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24C-164 (5)
BP-2023-1028 66 FRANKLIN ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24C-164-001 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-2023-1028 PERMISSIO IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOL DESIGN Est. Cost: 24321 ASSOCIATES LLC 106113 Const.Class: Exp.Date:06/07/202 Use Group: Owner: HUNT ARUSO DAVID A& SARA B Lot Size (sq.ft.) Zoning: URB Applicant: NOR EAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202300019843 HATFIELD, MA 01038 ISSUED ON: D8/01/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 17 PANEL 6.885 KW ROOF MOUNT SOLAR SYSTEM WITH STRUCTURAL UPGRADES, 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: it Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissi i ner o Coat,-1 2� � The Commonwealth of Massachuse S';,Go� w -Board of Building Regulations and Stand. • •, �O FOR M . ICIPALITY Massachusetts State Building Code, 780 C g,�ro� USE Building Permit Application To Construct, Repair, Renovate ; ;_ • sh a ' 'vised Mar 2011 One-or Two-Family Dwelling 0 2s This Section For Official Use Only Buildin Permit Number: 1/46/03-3- /O L f Date Applied: eui0 / 205 �� .,-202 s �� B 3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 66 Franklin St 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(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: Zone: _ Outside Flood Zone? Public 0 Private 0 Check if yes❑ Municipal CI site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: David Caruso Northampton MA 01060 Name(Print) City,State,ZIP 66 Franklin St (413) 345-1374 dacaruso@mac.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other j:7 Specify: Solar Brief Description of Proposed Work': Install 17 solar panels on Roof 5-tRuctu ru- UPGtigoi s SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I. Building $ 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2. Electrical $ ❑Total Project Costa(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ Check Nor? l3_�f heck Amount: 4i7Cash Amount: 6. Total Project Cost: $ $24,321 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS— 0 6113 6/7/26' Phillip Baunsgard License Number Expiration Date Name of CSL Holder 41 Heath Rd List CS:.Type(see below) U No.and Street Type Description Colrain, Ma 01340 U I Unrestricted(Buildings up to 35.00(1 cu.fl.) R Restricted 1&2 Family Dwelling 4 City/ n,State�ZIP �- 4AK MRC Masonry Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 pnil@northeast—solar.com I ' ' Insulation Telephone Email address D Demolition y5.2 Registered Home Improvement Contractor(HIC) 16 9 6 41 - _7/13/2� Northeast Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 136 Elm St. Permitting@northeast-solar.com No.and Street Hatfield. Ma. 01038 413-247-6045 Email address 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 Iii No 17 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 behalf,in all matters relative to work authorized by this build ng permit application. 041. ;d Cetr-ctSe I I Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below.I he y attest under the pains and penalties Of perjury that all of the infonnation c•• ned in this a tion is and acc to to the best of my knowledge and understanding. hit (4 7/27/ Owner's or orize e Name(Electronic Suture,, Date NOTES: I. 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 infonnation 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 r • Massachusetts `a 4� b " k d�, # ,I DEPARTMENT OF BUILDING INSPECTIONS Sft 'A 212 Main Street • Municipal Building 4� `n „.,- , Northampton, MA 01060 .. r1ti^ 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: D a t /9...--/ The Commonweedt,7ls of Massachusetts Department of Industrial Accidents Office of Investigations _ _ 1 Congress Street, Suite 100 H _ e'— Boston, MA 02114-201 7 'r=+�* www.nrass.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:Hatfield,Ma 01038 Phone#:413-247-8045 Are you an employer?Check the appropriate box: Business Type(required): 1.0 I am a employer with 26 employees(full and/ 5. ❑Retail orpart.time).* 6. ❑Restaurant/BarlEatingEstablishment 2.0 I am a sole proprietor or partnership and have no 7. ❑Office and/orSales(incl. real estate, auto, etc.) employees working for m e in any capacity. [No workers' comp.insurance required] 8. ❑Non-profit 3.❑ 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 Manufacturing no employees.