S MOST TRUSTED R C C A REIALFHOC PURE I . . ER ES PRODUCT SPECIFICATIONS - =' -1 COMPACT PANEL SIZE 4 420 V V P EXPERIENCE REC w� 25 YEAR 20.1 FT2 WARRANTY 21.7% EFFICIENCY LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE REIIIRLPHA PURE 2 SERI16 ® REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED GENERAL DATA 36.4xo'1 36.4 1.1 20.7 . 185 t0.1 p. Cell t e: 132 half-cut REC heterojunction cells with lead-free, £ - i - •d A yP I gapless technology,6 strings of 22 cells in series 6.05 r 0.12 in solar glass with anti-reflective surface treatment ~` Glass: in accordance with EN12150 a9.2 i Ni Backsheet: Highly resistant polymer(black) 014 toot Frame: Anodized aluminum(black) '- I s M I ■ it 3-part,3 bypass diodes,lead-free Junction box: S Ei M IP68 rated,in accordance with IEC 62790 StaubliMC4PV-KBT4/KST4(12AWG) a 0.4330.01 Connectors: in accordance with IEC 62852,IP68 only when connected ir- ._. Cable: 12 AWG solar cable,49.2+49.2 in o.a mo.o2 -may' in accordance with EN50618 '' _ 49.2 • i 6.05 Dimensions: 73.4 x 40.9 x 1.2 in(20.88 sq-ft) r rr r I - ..' Weight: 47.61bs(21.6 kg) . . 1.e 0.9 273 z0.1 Origin: Made in Singapore - I*1.2 Measurements in inches Imm1 ELECTRICAL DATA , `•; ''" Product Code':RECxxxAA PURE 2 CERTIFICATIONS ,` Power Output-PMAx(WP) 400 410 420 430 IEC 61215:2016,IEC 61730:2016,UL 61730 Watt Class Sorting-(W) 0/+10 0/+10 0/+10 0/+10 IEC62804 PID IEC 61701 Salt Mist Nominal Power Voltage-VM,,(V) 41.1 41.6 42.2 42.8 IEC 62716 Ammonia Resistance Nominal Power Current-IMPP(A) 9.74 9.86 9.96 10.05 UL61730 FireType2 I- In Open Circuit Voltage-V0C(V) 48.5 48.8 49.1 49.3 IEC 62782 Dynamic Mechanical Load IEC 61215-2:2016 Hailstone(35mm) Short Circuit Current I„(A) 10.60 10.67 10.74 10.81 IEC 62321 Lead-free acc.to RoHS EU 863/2015 Power Density(W/ft2) 19.2 19.6 20.1 20.6 IS014001,ISO 9001,IEC 45001,IEC 62941 Panel Efficiency(%) 20.6 21.1 21.7 22.2414 cv. 0 E ❑ 17 Power Output-PMAX(WP) 304 312 320 327 knerlek eaa+.°. Nominal Power Voltage-VMPP(V) 38.7 39.2 39.8 40.3 TEMPERATURE RATINGS' 1- y Nominal Power Current I (A) 7.86 7.96 8.05 8.12 MPP Nominal Module Operating Temperature: 44*C(s2°C) 6 Z Open Circuit Voltage-V,(V) 45.7 45.8 46.0 46.2 Temperature coefficient ofPMAx: -0.24%/°C t Short Circuit Current-Isc(A) 8.50 8.62 8.68 8.73 Temperature coefficient of V0: 0.24%/°C a oo Values at standard test conditions(STC:air mass AM1.5,irradiance10.75W/sgft(1000W/m'),temperature 77'F(25'C),based ona production spread Temperature 0.04%/°C .2 with a tolerance ofPM,,x,Va&Iut356withinonewattclass.Nominalmoduleaperatingtemperature(NMOT:airmassAM15,irradiance800W/m', P sc temperature68'F(20"C),windspeed3.3ft/s(lm/s).•Wherexxxindicatesthenominalpowerclass(P".)atSTCabove. 'The temperature coefficients stated are linear values 1 MAXIMUM RATINGS :WARRANTY DELIVERY INFORMATION Operational temperature: -40...+85°C Standard RECProTrust Panels per pallet: 33 S System voltage; 1000V Installed by an REC No Yes Yes Panelsper40ftGP/high cube container: 792(24 pallets) '= Certified Solar Professional `- Test load(front): +7000 Pa(146 Ibs/ft2)' System Size All 425 kW 25-500 kW Panels per 53 ft truck: 858(26 pallets) An Test load(rear): -4000Pa(83.5lbs/ft2)' Product Warranty(yrs) 20 25 25 Series fuse rating: 25A PowerWarranty(yrs) 25 25 25 LOW LIGHT BEHAVIOUR rn ee Reverse current: 25A Labor Warranty(yrs) 0 25 10 Typical low irradiance performance of module at STC: , 'See installation manual for mounting instructions. Power inYearl 98% 98% 98% 'i c cr Design load-Test load/1.5(safety factor) Annual Degradation 0.25% 0.25% 0.25% cr Power in Year 25 92% 92% 