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17D-037 (2)
BP-2022-0538 29 SUMNER AVE COMMONWEALTH OF MASS CHUSETTS Map:Block:Lot: 17D-037-001 CITY OF NORTHAMPT N Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERE CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY F ND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0538 PERMISSIONISH' REBYGRANTED TO: Project# 2022 SOLAR Contractor: License: NORTHEAST SOLAR DESI N Est. Cost: 13146 ASSOCIATES LLC 106113 Const.Class: Exp.Date:06/07/2023 Use Group: Owner: A. NOVICK, I FFREY, Lot Size (sq.ft.) Zoning: URB Applicant: NORTHEAST .OLAR DESIGN ASSOCIATES LLC Applicant Address Phone: Insurance: 136 Elm St 4132476045 WC201900019843 HATFIELD, MA 01038 ISSUED ON:05/17/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 9 PANEL 3.6 KW ROOF MOUNT SOLAR SYSTEM WITH STRUCTURAL REINFORCEMENT 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 NORTHA PTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Aka Ifi Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner _ poi-� - C� iA Z1 va Department use 4 3 -n� /7 City of Northampton Status of Parrbit Building Department Curb CultDrty y Permit:". 212 Main Street SewarfSepttcAvailability N rvO o. Room 100 Ws erlWall Availability y f"\.) Northampton, MA 01060 Two Sets of Structural Plane "' hone 413-587.1240 Fax 413.567-1272 Mantis Plana R7 other Specify_ ` ` TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 prone/iv Addresd_ This secttlen to be completed by office 29 Sumnerg4A'e Map 171> Lot b37 UnitOO I Florence MA 01062 Zone U 12 B r Overlay District Elm St.Dlstritt CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: 29 Sumner St Jeff Novick,_, Florence MA 01062 :: h1nJ rrONACom .c518-925584 ure 2.2 Authorized Agent. Nort -- t Sr I-r 136 Elm St. Hatfield. MA 01038 Vdrr9(Pnntl Curren.Mating Attdre55' 413-247-6045 Srgriaturo i/4 ill/4 ,,,, Tdeuhure ' II 01., - AlikiNfi Tmr•.:07:, item Estimated Cost tDcllers}to be Official Use Only carrcleted by aermit applicant 1. Building fa"►Building Permit Fee 47�.V n 2. Electrical rb i Estimated Total!Cost of Construction frorin{6) , 3. Plumbing Building Permit Fee 4. Mechanical i:HVACI 5.Fire Protector i1 6. Total ={1 * 2 +3 +4 * 5) $13.146 Check Number 2/2?3 4. This Section For Official Use Only Building Permit Number [3e �?—2D22 — 063 Dare lsauad: Signetire: // " — 5-" 20ZZ Hurdnr, tra7mrri gronertlrspecter p'Huddnrs Dale Section 4, ZONING NI Inenrmdtlon Must Re(mmpletecl, Permit Can ac nerriell I],IC 10 Incomplete. Information Existing i Proposed Required by Zoning .1ne a lunm Ii' lillra m I.. aul4ing Depar.mc-r. Lot Size Frontage Setbacks Front Side L: lt: L: R. Rear Building Sleight Bldg. Square Footage Open Space Footage !Al ,iIJII kax Q ps1C1 :Nuking' of Parking Spaces Fill: (volume L t.ncaLm: A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW YES 0 IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document a ti, Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained () Obtained Date Issued: C. Do any signs exist on the property? YES 0 No jM IF YES, describe size, type and location: l3, Are there any proposed changes to or additions of signs intended for the property t YES 0 NO t IF YES, describe size, type and location: E. Will the construction activity cist xo ng,7aalnq, cavalian.or filling}over 1 acre or is ii part of a common plan that*ill disturb over I acre? YES V NO IF YES_then a Northampton Saxm Water hlanagernent Permit from the DPW i- required. SECTION S-DESCRIPTION Of PROPOSED WORK'check all anolicabte) New House 0 Addition ❑ Replacement Windows Alteratlorl(s) [T Rooting Or Doors 0 Acresaory Bldg. El Demolition 0 New Signs (0) Decks lc) Siding ID) Other(RI Beef Description of Proposed Install 9 solar panels on Roof Work: Alteration of existing bedroom Yes No Adding new bedroom_ Yes No Attached Narrative Renovating unfinished basement Yes __No Plans Attached Roll -Sheet Ili..If Mew house and or addition to twisting housing.complete the