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16B-060 (16) File #BP-2023-1215 APPLICA VT/CONTACT PERSON:NORTHEAST SOLAR DESIGN ASSOCI TES LLC 136 Elm ' t HATFIELD, MA 01038 4132476045 PROPER', Y LOCATION 9 HAYWARD RD MAP:LO7 16B-060-001 ZONE THIS SECTION FOR OFFICIAL LY: PERMIT APPLICATION CHECK 1ST ENCLOSED \ REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $75.00 • Type of Construction: INSTALL 20 PANEL 8.1 KW G' lUND MOUNT SOLAR SYSTEM New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN N ON THIS APPLICATION BASED ON INFORMATION PRESENTED: V rycirt...4. Approved Additionalpermits r quired(see below) PLANNING BOARD PERMI EQUIRED UNDER:§ : Intermediate Project: Site AND/OR Special Permit With Site Plan ©JW Major Project: NtPlan AND/OR _Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Spe *al Permit Variance* Received&Recorded t Registry of Deeds Proof Enclosed Other Permits Required: Curb Cu from D W Water Availability Sewer Availability Septic Appro 1 and of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Penn it from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. ( City: °f T . - Roar : Kim Carson <kcarson@northamptonma.gov> • 9 HAYWARD RD APPLICATION? 4 messages Kim Carson <kcarson@northamptonma.gov> Thu, May 16, 2024 at 3:37 PM To: Phil Baunsgard <PHIL@northeast-solar.com> Hi, going through some old applications in my hold file and I was wondering if you were still proceeding with this job? The note on it says "need new site plan, open space calcs" Kim Carson Northampton Building Department 212 Main St 413-587-1240 Phil Baunsgard <phil@northeast-solar.com> Thu, May 16, 2024 at 3:43 PM To: Kim Carson <kcarson@northamptonma.gov> Cc: Rusty Ingold-Smith <Rusty@northeast-solar.com> • Hi Kim, This project is canceled. The client did not want to go through the zoning hurtles to get the solar sited where they would prefer and the lot doesn't have many if any alternative location options. Thanks, Phil Phillip Baunsgard Jr. MA-CSL# CS-106113 Installation Supervisor Northeast Solar Design (413)247-6045 136 Elm St. Hatfield, Ma 01038 Visit us on the web www.northeast-solar.com NORTHEAST SOLAR ENERGY INDEPENDENCE [Quoted text hidden] Kim Carson <kcarson@northamptonma.gov> Thu, May 16, 2024 at 3:44 PM To: Phil Baunsgard <phil@northeast-solar.com> Ok, thanks for the update Kim Carson Northampton Building Department 212 Main St 413-587-1240 [Quoted text hidden] Kim Carson <kcarson@northamptonma.gov> Thu, May 16, 2024 at 3:46 PM To: Beth Willard <bwillard@northamptonma.gov> FYI....not sure if you want to pull the paperwork for this... Kim Carson Northampton Building Department 212 Main St 413-587-1240 [Quoted text hidden] DocuSign Envelope 10:961CC3B9-4918-4271-8E3E-7AE4E576CCA6 v The Commonwealth of Massachusetts 1 Board of Building Regulations and Standar,�?o tro ► FOR Massachusetts State Building Code, 780 CM'• UNICIPALITY USE Building Permit Application To Construct,Repair, Renovate 4i,►emdfith a : • ised Mar 2011 One- or Two-Family Dwelling This Section For Official Use Only as