[N o workers' comp. insurance required]*" 4. We are a non-pr ofit or ganiz ati on, staffed by volunteers, 11.0Healthcare with no employees. [No workers' comp. insurance req.] 12.0Other Solar Panels *Any applicant that decks box#1 must also fill cut the sectionbelow shaving their workers compensation policy information **Wile corporate officer have exempted themselves,but the corporation has other employees,awonkers'compensation rnliryis required and such an aganiationshculd cleckbox#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:National Casualty Company Insurer's Address: 66 Franklin St City/State/Zip: Northampton MA 01060 P olicy# or S elf-ins.Lic. 20230019843 Expiration Date: 7/8/2024 Attach a copy of the workers' comp ensatio n p olicy declaration page(showing the p olicy number and exp iratio n date). Failure to secure coverage as required under Section25A ofMGL 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$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for i ance coverage verification. I do hereby certify, under ilk e • an 1..7 ' perjury that the information provided above is true and correct. Signature: D ate: 6/7/2023 Phone#: t iopp •; Official use only. Do not write . area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: 'xww.xna s govldia Client#: 169764 NORTSOL ACORD DATE(MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE 7/10/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Commercial Support Edgewood Partners Ins.Center PHONE 781 �455-0700 FAX FAX (AI ,No,Ext$ `1 i(A/C,No): 144 Gould Street,Suite 100 E-MAILDESS: NEce ficates@epicbrokers.com Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIC# 781 455-0700 Gotham Insurance Com an 25569 INSURER A: Company INSURED INSURER B:National Casualty Company 11991 Northeast Solar Design Associates, LLC INSURER C:Safety First Insurance Company 11123 136 Elm Street Hatfield,MA 01038 INSURER D: 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 TYPE OF INSURANCE ADDL SUBR POLICY EF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MM/DD (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY 202300025855 07/O8/20 3 07/08/2024 EACHEAC OCCURRENCEEECp $1,000,000 CLAIMS-MADE X OCCUR GESOEaEocccurrence) $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 POLICY X ECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: _ $ C AUTOMOBILE LIABILITY 5909629 07/08/2023 07/08/2024 COMa BINED nt)SINGLE LIMIT $1,000,000 (E aacde _ ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY _AUTOS X AUNON-OWNED TOS ONLY X AUTOS ONLY (PPROPERTY eracadeMDAMAGE 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 X STATUTE ERH AND EMPLOYERS'LIABILITY Y/N OFFIRR/ B PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/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 #55765155/M5763194 RH002 alb- Commonwealth of Massachusetts Division of Occupational Licensure Board of Building R`e ulations and Standards Constt;�i3�fiati visor CS-106113 ' � � 4pires:06/07/2025 PHILLIP BA c �'• ,; 41 HEATH - COLRAIN M �1 y�Pi. 3 k. to b'` .13 , 6 /4'� `01.1Ydi13' Commissioner ,:; , f;. F.' s:ti ., THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washingtcreet- Suite 710 Boston,Massachusetts-D118 Home Impro err..ernt $ tractor Registration ," ___f , Type: LLC (ti9641 NORTHEAST SOLAR DESIGN ASSOCIATES, C eglpiration: 017/13/ 136 ELM ST _ E4Piration: 07/13/2025 HATFIELD, MA 01038 ; E Update Address and Return Card. 1 1 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`LCC Office of Consumer Affairs and Business Regulation Registration expiration 1000 Washingt n Street -Sul 10 169641 i 4)7/13/2025 Boston,MA 0 1 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC 1, I ti GREGORY GARRISON 136 ELM ST 1s( ..a'.0.!cGfc , , HAYFIELD,MA 01038 Undersecretary Not va idWithout signature 1 J . .i -... ,,,- Ilir N V , 4,L � 6,. .,ItISTOti f. r �_/' -11 • 't .pi`� • AP . .,ligri -4 , ` `. �� }}71it A,..tit:6*- - N, '. 1.'''..„,' 1. .i.A.:'t,i,„.... • `all +� �., r le ,' . 0 tit APLIF.Irs; I.1 � . ' � :, 66 r z Pf ��cz Main electric �_. V. '�. r�► 4. ' Parlri et ,:t ,T +� a; i ~1 panel in `.7 `�s.` r.:' Alt • basement :• t. _ , r � . t ' • - ,* ±.4.' AL . , ,•itt itlif, ' i =4 '41,.."...,I..:. ..! •• .• , ;... s" 1 x „, ^it., -I..:•, ' Roof mounted solar arraywith FP ' ` .r k wx :C 17. REC modules d' 4,. p.N't , ,, y� 17x En-phase IQ8PI s- -2-US - t • m k fir �6 n'` t: • ♦r'v • .�r :-N, t micro-inverters _ ,`a�.;,' '- David Caruso 66 Franklin St 411.0.1111hilh Northampton, Ma 01060 NORTH EAST SOLARINDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: July 27, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: David Caruso, 66 Franklin Street,Northampton, MA: Structural assessment of existing house roof to support the proposed PV solar panel arr y. I have investigated the existing roof framing in the area of th proposed PV solar panel installation. The original 2-story, 24'x 32' house was constru ted around 1892. 