following: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction_ _ Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Nu mbar of each g. Energy Conservation Compliance_ Masscheck Energy Compliance form attached? h. Type of construction i. Is aonatruction within 100 ft.of wetlands? Yes No. Is constructon within 100 yr. floodplain Yes No I. Depth of basement or cellar floor below finished grade k. Witt building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION la-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I Jeff Novick ,as Owner of the subject property hereby authorize ortheast Solar to act on my behalf.in all t: -,i- at t authorized by this building pemtit appli uon. 7:7 Si i.'allure of Order / Data J I, Gregory Garrison/Northeast Solar ,as owner+Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Gregory Garrison / Priiil hying Lil Y 5/ II .2- Slums:urea!'OATINrAge-rll _,J/r % -...,/r f-'"- {1 I i SECTION 8-CONSTRUCTION SERVICES 11,1. Liceneedrapetructlon Supervisor: Not Applicable 0 Phi114 Baunsgard Name of Licen:to Holder. CS 1 O 5113 - — --------------------------- Li^tinse Nuireier 41 Hea::i id i'.o_Lain, Ma 0134,0 6/7/23 A Expiration Deli 413-247-6045 Sir, Qua lophona !.Rs9lstatsd Horns bmionuvetnertt Contractor: Not Applicable 0 Northeast Solar 169641 Company Name Registration Number 136 Ellis St . Hatfield, Ma 01038 7/13/23 Address Expiration Date — 1 Telephone 413-247-604 5 ` �1 ` SECTION 1. -•R,'• . • 7 ' PENSAT INSURANCE AFFIDAVIT (M.G.L. c. 152.§25C(61) 7 Workers Compensation nsu ranee affidavit must be completed and submitted with this application. Failure to provide this affidavit.4rill result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....._.Xl No Cl 11. -Home Owner Ezemndon The current exemption for"homeowners"was extended to include Owner-occupied Dwellings or one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts m saneriisor.emit 780. Sixth Edition Section 108.3.5.l, Definition of Homeowner: Person(s)who own a parcel of land en which hcfshc resides or intends to reside.on which there is,or is intended to be, a one or two family dwelling,attached or detached structures accessory to such use and or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be resnoosibl€for all such wEk nerformed ender the banding oermii, As acting Construction Snperylsor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you My be liable forperson(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusctts.General Laws Annotated. Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: 2q (i4-(41 flee. I.0 aviCe The debris will be transported by: P6q---414..eAdt- C.42eQj The debris will be received by: U1-5R ce,L( Building permit number: Name of Permit Applicant : D �' �� ` 2 0_ey, Vl Date ignature of ermit p nt The Commonwealth of Massachusetts _�__ Department of Industrial Accidents 1 i = 1�= Office of f Investigations � 1 Congress Sweet, Suite 100 _11= Boston, MA 02114-2017 www .mass.gov/dia ww.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:Hatfield, Ma 01038 Phone#:413-247-6045 Are you an employer?Check the appropriate box: Business Type(required): 1.Q I am a employer with 17 employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.0 I am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl.real estate, auto, etc.) employees working for me in any capacity. [N o workers' comp.insurance required] 8 ❑N on-profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainm a t their right 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-profitorganization, staffed by volunteers} 11.❑HealthCarCe ,I with no employees. [No workers' camp. insurance req.] 12.