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38B-235 (7) BP-2023-1656 46 OLIVE ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 38B-235-001 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-2023-1656 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: NORTHEAST SOLAR DESIGN Est. Cost: 17369 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2025 Use Group: Owner: KAREN ECONOMOPOULOS, STEPHEN N& Lot Size (sq.ft.) Zoning: URB Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 202300019843 HATFIELD, MA 01038 ISSUED ON: 11/27/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 12 PANEL 5.04 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: el • V • .>2 - • Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:3C1788CA-495F-47A9-9DFF-7F051753FB7A / � The Commonwealth of Massachusetts 'z�C�./ ,,v ' FOR Board of Building Regulations and an rds �,' - CIPALITY Massachusetts State Building Code, 80 MWOii 2 '' f USE Building Permit Application To Construct,Rep' , R to Or Demdl a R• sed Mar 2011 One-or Two-Family Dwelling . A,00,7;4;,,,,Jh! This Section For Official Use Only 1Mn7o ',"'sP cr Building Permit Number: �.?3. 1t6(� Date Applied: -- °j06°Ns 4,A.3 g.,5 .//, J l/.Z7.Zoz3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers 46 Olive 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(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 El Private CI Zone: _ Outside Flood Zone? Municipal❑ On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Steve Thomas Northampton MA 01060 Name(Print) City, State,ZIP 46 Olive St 508-361-2748 statwood l @comcast.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 ❑ Repairs(s) 0 Alteration(s) ❑ Addition ❑ Demolition 0 Accessory Bldg. 0 Number of Units Other 7 Specify: So 1 a r Brief Description of Proposed Work2: Install 12 solar panels on detached garage 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 3 f��n _/' Check No. eck Amount: � Cash Amount: 6. Total Project Cost: $ $17,369 0 Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID.3C1788CA-495F-47A9-9DFF-7F051753FB7A SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-106113 6R/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.) /To Sta P Restricted 1&2 Family Dwelling Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@nort ast—solar.coin 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 Co any 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 f No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Northeast Solar to act on my beha titers relative to work authorized by this building permit application. SkfLuA, N I shouts 4411111ln 10/20/2023 i"y`" gnature) Date Print Owner's I\anne fecfrou�c SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereb ttest under the pains and penalties of perjury that all of the information co in in this ap . ation is true accurate to the best of my knowledge and understanding. ?Kaki? Butosaice(- )e u l(1/ 23 • t wner's or A rize Agent's ame(Electronic 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:3C1788CA-495F-47A9-9DFF-7F051753FB7A City of Northampton d9°cry r oti- 5s ,,, �' Massachusetts �? 'e + s d, :� ti �f DEPARTMENT OF BUILDING INSPECTIONS s 212 Main Street • Municipal Building y D^ .� Northampton, M6 01060 6sra• 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 111,5 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: . The Commonwealth of Massachusetts Department of Industrial Accidents ",, 1 �f'fice of Investigations _'�1_ -� 1 Congress Street, Suite 100 lag® : Boston, MA 02114-2017 '.- " www.mass.gov:/lia Workers' Comp ensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly BusinessfOrganization Name: Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield, Ma 01038 Phone #:413-247-6045 Are you an employer? Check the app rop riate box: Business Type(required): 1.0 I am a employer with 26 employees(frill arms 5. ❑Retail or part-time).* r. ❑Restaurant/Bar/EatingEstablishment 2.