Building Permit Number: w- P ' 3, t ra 1 S Date Applied: 00 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 9 Hayward Rd 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 0 Private 0 Zone: — Outside Flood"Lone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Paul Weinberg Florence MA 01062 Name(Print) City,State,ZIP 9 Hayward Rd 413-320-7375 nohoroe@comcast.net No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction ❑ Existing Building 0 Owner-Occupied ❑ Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. ❑ Number of Units Other pp Specify: Solar Brief Description of Proposed Work2: Install 20 solar panels on Ground SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials) Official Use Only 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) S List: 5. Mechanical (Fire Suppression) Total All Fees: $ Check No.��JtUUCheck Amount: I Cash Amount: 6. Total Project Cost: $ $36,155 ❑ Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID:961CC3B9-4918-4271-8E3E-7AE4E576CCA6 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-106113 6/7/2 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 Cit wn,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-247-6045 phil@northeast-solar.cor I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 169641 7M3/267 Northeast Solar HIC Registration Number Expiration Date IIIC Company Name or HIC Registrant Name 13 6 Elm St. Permitting@northeast-solar.com No.and Street Email address Hatfield, Ma. 01038 413-247-6045 City/Town, State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property, hereby authorize Northeast Solar to act on my behalLrulk natters relative to work authorized by this building permit application. PQ, , ( ,ttAi,urO 7/12/2023 Print Owner's Name\El glrature) Date 1 SECTION 7b:OWNER" OR AUTHORIZED AGENT DECLARATION By entering my name below,I here attest under the pains and penalties of perjury that all of the information *co ned in this ap 'cation is t n accurate to the best of my knowledge and understanding. rint Owner's or orized Agent' 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:961CC3B9-4918-4271-8E3E-7AE4E576CCA6 City of Northampton � ~' �l;, Massachusetts . ''''.'re y� G ' } I DEPAR2?�1T OF WELDING I10.SPECPIOKS �; ;4 212 M31II Street • Municipal Building yQs? l.` .aey;;;-- Northampton, MA 01060 f...-- IPO'C 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 pp Signature of Applicant: Date: % J (/ '''7D g The Commonwealth of Massachusetts Department of Industrial Accidents - '�_ Office of Investigations `4 1 Congress Street, Suite 100 Boston, MA 02114-2017 111.�or* www.mass.gov/dia Workers' Comp ensation 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 rap riate box: Business Type(required): 1.El I am a employer with 26 employees(full and/ 5. ❑Retail or part-time).* 6. ❑RestaurantlBar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑Office aruilor S ales(incl. real estate, auto, etc.) employees working for me in any capacity. [No workers' comp.insurance required] 8. El 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.