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32C-295 (10) BP-2023-0562 30 VALLEY ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32C-295-001 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNRE ISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUA NTY FUND (MGL c.142A) BUILDING ERMIT Permit# BP-2023-0562 PERMISSIO IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License NORTHEAST SOL DESIGN Est. Cost: 22982 ASSOCIATES LLC 106113 Const.Class: Exp.Date: 06/07/2023 Use Group: Owner: YAMS LYNN Lot Size (sq.ft.) Zoning: URC Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC202200019843 HATFIELD, MA 01038 ISSUED ON: 05/02/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 17 PANEL 6.885 KW ROOF MOUNT SOLAR SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ' 2 + • ' + , • • I II Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fa : (413)587-1272 Office of the Building Commis ioner 13 '--- -C-P'--7. . .. .,, Y.A.V1 15 ,� t ,�. / SAY - 2 2023 1 The Commonwealth of Massachu•�ett4J4 1 FOR '' board of Building Regulations and Standards 2t723 UNICIPALITY !r. °F ^ ',i ;L Massachusetts State Building Code, 780 CMR _ n�o,�t o.1 USE � 'T°N,lk, ik'tft�+�ermiit Application To Construct, Repair, Ren �t@/9.�N olis a 1 Revisd Mar 2011 One- or Two-Family Dwelling -'lq o� pNs This Section For Official Use Only -, Building Zn it Number:a55 -• 3- alDate Applied: ,� 1/�� 6-7-ZOZ3 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 30 Valley St 1.1a Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property rmensions: Zoning District Proposed Use Lot Area(s 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: 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: Lynn Yanis Northam ton MA 01060 Name(Print) City, State,ZIP 30 Valley St 413-563-014 lynnyanis@protonmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WO1r2K2(check all that apply) 1 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 gl Specify: Solar Brief Description of Proposed Work2: Install 17 olar panels on Roof SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials) Official Use Only 1.Building S I. 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: i 5.Mechanical (Fire S Suppression) Total All Fees: Check Nc 7'Yjeck Amount: Cash Amount: 6.Total Project Cost: $ $22,982 0 Paid in Full 0 Outstanding Balance Due:_ 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.) R Restricted 1&2 Family Dwelling City/ n tate,ZIP Masonry RC Roofing Covering WS - Window and Siting S1' Solid Fuel Burning Appliances 413-247-6045 phil@northeast-solar. com i Insulation Telephone Email address I) Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 7/13/23 Northeast Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 136 Elm St. Permitting@northeast-solar.cor No. and Street — Email Hatfield, Ma. 0 10.38 413-247-6045 ailaddress City/Town, State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 2C(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 gi 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 in behalf, in all matters relative to work authorized by this building permit application. • 2.17 23 Print Owne s aline(Electronic Signature) Darr SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I by attest under the pains a • •enalties f perjury that all of the information co in in this a at•o is to and accurat o the bes of y knowle ge and understanding. ,Ae f 2,3 r ner's or Authori gents Name(Electronic Sigi��' r•) Date NOTES: I. An Owner who obtains a building pennit 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.govtoca Information on the Construction Supervisor License can be found at www.mass.uov/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" The Commonwealth of Massachusetts Department of Inch siria1 Accidents Office of Investigations l 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/ilia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibly Business/Organization 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(requited): 1. J❑ I am a employer with 23 employees(full and/ 5. ❑Retail or part-time).