17 PV solar panels are to be installed on the south facing roof of the main house. The house roof is framed with full dimension 2x5 rafters installed 24"on-center, spanning 1 1'-6'with a 7/12 pitch. A 6x6 purlin beam located near the mid-span of the rafters span the length f the house supported with a 2x6 post located 17'-8" from a gable end. A 6x6 tie-beam is secu d to the top of the purlin beam 16' in from the gable ends preventing the purlin beams from bow ng. 2x6 ceiling joists located 20" above the top of the exterior walls are secured to the rafters preventing the roof from spreading. The roofing is composite asphalt shingles. The purlin beam is undersized to support the solar panels and meet the requirements of the current building code. I have calculated the maximum load that the e isting purlin beam can carrying and be in compliance with the building code. The existing rafters ill need to be reinforced to adequately support the roof loads and not over load the purlin beam. Reinforce the south rafters supporting the solar panels by sistering 2x6 x 6' centered ove the purlin beam nailed with 2— 12d nailgun nails at 6"on-center along the length of the 2x6s.No h the 2x6 as little as possible to be able to rotate the 2x6 into place over the purlin beam. I have reviewed the mounting details for the proposed PV sol r panel array. Based on my calculations and a PV solar panel unit weight of 46± Ibs,with the attachment points of the array placed at a maximum of 4' on center and staggered to minimi a the load to any one rafter, the reinforced house roof framing, as outlined above, is adequate o support the proposed PV solar panel array and the 40 psf ground and 35 psf roof snow loads nd the 117 mph Vulr basic wind speed requirements of the current 9th Edition of the MA State uilding Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, (c":67%OF ySSDAVIDA y C VREELAND o CIVIL , David Vreeland, PE " No 46317 Vreeland Design Associates 'O\G/STE� ./ONALt' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 Street & Driveway Access Front Roof Roof Area Front Roof Sq FT 560.6 Rear Roof Sq Ft 546.3 Addition Roofs Sq Ft 692.8 Total Roof Sq Ft 1,799.7 Addition Roofs Array Area Solar Module Sq Ft 19.9 Rear Roof Array Sq Ft 338.3 I Array Roof Coverage 18.8% C Required Ridge Setback 18" David Caruso "0"'l 66 Franklin St Northampton, Ma 01060 NORTHEAST SOLA R INDEPENDENCE SOLAR'S MOST TRUSTED REC ...'a\ r ,. REEALPHOC® PURE ERIE5 . . ... PRODUCT SPECIFICATIONS .f'T cry , Ne,,- _..r le -4v ., �:* ,i • EXPERIENCE REC 4O5w 25 YEAR PROTRUST WARRANTY 20.,, T2 LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED SEC ALPHA PURE SERIES>I'„._. 1821±25171.7±0.1] CERTIFICATIONS � 28[1.11 901[35.5J `� 460[18.11 IEC 61215:2016,IEC 61/30:2016,UL61730 ' ` AMA y a IEC 62804 PID 153.7[6.05] I IEC 61701 Salt Mist ---1 1100[43.31+ ,, ' IEC 62716 Ammonia Resistance j UL 61730 Fire Type Class 2 6.0+0.2 IEC 62782 Dynamic Mechanical Load [0 24±0.011 .. o IEC 61215-2:2016 Hailstone(35mm) $ o m IEC 62321 Lead-free acc.to RoHS EU 863/2015 r 150 14001:2004,ISO 9001:2015,OHSA5180012007,IEC 62941 e o ei 13 o 11m0.2 ,moo[0.43±0.011 OVE `C!.:/°` C E Interrek Lead-Free ra 1=f 1 WARRANTY i :i �_ 1 zoo(47.21 - 20 5+0.5 � .. _ [0.8±o.ozl, �� Standard RECProTrust 153.7[6.05] Installed by an REC Certified t t�"- r ° Y • ` t Solar Professional No Yes Yes t . f --� •--45[1.81 22.5[0.91 _ 671±3[26.4±0.12] System Size All 425 kW 25-500 kW I [y3o[1.2] Product Warranty(yrs) 20 25 25 in �Measurements in mm [in] Power Warranty(yrs) 25 25 25 GENERAL DATA Labor Warranty(yrs) 0 25 10 132 half-cut REC heterojunctioncells z Power in Year] 98% 98% 98% StaubliMC4PV-KBT4/KST4,12AWG(4mm) Cell type: withlead-free,gaplesstechnology Connectors: in accordance with!EC 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% z See warranty documents for details.Conditions apply Glass: 0.13 in(3.2 mm)solar glass with Cable: 12AWG(4mm)PVwire,43+47in(1.1+1.2m) anti-reflection surface treatment accordancewith EN 50618 MAXIMUM RATINGS Backsheet: Highly resistantpolymer(black) Dimensions: 71.7 x40 x1.2 in(1821 x 1016 x 30 mm) Operational temperature: -40...+185°F(-40...