[No workers'comp. insurance required]*'* 4.❑ 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 checks box#1 mist also fill cut the sectionbelow shvvixg their workers'compensation policy information **If the corporate o icens have exempted themselves,but the corporation has other employees,awoikers'compensation policy is iequued and such an organization should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance C ompany Name:National Casualty Company Insurer's Address: 9 Hayward Rd City/State/zip: Florence MA 01062 Policy#or Self-ins.Lic. K 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 ex?;ration 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 imprisonments 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 .nsurance coverage verification. I do hereby certify,wider ; ins ; pen . 7.1 . perjury that the information provided above is true and correct. Signature: I ( Date: 7/12/2023 Phone#:413 247 604' /: 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.mas5go4tdie Client#: 169764 NORTSOL YYYY) MMIDDI ACORD.., CERTIFICATE OF LIABILITY INSURANCE DATE 7/10/2023 ( M/DDI 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 CONTNAME: Commercial Commercial Support Edgewood Partners Ins. Center PHONE 781 455-0700 Fax (Aid,No,Eat): (A/C,No): 144 Gould Street,Suite 100 ADDRESS: NEcertificates@epicbrokers.com Needham, MA 02494 INSURER(S)AFFORDING COVERAGE NAIC N 781 455-0700 INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:National Casualty Company 11991 Northeast Solar Design Associates, LLC INSURER C:Safety First Insurance Company 11123 136 Elm Street INSURER D: Hatfield, MA 01038 - INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POUCYEFF POUCY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) LIMITS A X COMMERCIAL GENERAL UABIUTY 202300025855 07/08/2023 07/08/2024 EACH $1,000,000 CLAIMS-MADE n OCCUR PREEe r rence) $500,000 X BI/PD Ded:5,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENL AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE $2,000,000 PRO- DU POLICY X JECT LOC PROCTS-COMP/OPAGG $2,000,000 OTHER: C AUTOMOBILE LIABILITY 5909629 07/08/2023 07/08/2024(cEoeM pNEgrOLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ AUTOS ONLY X SCHEDULED AUTOSBODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) S A UMBRELLA UAB X OCCUR XS22030004 07/08/2023 07/08/2024 EACH OCCURRENCE $1,000,000 X EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS S B WORKERS COMPENSATION Y/N 20230019843 07/08/2023 07/08/2024 X STATUTE ER AND EMPLOYERS'LIABILITY OICEWMEMBER EXCLUDED ECUTIVE N N/A E.L.EACH ACCIDENT S (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ I i 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 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 Commonwealth of Massachusetts 1,.* Division of Occupational Licensure Board of Building R ulations and Standards Cons IOntSrvisor r ,F CS-106113 E:*pires:06/07/2025 PHILLIP BAlilSGARD.-,JR 41 HEATH ROAD COLRAIN MA;01340 p C^vinimiosiQr cr L-16 a'�,t i,, FA:J:i,. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 WashingtQ..:$tteet- Suite 710 Boston, Massachusetts 02118 Home Improvement_g'; tractor Registration Frti .w �........ •'1 L ��"++ _ - -i Type: LLC NORTHEAST SOLAR DESIGN ASSOCIATES,LLC + �_ _Registration: 169641 136 ELM ST := " Eifpiration: 07/13/2025 HATFIELD, MA 01038 7 v > }"'/ Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:LLC Office of Consumer Affairs and Business Regulation R 1`:tration gxptrat•Qr1 1000 Washington Street -Suit 710 169641 07/13/2025 Boston,MA 02 18i NORTHEAST SOLAR DESIGN ASSOCIATES,LLC : iI GREGORY GARRISON 136 ELM ST rc&,,,,,.sf ; .�!tir.1 HATFIELD,MA 01038 I, . ` Undersecretary , Not-vajld Without signature 1 -i- . "k •. NEW: Ground mounted .., .-- _ , solar array with , :'1,-.•' 20x QCell module- . -x., -, ... ..- •• \ ,,--- 1x SolarEdge ,, , - . - • SE6000H-US -, . 40 , ., , . ,A): / 0. ,-...,,,.. string inverter at / array location - . z_ . . , 73 NOintll 11,,,,-:,,,,,:` • 4i 44 `' , , \''' ‘ 111011111P- --- _ - :114 "S 4 --. :'4441,-4106ave., . 1 19 \\ Main electric 1 panel on interior — -... .-. . . _....m.. <> , # -.I.- _ , • -- 1 -0+1.- . , . c'') ' .0 garage wall .4. . ........ _ .. k ..4*- .', ., • I 1 I T1 10-11110-1-11" i 4"--- . • __ -- 141.106 - .''' cl_a• ' ' ' ' • ,. • -----' ' . i Ne'\ 414'. , • •• rade . . .• , NO' . do/ ... . "— — I .., Existing solar arrays: ,I‹ • :. .. . it . App ID 00266599, 2.32 kW AC 1 564 . : II App ID 22227110, 7.56 kW AC • , lom . . 30 ft . ,740v- 9.88 kW AC combined • _ ..: Paul Weinberg 9 Hayward Rd Florence, Ma 01062 ilNORTHEAST SOLARENERGY INDEPENDENCE Q. PEAKDUOBLK ML-GIO+ SERIES cicells 385-405 Wp 1132 Cells 20.6% Maximum Module Efficiency n— Breaking the 20%efficiency barrier O.ANTUM DUO Z'echnology with zero gap cell layout boosts module efficiency up to 20.6'% 251 A reliable investment Inclusive 25-year product warranty and 25-year linear Warranty performance warranty'. Enduring high performance Long-term yield security with Anti LeTID Technology. Deeps Anti PID Technology'and Hot-Spot Protect Extreme weather rating High-tech aluminium alloy frame.certified for high snow(5400 Pa)and wind loads(4000 Pa) Innovative all-weather technology Optimal yields,whatever the weathe'with excellent low-light and temperature behaviour. 6 eusbar i2:;u5b.n cell technology cell technology The most thorough testing programme in the industry Ocells is the first solar module manufacturer to pass the mos:comprehensive quality programme in the industry The new"Quality Controlled PV"of the independent certification institute TUV Rheinland. •See Onto s'oet o"rear'or..rtr'er info(—alion. 'APT test co cticns iccortlmg to'EC(-S 6280,44.20t5.memo A-1500 V,96h) The ideal solution for: ; L �".7r•.ra " Rooftop arrays on 'a" "° 3•PVQ' residential buildings oars « Q.PEAK DUO BLK ML-G10+ SERIES •Mechanical Specification :.a.... Format 74 Oin*411in*1.261n pnclud ng framCl ,..•`�r_r (1879mm*1045mm*32mm) . - Weight 48.SIbs(220kg) I R e ` Front Cover 0.13 in(3.2mm)thermally pre-stressed glass >s.