❑ I am a sole proprietor or partnership and have no 7 ❑Office and/or S ales(incl. real estate, auto, etc.) employees working for me in any capacity. [No workers' comp.insurance required] ❑Nor profit 3.0 We are a corporation and its officers have exercised 9. ❑Entertainment their tight of exemption per c. 152, §1(4), and we have 10.0 Manufacturing no employees. [No workers' comp. insurance required]** 4.0 We are anon-profit organization, staffed by volunteers, 11.0Healthcare with no employees. [No workers' comp. insurance req.] 12.®Other Solar Panels *Any applicant that clucks box#1 mist also fill cut the sectionbelcw slu,virg their workers'canipensatum policy irrfonnation. **If the corporate officer have escempted tlurreelves,but the corporation has otleremployees,.aworkers'ccatipensarion pnliry is required and such an organimtion should check box#1. I am an employer that is providing workers'compensation insztrance for my employees. Below is the policy information. Instance Company Name:National Casualty Company Insurer'sAddress: 46 Olive St City/State/zip: Northampton MA 01060 Policy# or Self-ins.Lic. T 20230019843 Expiration Date: 7/8/2024 Attach a copy of the workers' comp ensationp olicy declaration page (showing the policy number and exp'ration date). F ailure to secure coverage as required under Section 25A 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 W1'RK ORDER and a fine of up to$250.00 a day against the violator. B e advised that a copy of this statement may lie forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify, wider th ' an n perjury thatthe information provided above is trtw and correct. Signature: Date: 10/20/2023 Pe# 413-247-6045 Official use only. Do not wri 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#: ^.inrr.nra sgot'di.a Client#: 169764 NORTSOL ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 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 CONTACNAME: Commercial Support Edgewood Partners Ins.Center PHONE 781 455-0700 (NC (NC,No,EA):781 No): 144 Gould Street, Suite 100 ADDRESS: NEcertificates@epicbrokers.com Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIC S 781 455-0700 INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:National Casualty Company 11991 Northeast Solar Design Associates, LLC 136 Elm Street INSURER C:Safety First Insurance Company 11123 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 LTR TYPE OF INSURANCE INSR SUBR WVD POLICY NUMBER POUCY EFF POUCY EXP MI LIMITS (MDDIYYYY)1MMlDD/YYYY) A X COMMERCIAL GENERAL LIABILITY 202300025855 07/08/2023 07/08/2024 EEACC�HG�ES(OEECCCO�URRENCE $1,000,000 PRE CLAIMS-MADE X OCCUR MISEaENTE occurrrrence) $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 A JECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITY 5909629 07/08/2023 07/08/2024 COMBINED SINGLE LIMIT (Ea acddent) $1,000,000 ANY AUTO BODILY INJURY(Per poison) $ AUTOS ONLY X SCHEDULED BODILY INJURY(Per accident) $ AU X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ 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 RETENTIONS S B WORKERS COMPENSATION 20230019843 07/08/2023 07/08/2024 X ;MUTE EMPLOYERS'LIABILITY y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION City of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 North Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE • 4.0714,A1 (l c:J1-4f ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S57651551M5763194 RH002 Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Ragii1ations and Standards t Cons '�1t f ort!trvtsor CS-106113 - Empires:06/07/2025 PHILLIP BAUNS a 41 HEATH ROAD . A COLRAIN MA:01340 ;I r r)l.i,o3' � Commissioner .14,,r i THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Jra t- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC Registration: 169641 NORTHEAST SOLAR DESIGN ASSOCIATES,Lt,,C Expiration. 07/13/2025 136 ELM ST rt HATFIELD, MA 01038 Update Address and Return Card. THt 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 Wash) Street -Suitor 169641 0f/13/2025 Boston,MA 0 1a NORTHEAST SOLAR DESIGN ASSOCIATES.LLC I ur\ • GREGORY GARRISON �i 1 I/ram 136 ELM ST fG�,.w_C ;,,Q(p04 l HATFIELD MA 01038 y Undersecretary Not'va d out signature J ttt . F . x _ 4 - r r .til 1 AVE ' - 7 . -' '141_i'.'