�Other CX/(iaif -5 *Any applicant that checks box#1 mist also fill out the sectionbelow showing their workers'compensation policy information **If the corporate officer have exempted themselves,but the corporation has other employees,aworkers'caarpensation policy is sequined and suchan oiganuationshauld check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance CompanyName:New York Marine and General Insurance Company Insurer's Address: 29 Sumner Ave city/State/zip: Florence MA 01062 Policy# or S elf-ins.Lic.K #WC201900019843 Expiration Date: 7/8/2022 Attach a copy of the workers' comp ensatio n p o licy 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 aSTOP W:)RK ORDER and afine 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 tit. 'us an i perjury that the information provided above is trace and correct. Signature: / D ate: 4/1/2022 Phone#:413 247 6045 1.4 !� I Official use only. Do notw ' 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#: www.mas s govldia �....N NORTSOL-01 JHOGAN A COL?O CERTIFICATE OF LIABILITY INSURANCE DATE D/YYYY) �� 7/9/2/9/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RI HTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER T E COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE EEN 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 A.•ITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain polici,- may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s. PRODUCER CONTACT NAME: EPIC Insurance Brokers&Consultants PHONE FAX 144 Gould Street Suite 100 (AIc,No,Ext):(781)455-0 00 1(AIC,No):(781)449-8976 Needham,MA 02494 ApesIL SS:certificates@ •blininsurance.com INSURER( AFFORDING COVERAGE NAIC S INSURER A:Gotham Ins nce Company INSURED INSURER B:Safety Insu -nce Company 39454 Northeast Solar Design Associates,LLC INSURER C:Capitol Inde nity Corporation 136 Elm Street 'INSURER D:New York Ma e and General Insurance Company 16608 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 TH: INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR eTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES D:SCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CAMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF PO • EXP LIMITS LTR INSR WVD IMMIDD/YYYYI (PA, •.. A X COMMERCIAL GENERAL LIABILITY I 1,000,000 EACH OCCURRENCE S CLAIMS-MADE X OCCUR PK201900018166 7/8/2021 7/8/2022 PREM sES/EaENToxurence) S 300,000 M ED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY S 1,000,000 GEM_AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY LX 1 PLAT LOC PRODUCTS-COMP/OP AGO S 2,000,000 OTHER: I S 1,000,000 LI B AUTOMOBILE ABILITY CO SING accident) LE LIMIT S --- ANY AUTO 5909829 7/8/2021 7/8/2022 BODILY INJURY(Per person) S _ 'AIM ONLY X AAUUT�OSSyUyL�EDp BODILYO INJURYpg (Per accident) S X AUTOS ONLY X A17T05 O Y i (Perr amdent) MACE S S C X UMBRELLA LIAB X OCCUR 1,000,000 EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE' 7/8/2021 7/8/2022 AGGREGATE S 1,000,000 DED X RETENTIONS 10,000 S D WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN X STATUTE ERA ANY PROPRIETOR/PARTNER/EXECUTIVE WC201900019843 7/8/2021 7/8/2022 E.L.EACH ACCIDENT S 1,000,000 OFFICER/MEMBER EXCLUDED? N N I A (Mandatory in NH) E.L DISEASE-EA EMPLOYEE S 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S A Property PK201900018166 7/8/2021 7/8/2022 BPP 225,000 A Property PK201900018166 7/8/2021 7/8/2022 BI , 350,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more apses Is required) Issued as evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cityof Northampton THE EXPIRATION DA E THEREOF, NOTICE WILL BE DELIVERED IN p ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton,MA 01060 — ---- AUTHORIZED REPRESENTATIVE I� 22. ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 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 1 Update Address and Return Card. Office of Consumer Affairs 8 Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the exp. ation date. If found return to: Registration Expiration Office of Con mer Affair 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 ,`'iGlsvlc' HATFIELD,MA 01038 Undersecretary Not ii without signature Commonwealth of Massachusetts ®� Division of Professional Licensure Board of Building Regulations and Standards C o nstruettbf t I$tipwvi sor CS-106113 Eitpires:06/07/2023 PHILLIP BAUNSGARD, I f 41 HEATH ROAD a = COLRAIN MA.411340 � . M /I l•-/SV.1JO' Commissioner &tea -, - -*, * - .