•,e""^" "1 ^- an>n>so�... with anti-reflection technology »>ma-r Back Cover Composite him m 000ml Frame Black anodised aluminium Cell 6*22 monocrystalllno O.ANTUM solar half cells 9491'00-01 Junction box 2.09-3.981n*1.26-2 36 n u 0 59-071 in - h m(53-101mm*32.60m *15-•8mm).IP67.with bypass diodes Cable 4mm2 Solar cable:(•)z49.2in(1250mm).(-)249.2in(1250nan) _ l - -_ COnnectw Slaubt.MC4.IP68 _-_--- -10-...w+°i n*rn os>rs°- Q.vas,..j��Iosrasw. ■Electrical Characteristics POWER CLA55. ' ' MINIM-V✓i-0I ORMANCE AT STANDARD TEST CONDITIONS.STC(POWER TOLERANCE.5 W/-0 WI Power at MPP' P,,,, (WI 385 390 395 400 405 Short Circuit Current' I.r (A] 11.04 11.07 1110 11.14 1117 Open Circuit Voltage' V-c [V] 45.19 45.23 45.27 45.3 45.34 Current at MPP kw-. (A) 10.59 10 65 10.71 10.77 10.83 2 - - Voltage at MPP V„,,,, (V) 36.36 36.62 36.88 37.13 37.39 Efficiency' it [96: z19.6 219.9 z20.1 z20.4 z20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS.NMOT' Power at MPP P,9r., (W] 288.8 292.6 296.3 300.1 303.8 Short Circuit Current Iu [A] 8.90 8.92 8.95 8.97 9.00 Open Circuit Voltage Vx (VJ 42.62 42.65 42.69 42.72 42.76 Current at MPP I„p„ [A] 8.35 8.41 8.46 8.51 8.57 - Voltage at MPP V«,,, (V) 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances P,,p„t 3 a:Is•:Vrx 1.5%at STC:1000 W/m,.25 1.2"C.AM 1.5 according to IEC 60904-3.'800 W/m,NMOT.spectrum AM 1.5 Ocells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE lisiming so _ - mom'+•+ At least 98%of nominal power _ ^"'..»"".•• during first year.The'eafter-ax . ea O.5%degradation per year.At e. e. least 93.5%of nominal power wailii up to 10 years.At ieaat 86%of nominal dower up to 25 years. All data within measurement tO es II tolerances.Full waoanbes,n accordance with the warranty -- - terms of the Ocells sales o di o ee 1 s >o >s organisation of your-espect ve '- 400 400 s- 1000 .- country ... . R el 5.3roa•c•e--s o'9.=.,-..r„'0'.-06 w.o-or.,.,r- . Types roo_le,.dr."ce vine,ia..•.a.rc.traces n Wa a,$ <m curos•eon o STC co'O'+ors(35'C.1000 n°} .L TEMPERATURE COEFFICIENTS ?AO�A 1""' y Temperature Coefficient of I . •U:... Temperature Coefficient of V, (3 [%/K] -0.27 > Temperature Coefficient of Pvp• y (%/K) -0.34 Nominal Module Operating Temperature NMOT ;'F] 3 3•c) S' (4 .3°C) •Properties for System Design o Maximum System Voltage V,,, (V' moo(IEC)/I000(_L; PV module classification Class II a 11 Maximum Series Fuse Rating ;ADC] 20 Fire Rating based on ANSI/UL 61730 -YPE 2 0 Max.Design Load,Push/Pull' [Ibs/It'J 75(3600Pal/55(2660Pa) Permitted Module Temperature -40-F up to•18S'F 1 Max.Test Load.Push/Pull' (Ibs/ft) 113(5400 PP)/84(4000 Pa) on Continuous Duty 1-40°C up to 85'C) 'See Ins)tllat on Manual i 2 ■Qualifications and Certificates c. UL 61730,CE-compl.ant, Duality Controlled PV-TUV Rheinland. - IEC 61215 2016.IEC 61730 2016. U.S.Patent No 9.893.215(solar cells). ellA ( E Ilei 4 LL4>l0 ID am 347` f Ocells pursues.nr. eaminimizing paper output in consideration of the global environment. fo-.. nsr. S.'aiowee Co-tan at.nKM cal>xMGe'b'tlNe• '0,1,raco.owd,00>e1040O0,..orur ()cells- . C-v :.r 400 So. -.Can 00 w.S„.;.1a00 h+-..CA 92618.US11 •1949 Ma 59961 ',-,.hoc,nouryaocera tom .wow ocer.