* 6. 12Restaurant13ar/EatingEstablishment 2.El I am a sole proprietor or partnership and have no 7. ❑Office and/orSales(incl. real estate, auto, etc.) employees working for me 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.❑Manufacturing no employees. [No workers' comp. insurance required]** 4.El We are anon-profit organization, staffed by volunteers, 11.❑Healthcare with no employees. [No workers' camp. insurance req.] 12gOther eta( C4412,6 *Any applicant that checks box#1 must also fill cut the sectionbekw showing their workers'compensation policy information **If the core crate officeis have exempted themselves,but the co¢porationhas other employees,aworkers'compensation rnliry is regained and such an olganiation should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy reformation. Insurance Company N ame:New York Marine and General Insurance Company Insurer's Address: 30 Valley St City/State/zip: Northampton MA 01060 P olicy# or S elf-ins.Lic.T #WC202200019843 Expiration Date: 7/8/2023 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 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 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 insurance coverage verification. I do hereby certify, under th• us an '_• erjury that the information provided above is trnil and tarred. Signature: 1 Date: 2/17/2023 Phone# 4132476045 � �, 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.Bui7ding Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office 6.Other Contact Person: Phone#: vruw.mas s govidia Client#: 169764 NORTSOL ACORD„ CERTIFICATE OF LIABILITY INSURANCE DATE(MM!DDIYYYY) 08/18/2022 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 NAME: Edgewood Partners Ins.Center PHONE Joanne Hogan -FAX- (A/C,No,Ext): (A/C,No): 144 Gould Street,Suite 100 E-MAIL ADDRESS: 9 V P Joan�te.Ho ante icbrokers.com Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIC# 781 455-0700 INSURER A:Gothamaof Indemnity Insurance Company 25569 INSURERS:Capi` INSUREDCorporation 10472 Northeast Solar Design Associates,LLC INSURER C:New York Marine And General Ins Co 16608 136 Elm Street INSURER D:Safety First Insurance Company 11123 Hatfield, MA 01038 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYYL LIMITS A X COMMERCIAL GENERAL LIABILITY PK202200025855 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(EaErrence) $300,000 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 ECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ D AUTOMOBILE LIABILITY 5909629 07/08/2022'07/08/2023 COMaacciBINEdenq D SINGLE LIMIT $1,000,000 (E ' _ ANY AUTO BODILY INJURY(Per person)' $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident, $ x AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ — AUTOS ONLY (Per accident) B X UMBRELLA LIAB X OCCUR XS21030932 07/08/2022 07/08/2023 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 C WORKERS COMPENSATION WC202200019843 07/08/2022 07/08/2023 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of insurance 21-22 Master CERTIFICATE HOLDER CANCELLATION City of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 210 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4219995/M4219992 J HO01 Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC Registration: 169641 NORTHEAST SOLAR DESIGN ASSOCIATES, LLC Expiration: 07/13/2023 136 ELM ST HATFIELD,MA 01038 Update Address and Return Card. it Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp'atlon date. If found return to: Registration Expiration Office of Con mar Affai and Business Regulation 169641 07/13/2023 1000 Washin n Street Suite 710 NORTHEAST SOLAR DESIGN ASSOCIATES,LLC Boston,MA 8 GREGORY GARRISON 136 ELM ST t z�ldrf HATFIELD,MA 01038 Undersecretary Not II without signature • Commonwealth of Massachusetts Division of Occupational Licensure Board of Building R ulrations and Standards ConB cd t:� isor CS-106113 ,v Opires:06/07/2025 PHILLIP BA S e ; 41 HEATH ROAD Xi COLRAIN M1e01 w' i :,� ,r i Cornmissiar.cr ddep, ;� II'4vtc A .,.., "• •At, , , " I '' . ' 1.114111 it ' : ,• V ' .'' /11.1rAfV.) . . ;t..,i,.. "'' . k J.. . .44 ' :ie . I :1'_, ..,,I 1 : -,,' 'kl: .'"; . .. -• . . -; - e• 4. , 45 ,44 •i..'n'Tir -dKV.:;i:;,i • -0 -'--- 44.'