- \a A Air"? - .44"' i':14.,;* ''' :I Oe w. .. ''+.. � N�. s -tom. s a n Roof mounted solar array with �'t �.� . 9x QCell modules and "4 . ,l 4 14 ,1-7 i,.i ' b` 9x Enphase IQ7Plus-72-2-US '. microinverters ..• ; k ... , II ii1 -,- , . ,,_ V.. ( -;# -r-.....1- , . .14„, ,. „, _ ., ._. : , .!, ; jrt ,,', Main electric ' F �► panel in , basement , kiiiamiL7* 401 ,11i1 f ii ip ,4., 1 �, �3. � _s c . . I I it, yt _ __,_ ., -1 .. lii'i . , , V ‘• N -,-. , '` . - r- i AVE- . 1 _ -t -_ ` .. rr.+lll . 1 — • # i..,, r ...,. ,4411,7 .. % '" ie 41:, - ' , 1 ,_ _, . , c., . . . .. ._,=_ _. _-.,,,, :. . ma— ._ _ _. m gip" ' { i i - .04 , , f r--.I r - . ' - ".• .. _� ;AVE ` r r f : , • * . . 41/. . .. - l'.- . Jeffrey Novick .. „4„,40e, 29 Sumner Ave Florence, Ma 01062 Northeast Solar -,-* i. .. :, -.. .. .... ,. - ..., ,. . =.;,..,, .„,„;,:c:),-41,„144,.:., •'''''':' ..: , ,.., —. • - , . /.-..,. . , . ..,... .„..—.' ..,..,,. . , .. ,... :. - i • .- - .-...',... ..,„ . . . ..,... . . ..... . . . . . . • , .. ...._. . . ,, . . ,:t.,.. . ... . „.. .. . . .. 4( 1 , ,..• ' - - • - : fla ,t . . . ...., ..„.... ....... .., ., . ,. . .. . ... ._ , „ „..., . . . ...,,,.........„,..,,,,,,„..,,,,,....; ,.. , ,„. ,...,. .., . ... .4,,,,IP• , , . , , 1 A ' :• 144/1-..i."' . . 1 $1+, , *. F , I. i .. ., .. 1 1 '-_,-..... , , 1 .. • . 0 r• I I' 410' -' 1 I -,.....• ,., let I.... . .:. . ...., -.., 1 . „ .z. Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 13, 2022 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Jeff Novick, 29 Sumner Ave, Florence, MA: Structural assessment of existing house and roofs to support proposed PV solar panel arrays. I have investigated the roof framing of the 23'x 26',2-story hipped roof house,constructed in 1922, for the proposed PV solar panel installations. 5 PV solar panels are to be installed on the 26' long south facing roof of the house and 4 solar panels on the back east facing roof. The house rafters are full dimension 2x5 installed 24"-26"on-center, with the span of the full-length rafters 11'±, with a roof pitch of approximately 8/12. The hip rafters are full dimension 2x5. The rafters are supported on a double full dimension 2x4 top wall plate. 2x5 attic joists are secured to the north and south walls and prevent the roof from spreading. The roofing is composite asphalt shingles. The hip rafters appear relatively straight, but need to be reinforced to support the additional load of the solar panels. Install 2—2x8x8'long beams perpendicular to the hip rafters,approximately 4' out from the corners of the house, spanning between the west and south walls, the south and east walls and between the east and north walls resting on the attic floor, as shown below. Support and secure the beams to the side of the top plates of the walls with Simpson Skewed 45°Face-Mount Hangers #SUR/L26-2—Note: right and left hangers are needed for each beam. Another option to support the beams is to screw 3"x3"x 3/16"x12" long steel angle to the double top plates with the bottom leg of the angle resting on the floor boards. Use 4—2'/2" TimberLok screws to secure the angles to the top plates. Install a vertical 2x4 post from the top of the 2—2x8 beams to the bottom of the hip rafters and toe-screw the post to the hip rafters and beams. North O Install 2-2x8x8' beams 0 shown in red. West O C East 1111 0 111 South 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 I have reviewed the mounting details for the proposed PV solar pane arrays. Based on my calculations and a PV solar panel unit weight of 46± Ibs, with the a chment points of the arrays placed at a maximum of 52"on center and staggered to minimize th load to any one rafter,the reinforced roof framing, as outlined above, is adequate to support th proposed PV solar arrays and the snow and wind load requirements of the current MA State Buildi g Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, �P\ N OF MAss9 _� DAVID A. „y VREELAND LP, VA—tA--(2e1"-s--& o CIVIL PE So 4631k David Vreeland, A5 /nE%< Vreeland Design AssociatesS/ONALN 2 powered by Q.ANTUM /ouo/© i ( \ \ i \ \ , , ` t Q.PEAK DUO BLK ML-G1O.a+ 385-405 ENDURING HIGH PERFORMANCE YR EUPD RESEARCH Q ' ', TOP BRAND PV MODULES d EUROPE arranty 2021 Q CELLS Pr.