�om .. Northampton, Ma URB District Ground mounted Accessory Ground-Mounted PV Setbacks solar array with — 20 solar modules . Required Provided 8.1 kW DC 6.0kWAC Front 20' 91 *t 4' — f s VitiMi Rear 4' 4' `+` `+a - +:•.1 * Side (East) 4' ,p •0 ,\ Side (West) 4' 155' '`�, ‘46 55' \. 'e;5 \ (%),* If 155' e` Os` , \ ,r. a�a /e* ., < . • 41111.111110, 4 lit );00..0\ Paul Weinberg 9 Hayward Rd Florence, Ma 01062 N O R T H E A S T SOLAR Basic Wind Speed: (Risk Category II) 117 MPH Basic Wind Speed: 106 MPH (Risk Category I) Exposure Category: C Ground Snow Load: 40 PSF • Flat Roof Snow Load: 35 PSF Site Contour: <5 Degree Slope All design work hos been performed in cc( Code, Ninth Edition, Base Volume (780 International Building Code as amended by Net design pressures were calculated in PLAN VIEW "Open Buildings with Monoslope, Pitched, evaluated in determining the limiting desig N.T.S. the results for the limiting load case. highest load condition seen by any leg in designed to meet the maximum load cond. 5Lx4C Sub—ArraN Front Leg Height: 483'4" Rear Leg Height: 101)¢" F North-South Leg 99Y4" Spacing: West Span Leg Spacing: N/A NL I LII East Span Leg Spacing: N/A 1*• Quantity Center Spans: 1 1 Center Span Leg 14'-3" ,A , IN Spacing: 11 East & West Overhang: 4'-g" Overall Beam Length: 23'-9" Horizontal Beam Material: 5"x4"x)�" HSS Top Roil Material: SF Rails Qty Roils per Panel: 2 Top Rail Length: 212" Top Roil Center Span: 112Xz" Top Roil Overhangs: 49%" ,..- - irollb. 1.111W!, :in. 11 1 Additional North Column is to tr installed per field direction. The Column i ' 'I ,r to support equipment mounting needs. is not required for North beam support. S:II• ISOMETRIC VIEW N.T.S. SHEET 1 OF 3 NORTHEAST SOLAR DESIGN ASSOCIATES DATE REVISION DRAWN BY REVIEWI -PROJECT- Solar Found 08/25/2023 ORIGINAL JB JD WEINBERG RESIDENCE Q I-I AVU/L.R fl R f A fl 1142 River Road,New Castle,DE 19720 Ph: TOP RAIL OVERHANG - OVERALL EAST—WEST DIMENSION " WEST OVERHANG - - - WEST SPAN CENTER SPAN EAST SPAN— ' d 1 INIIIIIIIIMII MI . TOP RAIL CENTER SPAN I I le II: I i , 135)c 28 DEGREES TOP RAIL OVERHANG REAR PILE HEIGHT *.1 I, -I_ _I FRONT PILE HEIGHT 36" I li I. IiiiiiiiiiiiiiiiiiiiiiiiiiiiirijjII:: NORTH-SOUTH LEG SPAONG NOTE: ARRAY HEIGHT REFER TO DWG SHEET 1 FOR EAST—WEST PILE SPANS AND FRONT AND REAR PILE HEIGHTS (REFER TO DWG SHT 1) ASSUMES LEVEL GRADE SIDE ELEVATION PILE SPACING ELEVATION N.T.S. N.T.S. SOLAR FOUNDATIONS--o SF RAIL FASTENED TO TUBE STEEL WITH SF RAIL j,- - GALVANIZED U-BOLT OR (2) Z X20 ELCODRILL FLEX SELF TAPPING SCREWS OR EQUAL 5X4X16"HSS TUBE STEEL GALVANIZED .1 FULL PENETRATION GROOVE WELDED SPLICES IHSS FASTENED TO TOP CAP IC PucEs 11,11111 W TH 14 GALVANIZED U-BaT ��\ ,BOLT, TYP. 5 _\ II!! 2.)c SCH 40 HELICAL PILE \�\ II " BOLT, EXTENSION, GALVANIZED ' 1Y4" SCH 40 DIAGONAL �.i, II TYP. 2 BRACE GALVANIZED 7S;.d PLACES 1111 UPPER CAP DETAIL ill GRADE N.T.S. 2)¢" SCH 40 HELICAL PILE, ALL SOLAR FOUNDATIONS'b