•.. . 0 . ., ',. ..• .,,-,_,,-,---,,..,-,,,,. ,,-. -, illp4 -, " r 'IP ' ,.I 440,1141114ts* ' fr, .t., . .. . --116* . 4 . ,,,,,, Amy R. 4 lit" • - .• - '''!:' "•'.. ..3 t se.,,' ' Oww° ..-q-A.,,: -,i,. - . . , , .. . .,.., , 4, * 48* ... .. ikliJ, — = L ', . + , 44. .4.... - —,,,,. .*-'4 ' - o ,- • , , _ . _ . . 4.11P t " — - ' , 4 ..,... ...... -, _., — . . . . ..„ - -....., .. .. 4144,44, - lit "'.." , - ' . .tti, t • ',.. ,-- r`•- . t . .,.. . . , - ' . WV •t . ' • . ' ' - f, •i, ' -4 1 : -- ' - - .?; ._ ' ; ,k . . ' 44. . Main electric lir - ,, . :53titIL r Roof mounted solar array with ..,. ,4. 4 1 , , . ... . 11:013114.a,n,,e.,.,I:nv .- ---t_ ipi . 17x QCell modules and „.. __ __-z ..4 • 17 - -"' 4 basement Enphase IQ8Plus-72-2-US . . _ . , . :, tw. 41K 4 et microinverters ,, tohibt, ‘,. i -:5---,--• Ar .. . . 144, . -.L . „ . , . Apr -. - i . $ • I Oir - -, 1.441/4 A •.. rpt.',..- - _.. ,:-... y,,:- .. . .. ,..ii 4 It' '4. ' 4',-- r• *Spr 4.,, / . ik .._ _ t ' „,, Nsu. IL . : '., -.',„ (., joh Allihhi. ,..,,_ . \ ,,.. taatimitik. - ..,' .. . Lynn Yams 30 Valley St Northampton, Ma 01060 4eNORTHEAST SOLARENERGY INDEPENDENCE Vreeland Design Associates An integrative approach to design engineering and site planning Date: April 26, 2023 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Lynn Yanis, 30 Valley Street,Northampton, MA: St ctural assessment of existing house roofs to support proposed PV solar panel arrays. I have investigated the existing roof framing in the areas for t e proposed PV solar panel installations. The original 2-story, 16'x 26' house with a 2-st , 26'x 18' ell off the back was constructed in 1913. 8 PV solar panels are to be installed on t e front southeast facing roof of the house and 9 solar panels on the southwest facing roof of the ell. The house roof is framed with full dimension 2x4 rafters installed 24"on-center, spanning 7'-8"with a 7.5/12 roof pitch. 2x4 ceiling joists are attached to the bottom of the rafters preventing the r of from spreading. The ell roof is framed with full dimension 2x5 rafters installed 24"on-cente spanning 12'-8"with a 5/12 pitch. 2x4 ceiling joists are secured to the bottom of the rafters prey nting the roof from spreading. The roofing is composite asphalt shingles. The ell southwest 2x5 rafters supporting the solar panels have to long of a span to support t e panels and meet the requirements of the current building code Reinforce the existing south est rafters supporting the solar panels by sistering new 2x6 x10' 1 ng,centered on the existing after span, screwed to the existing rafters with 2—2-7/8"HeadLok FlatLok or TrussLok-Z screws at 12"on-center along the length of the 2x6s or 2— 12d nailgun ails at 6"on-center. I have reviewed the mounting details for the proposed PV sol r panel arrays. Based on my calculations and a PV solar panel unit weight of 49f lbs, with the attachment points of the s lar panel arrays placed at a maximum of 4' on center and stagger d to minimize the load to any one rafter, the existing house roof framing and the reinforced sout west rafters of the ell, as outlined above,are adequate to support the proposed PV solar panel a ays and the snow and wind load requirements of the current 9th Edition of the MA State Buildi g Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, (5i1Of Mf.s'DAVID A. sy VREELAND 0 L L 0 CIVIL c., No 46317 "' David Vreeland, PE ,� __. Vreeland Design Associates �bS/ONALCS 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 1 • ..,....,. . ,,,- . . , 4,,,,,,r . 1 ma II II i, 0 0 r- w y. ' F.