92% I - a See warranty documents for details.Conditions apply W ° o • o_ Available from: Irradlance(W/ma) = Founded in1996,REC Group is an international pioneeringsolar energy company dedicated to empoweringconsumers i REC Solar PTE.LTD. ^E c with clean,affordable solar power.As Solar's Most Trusted,REC is committed to high quality,innovation,and a low 1 20 Tuas South Ave.14 le, IJ` carbon footprint in the solar materials and solar panels it manufactures.Headquartered in Norway with operational i Singapore 637312 headquarters in Singapore,REC also has regional hubs in North America,Europe,and Asia-Pacific. 1 post@recgroup.com 1 www.recgroup.com IRONRIDGE XR Rail Family Over their lifetime, solar panels experience countless - :-- ,ii.: _ ,‘ 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 ':: . .A against buckling and safely and efficiently L _ . transfer loads into the building structure. '~ `" Their superior spanning capability ,, ; requires fewer roof attachments, K ' reducing the number of roof _ penetrations and the amount of installation time. it / bh • WI fe . / Force-Stabilizing Curve Sloped roofs generate both vertical and lateral i. . forces on mounting rails which can cause them e , . to bend and twist.The curved shape of XR Rails ti 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 N a range of tilt leg aluminum 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 F • k attachments. 4., .' applications. a more attractive appearance. .R � i i tb. n r "* rt +asrn w r«''' 1*3.' ', a c� �v 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 Fitt ______________.4 lb 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 ,..,,,,. ,; ,t Pit 120 t .I_,F , %" ., : Y " , 't , None , "' p..;,.f �. 140 XR10 XR100 �'' 160 • 90 :`" a 120 20 140 y 160 90 ' 30 -- 160 ' 40 A160 u M .}Y - , 80 160 . s,, A » ' V ' 120 I 160 s s s -.+14'b+M, "" ', { C!:,h 04 °C .... to r .-4 zk . ^aG 'ht+ w '` ",., ",'�..�}+ a . rn. �.b��:� ti,,.f'"i +�ne +e eW-""t'' "; ";3"9ls +-•4�, t :"r a e . .w. ,off.:., MECO ZEit, I RON RI DGE FlashFoot2® The Stror 5-' Attich -nent S.ola .,'•:;:;m 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 uk. lag bolt to maximize mechanical strength. '. 1! Twist-On Cap } ?4: 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 wy. 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 \co attachment to pass the TAS-100 Wind-Driven • Single Socket Size A custom-design lag bolt allows you to install FlashFoot2®with the same 7/16"socket size used on other Flush Mount Water-Shedding Design An elevated platform diverts water away from the water seal. M+dt x7'=• t ti '•1y"s. �:r �'a, tg yiy"-7'�"`• .'-�+a.• �.,, ,aa �` +s,.•--'t r w�.^:`M ' ;:'e7 �4•w r,: �'�.h'n:+8 ,-.?s� , ,. F�+ ,34ra'+ �,y�.. -fi ,1�'�Sq.�'N. .• a�'`'�y �''f,w` a ,.... ?�"4 �.�. .:.:.fir Y ,?'.A• fit,.x,�+, i,; i1{'g 'I,M� Installation Features B A Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. C B' Rounded Corners Makes it easier to handle and insert under the roof shingles. C Reinforcement Ribs Help to stiffen the flashing and prevent any bending or crinkling during installation. { Benefits of Concentric Loading 'z.ja 1:i�e tFs ® Traditional solar attachments have a o:o #,, ,® horizontal offset between the rail and lag „awdligj r bolt, which introduces leverage on the lag t;,r bolt and decreases uplift capacity. t ;u *IMk COO C.wV .Mnr FlashFoot2®is the only product to align a zgr, the rail and lag bolt. This concentric loading design results in a stronger attachment for the system. 14,n rn taye uft<pr tIn) 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.