•E r., , ., .. ' ' ' ki .. ., ., .' • 4 .4,- • /AO, . •r. 40,4111 .iiiv:INI•frt:: -1.. r.r i- . - qqtpy # r a f,t r i ' J r Main electric °; r ► 1 fi :x - • panel in house _ 4 ,,• .. . , , ..; basement ! ' its. 1 y ` , � tr,r rhoof mounted solar array with.rt • .r �- If .1.2x REC modules and # * ''4, 4*, 12x Enphase IQ7X-96-2-US a. ' t microinverters • y ,*` "rj. • , . F 6 . 4 t10,.. 4 , fir. i ' :itt, '''' if*** .-aje, r- y e * / k ' I/4* ya Stephen Thomas 40/Al" 46 Olive St Northampton, Ma 01060 N O R T H E A S T SOLARINDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: November 17, 2023 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Steve Thomas, 46 Olive Street,Northampton, MA: Structural assessment of existing detached garage roof to support proposed PV solar panel array. I have investigated the garage roof framing for the proposed PV solar panel installation. Based on the Assessor's records the detached 1-story, 20'x 22' gabled roof garage was constructed in 2014. 12 PV solar panels are to be installed on the east facing roof of the garage. The garage roof is framed with 2x8 rafters installed 16"on-center, spanning 9'-8"with a 7/12 roof pitch. The 2x8 attic joists are secured to the bottom of 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 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 4' on center and staggered to minimize the load to any one rafter, the existing garage roof framing is adequate to support the proposed PV solar panel array and the 40 psf ground and 35 psf roof snow loads and the 117 mph Vat base 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 DF 4146, � DAVID A. �y VREELAND CIVIL -�, No. 46317 " David Vreeland, PE Ago �FoE ��� Vreeland Design Associates �essioNALEN`' 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 SOLAR'S MOST TRUSTED R C C • , (,) 40 REL ALFH ® • EXPERIENCE REC 4O5w 2 YEAR PRQTRUST 0.E FT2 WARRANTY LEAD-FREE ELIGIBLE ROHS COMPLIANT PERFORMANCE ..,,,,,1„ REC PRODUCT SPECIFICATIONS SOLAR'S MOST TRUSTED PEE ALPHA R&E SERIES: - SPECIR(-RTENS 1821t2.5[71.7±0.11 a CERTIFICATIONS 8[1.11 901[35.51 460[18.11 IEC 61215:2016,IEC 61730:2016,UL 61730 _..� IEC62804 PID 53.7[6.os] IEC 61701 Salt Mist 1-_I /' 1100[43.3]: , -`2 , IEC 62716 Ammonia Resistance UL 61730 Fire Type Class 2 6.5t0.2 • IEC 62782 Dynamic Mechanical Load -! (o.24±0.011 1 ® o IEC 61215 2:2016 Hailstone(35mm) 0. IEC 62321 Lead-free acc.to RoHS EU863/2015 i e ? o1-1 1 o `^ 15014001:2004,ISO 9001:2015,OHSA518001:2007,IEC62941 in [0.43t 0". 0 E Ele[0.43t0.01] b - Intwtd Lead-Free r t zoo[a7.z1 ! t WARRANTY zostos - ..-- (o.8to.o21 � Standards RECProTrust . 153.7[6.051 Installed by an REC Certified �" t Solar Professional No Yes Yes l ► .t 45(1.81 22.5[0.91 .. 671 t3[26.4 t0.12] System Size All 425 kW 25-500kW J y30[1.21 Product Warranty(yrs) 20 25 25 Measurements in mm[in] a. Power Warranty(yrs) 25 25 25 10 GENERAL DATA Labor Warranty(yrs) 0 25 10 132ha1f-cut REC heterojunctioncells Power inYearl 98% 98% 98% Staubli MC4PV-KBT4/KST4,12 AWG(4mm2) • Cell type: with lead-free,gaplesstechnology Connectors: in accordance with IEC 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% 0.13in 3.2solar glass See warranty documents for details.Conditions apply Glass: ( mm) g 12AWG(4mm)PVwire,43+47in(1.1+1.2m) Cable: anti-reflection surface treatment accordance with EN5061e 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) °' Frame: Anodized aluminum(black) Weight: 45 lbs(20.5 kg) Maximum system voltage: 1000 V 3 part,3 bypass diodes,IP68 rated Maximum test load(front): +7000 Pa(1461bs/sq ft)" L Junction box: n accordance with IEC 62790 Ongln: Made in Singapore Maximum test load(rear): -4000Pa(83.5lbs/sgft)* m Max series fuse rating: 25A -5 ELECTRICAL DATA Product Code':RECxxxAA Pure g Max reverse current: 25A a Power Output-PMAx(WP) 385 390 395 400 405 W 0/+5 'See installation manual for mounting instructions' o Watt Class Sortin $-( ) 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* 3r. H Nominal Power Current-IMPP(A) 9.35 9.40 9.45 9.51 9.56 Nominal Module Operating Temperature. 