` •PT re•z• , Jy *� Y . iiiiibegja Oill'r!""r .., tH ' Q. PEAKDUOBLK7,:: ,,,i.. r<` ML-GIO+ SERIES QCe11s 385-405 Wp 1132 Cells 20.6% Maximum Module Efficiency MODEL ().PEAK DUO BLK ML-G10+ ifl Breaking the 20%efficiency barrier hI 11 11 Q.ANTUM DUO Z Technology with zero gap cell layout boos s module efficiency up to 20.6%. 8a-— A reliable investment Inclu ive 25-year product warranty and 25-year linear Warranty perf rmance warranty'. 0 Enduring high performance Longterm yield security with Anti LeTID Technol.gy, QCOIIS Anti PID Technology'and Hot-Spot Protect. Extreme weather rating tech aluminium alloy frame,certified for high snow(5400Pa)and wind loads(4000Pa). Innovative all-weather technology Optimal yields,whatever the weather with excellent low-light and temperature behaviour. 6 busbar 12 busbar cell technology cell technology Q The most thorough testing programme in the industry Qcells is the first solar module manufacturer to p.,ss the most comprehensive quality programme in the in.ustry:The new Quality Controlled PV"of the independent ertification instit to TUV Rheinland. 'See•.to sheet on rear for further information. 'APT,st co-oitions according to IherS 62 8 04-12 015,method':-1500 V,96 h) The ideal solution for: 101 gott d2 ;2.. u,e.n dPV zozz Rooftop arrays on ( EL) I I f residential buildings ` '""° g"=.` O.PEAK DUO BLK ML-G10+ SERIES •Mechanical Specification 3 ill],mml Format 74.0 in x 41.1in x 1.26in(including frame) I .ge ooaemml 15.6 j955in^" (1879mm x 1045 mm x 32 mm) Weight 48.51bs(22.0kg) Front Cover 0.13 in(3.2 mm)thermally pre stressed glass "e'°°^°.9°.mu•°'a'I'SAlm) "m°- Aa9]'11350mm1 with anti-reflection technology 362-096mM Back Cover Composite film ul.nasmml Frame Black anodised aluminium Cell 6 x 22 monocrystalline O.ANTUM solar half cells - Lai-El ,,,:,ao^ml Junction box 2.09-3.98inx1.26-2.36in=0.59-0.71in (53-101mm*32-60mm x 15-18mm),IP67,with bypass diodes a��-LLJJ a.aama•^holes ^0^g aw;oE-aL AI z4 24 - ' °Cable 4inmu Solar cable,(+) 9.2in(1250 mm),(-) 9.2 in(1250mm) 0 1 Connector Staubli MC4;IP68 '-''A 1316,^1 oe*.ILn 0 a5'I]A 5mm1 1---31°3.'ID SmmI •Electrical Characteristics POWER CLASS 385 390 395 400 405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE*5 W/-0 WI Power at MPP' P,,,,, [W] 385 390 395 400 405 Short Circuit Current' Is,- (A] 11.04 11.07 11.10 11.14 11.17 E • Open Circuit Voltage' V;;t; [VI 45.19 45.23 45.27 45.3 45.34 E .8 Current at MPP I,- [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP V"„ [V] 36.36 36.62 36.88 37.13 37.39 Efficiency' rl MI] z19.6 z19.9 220.1 220.4 220.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOP Power at MPP P, [W] 288.8 292.6 296.3 3001 303.8 E Short Circuit Current I, [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Vnc M 42.62 42.65 42.69 42.72 42.76 Current at MPP IMPP [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP Vm„ [V] 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances PM„±3 :Ise;Voc+5%at STC:1000 W/mR,25±2'C,AM 1.5 according to IEC 60904-3•3800 W/mt.NMOT,spectrum AM 1.5 Qcells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE a? �guM no At least 98%of nominal power �. 11itta01 Y0o'P^"'°' during first year.Thereafter max. 'u S• se 0.5%degradation per year.At w least93.5%of nominal power LL xo -- i up to t0 years.At least 86%of io nominal power up to 25 years. 2. a es y.o _ All data within measurement 8 90 a w w tolerances.Full warranties in z z g accordance with the warranty 4 S o w terms of the Qcells sales ao & 0 05 f0 I5 20 35 organisation of your respective 200 100 a00 a00 1000 9 ex Li YEARS country. •.:;:'2A`.;;,A', 'i.. O 'Standard terms of guarantee for the 5 PV companies with the Typical module performance under low irradiance conditions in g highest production capacity in 2021(February 2021) comparison to STC Conditions(25.C,1000 W/m'). gi TEMPERATURE COEFFICIENTS Temperature Coefficient of Ix a [%/K] +0.04 Temperature Coefficient of Vac R [%/K] -0.27 Temperature Coefficient of P %/K -0.34 Nominal Module Operating Temperature NMOT F 109±5.4 �? MPP V [ 