•uct L Pe•famence Yield Security BREAKING THE 20%E ICIENCY BARRIER alQ.ANTUM DUO Z Technology with zero gap cell layout boosts module efficienc up to 20.9%. THE MOST THOROUG TESTING PROGRAMME IN THE INDUSTRY 0 Q CELLS is the first solar odule manufacturer to pass the most comprehen- OQ sive quality programme i the industry:The new"Quality Controlled PV"of �"� the independent certifica ion institute TUV Rheinland. INNOVATIVE ALL-WEA HER TECHNOLOGY 6Optimal yields,whatever he weather with excellent low-light and temperatur= behavior. _ ENDURING HIGH PERF•RMANCE ` Long-term yield security ith Anti LID Technology,Anti PID Technology',Hot Spot P otect and Traceable Quality Tra.QTM'. EXTREME WEATHER R TING (v// High-tech aluminum allo frame,certified for high snow(5400 Pa)and ind loads(4000 Pa). 2g, A RELIABLE INVESTME T (�Y AR: Inclusive 25-year produc warranty and 25-year " linear performance warra ty2. 'APT test conditions according to IEC/TS 62804- 2015.method A(-1500V,96h) 'See data sheet on rear for further information. THE IDEAL SOLUTION FOR: OAiRooftop arrays on residential buildings Engineered in Germany Q CELLS MECHANICAL SPECIFICATION Format 74.01n x 41.1in x 1.26 in(including frame) (1879mmx1045mmx32mm) I �a aommm l!•Ia bas.smml Weight 48.5lbs(22.0kg) - - a Front Cover 0.13in(3.2mm)thermally pre-stressed glass with °�(1'b0ninj ' anti-reflection technology d a 1 a datndin°p,,n,.n Ulr Hamm) Rama- Back Cover Composite film aa.,.l°verpm) Frame Black anodized aluminum 0 Air ttGe'i Cell 6 x 22 monocrystalline Q.ANTUM solar half cells Junction Box 2.09-3.98in a 1.26-2.36in x 0.59-0.71in (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes °"41 =.a.raxomm, Cable 4mm2 Solar cable:(+)z49.2In(1250mm),(-)z49.2in(1250mm) -o-t3 ..a«.,.nal. - .=Mauling slats DEM&Al - ' Connector Stl ubll MC4;IP68 . • 1 1.26.(32 mm) DEMA.A 0.63 I I'(lamml o..e•(].smm)I{_-)DM.lasmm) ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC,-(POWER TOLERANCE+5 W/-0 W) Power at MPP' PM,,,, [W] 385 390 395 400 405 Short Circuit Current' Ise [Al 11.04 11.07 11.10 11.14 11.17 E E Open Circuit Voltage' Vo, [V] 45.19 45.23 45.27 45.30 45.34 5 Current at MPP IM„ [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP VMnv [V] 36.36 36.62 36.88 37.13 37.39 Efficiency' q [%] >_19.6 >19.9 >_20.1 z20.4 >_20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT' Power at MPP PEA* [WI 288.8 292.6 296.3 300.1 303.8 E Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00 E Open c Circuit Voltage Voc [V] 42.62 42.65 42.69 42.72 42.76 Current at MPP IMn, [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP VM,n [V] 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances P,,,,.,+3%,I V,,:±5%at STC:1000 W/m',25±2°C,AM 1.5 according to IEC 60904-3•'800 W/m',NMOT,spectrum AM 1.5 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE u'x aw At least 98%of nominal power during i.0 T : 1 T wa a. .-Ewa,.md.a�w..r,.ms: first year.Thereafter max.0.5% u 3 .. degradation per year.At least 93.5% 1 ' I 12 of nominal power up to 10 years.At Y wo ' I it z least 86%of nominal power up to I I :I a a o x, 25 years. 