44°C(±2°C) a in 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 coefficientoflsc 0.04%/°C Panel Efficiency(%) 20.8 21.1 21.3 21.6 21.9 The temperature coeftcients stated are linear values LO LIGHT BEHAVIOUR o W Power Output (W P MAX P) 293 Z97 301 305 309 ""'-°'�°` .._..... � Typical low Irradiance performance of module at STC: > H- Nominal Power Voltage-VMPP(V) 38.8 39.1 39.4 39.7 40.0 4 O z Nominal Power Current-IMPP(A) 7.55 7.59 7.63 7.68 7.72 a Open Circuit Voltage Voc(V) 45.7 45.8 45.9 46.0 46.1 o f Short Circuit Current-Isc(A) 8.16 8.20 8.24 8.28 8.32 W a a n cc Values atstandard test conditions MC:air mass AM is,irradiance l0.75 W/sq ft(1000 W/ml,temperature 77T(25*C),based on a production cr spread with a tolerance ofPN,x,Vo+&Ix t3%within one watt class.Nominal module operating temperature(NMOT:air mass AM IS.irradiance - "' - "' - ��. 800 W/ma,temperature 68°F(20*C),windspeed 3.3 k/s(1 m/s).*Where xxx indicates the nominal power class(Pwe)at SIC above. Irradiance(W/m') Founded in 1996,REC Group is an international pioneering solar energy . R 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 CO,: 0 f headquarters in Singapore,REC also has regional hubs in North America, Europe,and Asia-Paci fic. : n ir4► IRONRIDGE XR Rail Family Solar Is Not Always Sunny 7:::;:"T -;-, , ,.. Over their lifetime, solar panels experience countless 1z, 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 1 enough to buckle a panel frame. *7. + 1 .t i fXR Rails are the structural backbone preventing ,: * ;� these results. They resist uplift, protect 34 * f *4. + against buckling and safely and efficiently ,__�� f transfer loads into the building structure. ' t Their superior spanning capability l requires fewer roof attachments, t reducing the number of roof penetrations and the amount " ' � , of installation time. CI 4444P:iiiii,'st''';.,,,til„,;„, l' .. .1.'f.' 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 t1::44.,= � is specially designed to increase strength in both directions while resisting the twisting.This unique feature ensures greater security during extreme .,.. ...'.*;‘:...1"2::';' 4.-F--.:::171": ' '-1 — .. ` _" weather and a longer system lifetime. 3 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series i, compatible with �� a range of tilt leg aluminum alloy,then protected with an �1 FlashFoot and options for flat anodized finish.Anodizing prevents surface t other pitched roof ( rl roof mounting and structural corrosion,while also providingNI/ 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. • 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' 11 8' 10' 12' 90 120 None 140 XR10 XR100 XR1000 160 90 120 20 140 160 30 # 90 160 90 40 160 80 160 120 160 Table sn. ,i ;can : al``,r ;;r'e'/rng general pail 7apabriities.Use aoproved oer'ificaton eiters'or.actual design guidance C�3 2020 tronflidge,Inc.AU rights reserved.Visit www.ironridge.com or call 1-800-227-8523 for more information.Version 1.20 Za1611111111 • Tech Brief AA i► IRON RI DGE Flash Foot2® 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. ' ' • tt 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- ii FlashFoot2®'s seal architecture utilizes superior structural strength,by aligning }t three layers of protection.An elevated the rail and lag bolt in a concentric : platform diverts water away,while a stack of load path. le7rugged 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 i. : g 3 ' S ,•4. F Single Socket Size lg.' 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. Installation Features A Alignment Markers f ., 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. C Reinforcement Ribs Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 _ +, 7 Iona -- Traditional solar attachments have a horizontal offset between the rail and lag ` '? ` '—•""""""® umielbolt, which introduces leverage on the lag rnil iru agie bolt and decreases uplift capacity. `�- w- 6w.C1atr c.*.ror FlashFoot2® is the only product to align 2ou the rail and lag bolt. This concentric loading design results in a stronger 2 ; attachment for the system. hair to.Lag Off5er 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. 0 2022 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call t-800-227-9523 for more information.Version 1.01 1��