1 P 9 P [°] (43+3°C) f, •Properties for System Design o 0 Maximum System Voltage V,,, 1000(IEC)/1000(UL) PV module classification Class II 9 Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 0 Max.Design Load,Push/Pulp [Ibs/ft2] 75(3600 Pa)/55(2660Pa) Permitted Module Temperature -40°F up to+185°F Max.Test Load,Push/Pule [Ibs/52] 113(5400 Pa)/84(4000Pa) on Continuous Duty (-40°Cuptoi85°C) o 'See Installation Manual is Qualifications and Certificates - UL 61730,CS-compliant, Quality Controlled PV-Tl1V Rheinland, _ _a IEC 61215:2016,IEC 61730:2016, �` U.S.Patent No.9,893,215(solar cells), e C C c•nulw US C UL61/3010 .,u wwwvcwn '- 20217 0 10 �;� {{s oyos Ocells pursues minimizing paper output in consideration of the global environment. Note:Installation instructions must be followed.Contact our technical service for further Information on approved installation of this product. ()cells* n 'n anwha C CELLS timecac.400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I tEL o 949 748 59 961 EMAIL hgc-inquiryOgcells.com I WEB www.gCells.com IRONRIDGE XR Rail Family Solar Is Not Always Sunny ---,. Over their lifetime, solar panels experience countless / �-„.„, -, extreme weather events. Not just the worst storms in years, --`_ but the worst storms in 40 years. High winds capable of 1` —�\ ripping panels from a roof, and snowfalls weighing �' enough to buckle a panel frame. � �� XR Rails are the structural backbone preventingAlp ~`� . these results. They resist uplift, protect against buckling and safely and efficiently - transfer loads into the building structure. xx , Their superior spanning capability �" r-� requires fewer roof attachments, :, _,, reducing the number of roof '. penetrations and the amount ,---.,�,�' of installation time. �.,x� � `Illmil,'` Y 4 Se 1 f l r Force-Stabilizing Curve ,.' Sloped roofs generate both vertical and lateral �y .�, ,,, forces on mounting rails which can cause them 11. to bend and twist.The curved shape of XR Rails ?, is specially designed to increase strength in both , directions while resisting the twisting.This unique feature ensures greater security during extreme a .o. weather and a longer system lifetime. 41, 40 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are ' ' IronRidge offers All XR Rails are made of 6000-series Illik" olcompatible with ,7 ? a range of tilt leg aluminum alloy,then protected with an FlashFoot and options for flat anodized finish.Anodizing prevents surface other pitched roof MI *; roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. *r 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) MOM 5'4" 6' 8' 10' 12' 90 120 , None 140 XR10 160 90 . 120 .� 20 140 160 90 30 160 � . 90 40 160 *' 80 160 ifv . ., 120 160 'Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. CO 2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,��� Tech Brief 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 l 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 P� the lag bolt and locks into place with a simple Three-Tier Water Seal twist.The Cap helps FlashFoot2®delive 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 40. k i • , } Single Socket Size - I � A custom-design lag bolt allows you to install FlashFoot2®with am 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 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 A Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 ',Rior,sira® 7low Traditional solar attachments have a horizontal offset between the rail and lag ` BOO - •"""oal bolt, which introduces leverage on the lag ra ron izreriq-c.�r>•r�. bolt and decreases uplift capacity. g., aou _ -•Lorr•CbM oarrpenor FlashFoot2R is the only product to align D 2an the rail and lag bolt. This concentric loading design results in a stronger 0 1 2 3 attachment for the system. Rail•to•tag 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. © 4r.•• 0 a••• I .11 i• >• •. .. ..... ir.n".. .. .r .I1-:.r,.-.r - . ... -i f. . at.. -rso 1 .1 . ,. /��_