'c as i- z R''z 9 I I g c . All data within measurement toleranc- i i i i i es.Full warranties in accordance with '0 I ' ' ' W l. the warranty terms of the Q CELLS no Aso am NO Iwo 0 IRRADIANCE(WW1rr sales organisation of your respective R . ,° ,. ,. country. YEARS Typical module performance under low irradiance conditions in 'T m comparison to STC conditions(25°C,1000W/m2) v' T; TEMPERATURE COEFFICIENTS o Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of Voc 0 [%/K] -0.27 f Temperature Coefficient of PM„ y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) 1. g PROPERTIES FOR SYSTEM DESIGN Y Maximum System Voltage Vs7s [V] 1000(IEC)/1000(UL) PV module classification Class II ei Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 i Max.Design Load,Push/Pull' [Ibs/ftl 75(3600Pa)/55(2660Pa) Permitted Module Temperature -40°F up to+185°F o Max.Test Load,Push/Pull' [Ibs/ft'] 113(5400Pa)/84(4000Pa) on Continuous Duty (-40°Cupto+85°C) 0 11 'See Installation Manual U QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION La.61730,Controlled PV-T 01 s0 0 Ib a9• 0 o Quality Controlled PV-TUV Rheinland, • L��V/J •NW�J I�JI/J � 1.41 0 IEC 61215:2016,IEC 61730:2016, ��I UUU U.S.Patent No.9,893,215(solar cells), S�e C E ,o°a1...„d Horizontal 76.4in 43.3in 48.0in 16561Ys 24 24 32 0 QCPV Ceraacation ongoing. CG,,,,;,,US packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules u1.61730 D I„1 i Nob:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 I EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us .r+"'.r 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 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 H' against buckling and safely and efficiently a -„ transfer loads into the building structure. ,., Their superior spanning capability k ; ` requires fewer roof attachments, , flip — ,, , ,„,,,,,S,.. ,,,, .4 - reducing the number of roof penetrations and the amount ,rtxx of installation time. " Ed� / 0 J Force-Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them + Trk 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 4 Ailli feature ensures greater security during extreme weather and a longer system lifetime. 4011t/ Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series Ilk r) alu^ compatible with a range of tilt leg minum alloy,then protected with an IrFlashFoot and options for flat t anodized finish.Anodizing prevents surface other pitched roof 1 1 roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. Orr 1 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. ,k....... ii.._ ------ --it 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) II= 5'4" MIMI 8' 10' 12' 90 120 None 140 XR10 160 • 90 120 20 140 ^ 160 90 30 160 90 ' 40 160 80 160 120 160 I `Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. ©2020 IronRidge,Inc.All rights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,��_ SUNM INSTALLATION MADE EZ & EZR! 1 EZ 4 "`'� , EZR (kt. ' so' 4,, • h SunModo's best-selling EZ Roof Mount is the industry standard for PV system The EZ & EZR Advantage mounting on any composite ✓ Leak- roof design protects shingle roof. sealing points from elements. ✓ ICC ertified for both rafter and Now, SunModo introduces a decki g solution. smaller footprint, EZR Roof ✓ Exceptional resistance to corrosion Mount flashing, where truss and wear. anchoring can be assured, embossed design minimizes ✓ A wid' variety of L-feet and stand ffs available. bending, and only one tool is needed. •/ Surprisingly easy to install! Key Features of EZ and EZR SUNM �` v A t �. rt ' o ' MODEL EZ Mount EZR Mount Raised teardrop design diverts water from the roof penetration. ✓ J ; 360-degree L foot positioning, serrated L foot on both sides for rail mounting. ✓ A wide variety of L-feet and standoffs available. I I Versatile mounting option includes direct-to- decking for easy installation. Stamped emboss features stiffen the flashing to I minimize bending. � 1 � I I Only one tool is needed. ' I I 1 I I Technical Data Application Composite shingle Material High grade aluminum, 304 stainless steel hardware Finish Clear anodized, silver or black powder coated Flashing Size EZ Roof Mount: 10.00 x 12.48 x 0.04 inches EZR Roof Mount: 8.00 x 1 1 .38 x 0.03 inches Roof Attachment EZ Roof Mount: Rafter and decking EZR Roof Mount: Rafter only Structural Integrity IBC and IRC compliant Warranty 20 years SunModo, Corp. Vancouver, WA., USA • www.sunmodo.com • 360.844.0048 • info@sunmodo.com