+85°C) Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000 V _ o 3-part, Maximum test load(front): +7000Pa(1461bs/sgft) Junction box: n accordance with lEC62790 Origin: Made in Singapore ; Maximum test load(rear): -4000 Pa(83.5 lbs/sq ft)' o0 Max series fuse rating: 25 A ELECTRICAL DATA Product Code':RECxxxAA Pure Max reverse current: 25A 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) c Nominal Power Voltage-VMPP(V) 41.2 41.5 41.8 42.1 42.4 TEMPERATURE RATINGS' F Nominal Power Current-IMPP(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating 44°C(±2°C) a in N 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/sgft) 19.3 19.6 19.8 20.1 20.3 Temperature coefficient oflsc: 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 'The temperature coefficients stated are linear values N LOW LIGHT BEHAVIOUR o Power Output-PMAx(Wp) 293 297 301 305 309 u Typical low irradiance performance of module at STC: F Nominal Power Voltage 38.8 39.1 39.4 39.7 40.0 cc 0 0 z NominalPowerCurrent-IMPP(A) 7.55 7.59 7.63 7.68 7.72 .... Open Circuit Voltage-Voc(V) 45.7 45.8 45.9 46.0 46.1 I - o f Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 w - ' a ce Values at standard test conditions(STC:air mass AMl.S,irradiance10.75W/sgft(1000W/m'),temperature 77°F(25°C),based onaproduction spread with a tolerance of P..,V«&Ix±3%within onewattclass.Nominal module operatingtemperature(NMOT:air mass AM 1.5.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,�x)at STC above. In 8dfance(W/m°) Founded in 1996,REC Group is an international pioneering solar energy REC C company dedicated to empowering consumers with clean,affordable I�` solar power.As Solar's Most Trusted,REC is committed to high quality, innovation,and a low carbon footprint in the solar materials and solar wwwrecgroup.com panels it manufactures. Headquartered in Norway with operational IE1 70 headquarters in Singapore,REC also has regional hubs in North America, ,ly Europe,and Asia-Pacific. :. -t S e Tech Brief fl'Aillvilii. IRONRIDGE XR Rail Family Solar Is Not Always Sunny f Over their lifetime, solar panels experience countless � � � extreme weather events. Not just the worst storms in years, �, � but the worst storms in 40 years. High winds capable of . i ' , ripping panels from a roof, and snowfalls weighing/ '74 t , enough to buckle a panel frame. XR Rails are the structural backbone preventing 4 these results. They resist uplift, protect ,` against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability 6 __ .' ,,_� requires fewer roof attachments, reducing the number of roof 1 �� penetrations and the amount - I of installation time. .. 4:11k, , ....„.. i � . e��va„ .a t i F Force-Stabilizing Curve Sloped roofs generate both vertical and lateral _--� i,�: forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails x 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. 4/ Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series r,; r,......,i, compatible with �� a range of tilt leg aluminum alloy,then protected with an FlashFoot and 1--1 options for flat anodized finish.Anodizing prevents surface other pitched roof I 1 1 roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. A 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_ !1!! . 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 1 120 None , 140 XR10 160 90 120 20 140 160 90 30 160 t 40 90 160 80 160 120 160 'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. ©2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 41�_ //ram 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 addition, the 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 Three-Tier Water Seal the lag bolt and locks into place with a simple 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 Ul/0 41 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-SheddingTech DesignBrief 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. 0 Reinforcement Ribs .. ! Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 _ o 1000 Traditional solar attachments have a horizontal offset between the rail and lag 8°° !� '- • bolt, which introduces leverage on the lag ono ia - bolt and decreases uplift capacity. t, Qou FlashFoot2® is the only product to align n 200 the rail and lag bolt. This concentric loading design results in a stronger 0 ' 2 3 attachment for the system. Rail-to-Lag Offset(in) Testing & Certification Structural Certification Designed and Certified for Compliance with the International Building Code &ASCE/SEI-7. Water Seal Ratings Water Sealing Tested to UL 441 Section 27 "Rain Test" and TAS 100-95 "Wind Driven Rain Test" by Intertek. Ratings applicable for composition shingle roofs having slopes between 2:12 and 12:12. UL 2703 Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratings. ©2022 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.01 ,i�_