SF RAIL FASTENED TO TUBE STEEL WITH LOCATIONS, SF RAIL - 3(3" GALVANIZED U-BOLT OR (2) YaTX TYP.20I DRILL FLEX SELF TAPPING SCREWS OR EQUAL EQUAUAL. CAPACITIES PER SITE DESIGN 5X4XX"HSS TUBE STEEL GALVANIZED DATA TABLE ,1 FULL PENETRATION GROOVE WELDED SPLICES 011 IIIII HSS FASTENED TO TOP CAP MINIMUM 60" DEPTH OR UNTIL III WITH )c GALVANIZED U-BOLT LOAD BEARING STRATA REACHED 36'BOLT, TYP. 5 ` ` 111 PLACESII III ` SCH40DIAGONAL 2Y'SCH 40 HEUCAL PILE V BRACE-GALVANIZED EXTENSION, GALVANIZED \., LOWER CAP DETAIL HELICAL PILE DETAIL N.T.S. N.T.S. SHEET 2 OF 3 NORTHEAST SOLAR DESIGN ASSOCIATES DATE REVISION DRAWN BY REVIEW BY Solar Found 08/25/2023 ORIGINAL JB JD -PROJECT- ' WEINBERG RESIDENCE Q N A V\A/A R n R(14 fl 1142 River Road,New Castle,DE 19720 Ph: THE FOLLOWING MATERIAL SPECIFICATION REQUIREMENTS 1. THE MINIMUM AVERAGE PERTAIN TO THE FABRICATI❑N OF THE SOLAR FOUNDATI❑NS USA ❑BTAIN THE REQUIRED GROUND MOUNT SOLAR SUPPORT STRUCTURE AS INDICATED ON MINIMUM INSTALLATION THESE DRAWINGS. BE SATISFIED PRIG INSTALLATI❑N. THE II NORTH COLUMNS MAY USE THREADED 1. SOLAR FOUNDATI❑N ALUMINUM RAILS SHALL CONFORM TO AVERAGE OF THE ] COUPLING IN PLACE OF WELD, COUPLING ASTM B221. DURING THE LAST 1 FOI TO BE LOCATED ABOVE THE WIND BRACE 2. STRUCTURAL STEEL TUBING SHALL BE ASTM A500 HIGH YIELD (60 KSI), 2. THE T❑RSIONAL STREW( 3. STEEL PIPE FOR PILES SHALL CONFORM TO ASTM A500 SHALL NOT BE EXCEEI GRADE C. THE TORSIONAL STRENG 4. STEEL PILE EXTENSI❑NS SHALL BE ASTM A53 GRADE B. REACHED, BUT THE ANC 5. STEEL PIPE FOR DIAGONAL BRACING SHALL BE ASTM A53 DEPTH, PERFORM THE FI GRADE A. 6. FABRICATED STEEL PLATE FOR COLUMN CAP ASSEMBLIES, 2.1. IF THE TORSIONAL BRACING CLAMPS, ETC. SHALL BE ASTM A36 OR A1011. TO REACHING THE TYPICAL 7. STEEL BOLTS FOR CAP FASTENERS SHALL CONFORM TO SAE MAY BE ACCEPTABL 60 J429 GRADE 5. ALL OTHER BOLTS SHALL CONFORM TO SAE THE ENGINEER. J429 GRADE 5 OR BETTER. 8. STEEL U—BOLTS SHALL CONFORM TO ASTM 1018. 2.2. THE INSTALLER MA) 9. USS FLAT STEEL WASHERS SHALL CONFORM TO ASTM F844 INSTALL A NEW ON AND NUTS FOR STEEL CONNECTIONS SHALL CONFORM TO PLATE. ASTM A563 GRADE A. 2.3. IF USING A CONTIh 2-1/2" SCH 40 LEAD SECTION 10. ALL FIELD WELDING SHALL CONFORM TO AWS D1.1/D1.IM PILE L❑CATI❑N WIT —STRUCTURAL WELDING CODE REQUIREMENTS. ROCK DRILL AS NEE II. ALL STEEL SHALL BE HOT—DIP GALVANIZED PER ASTM A123 OR A153 AFTER ALL FABRICATION HAS BEEN COMPLETED. 3. IF THE TARGET DEPTH REQUIREMENT HAS NOT ONE OF THE FOLLOWINC 3.1. INSTALL THE TORQI REQUIRED CAPACITY 3.2. REMOVE THE TORQU WITH A LARGER DIA MULTIPLE HELICAL I CONTINUOUS FLIGHT HELIX 3.3. REDUCE THE LOAI TORQUE ANCHOR B 4"X19" HELICOID LENGTH TYPICAL. ANCHORS AT A REDL WHEN USED IN HIGH DENSITY SOILS, ROCKY SOILS OR BEDROCK, PRE—DRILL THE PILE LOCATION WITH A 3-1/2" ROCK DRILL OR ROCK AUGER AS NEEDED HELICAL PILE DETAIL N.T.S. SHEET 3 OF 3 NORTHEAST SOLAR DESIGN ASSOCIATES • DATE REVISION DRAWN BY: REVIEW BY -PROJECT- So I a r Found 08/25/2023 ORIGINAL JB JD WEINBERG RESIDENCE • Q N A V\A/A R fl R(1 A fl 1142 River Road,New Castle,DE 19720 Ph:1