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35-241 43 LADYSLIPPER LN BP-2021-1289 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 35-241 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2021-1289 Project# JS-2021-002135 Est.Cost: $38860.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 111266 Lot Size(sq.ft.): 45302.40 Owner: THOMPSON MIKE Zoning: Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 43 LADYSLIPPER LN Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON:5/5/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL RACKING SYSTEM FOR SOALR PV 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: Driveway Final: Final: Phial: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. . ► Certificate of Occupancy Signature/ ' 6 >2 FeeType: Date Paid: Amount: Building 5/5/20210:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner r r` � `/` Department use only City of Northmpt Status of Permit: r ,.- Building Depart nt �0 Cu'1b.Cut/Driveway Permit A 4'. 212 Main Stree Sew r/Septic Availability .) Room 100--o..o W er/Well Availability � % Northampton, MA 0106 /,r�G/A T o Sets of Structural Plans --�!!` ' phone 413-587-1240 Fax 413-587 f-t- lot/Site Plans (3'6OGNSOther Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map 35 Lot7/ Unit 43 Ladyslipper Ln. Northampton, MA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Michael Thompson and Rebecca Lederman 43 Ladyslipper Ln. Northampton, MA 01062 Name(Print) Current Mailing Address: (413) 883-5633 See Attachment A Telephone Signature 2.2 Authorized Agent: Willi Killough-Hill 311 Wells St. Greenfield, MA 01301 Nam (Print),/ Current Mailing Address: --- �__— 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 12286 (a) Building Permit Fee 2. Electrical 24574 (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) *-7(5 5. Fire Protection 6. Total=(1 +2+3+4+5) 38860 Check Number /l ' '3I7 This Section For Official Use Only Building Permit Number: ei©JAI - I-11 IG Date Issued: /. 2 Signature: J 5- 5-2O1 Building Commissioner/Inspector of Buildings Date buildingpermits @ pvsquared.coop EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW Q YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition El New Signs [01 Decks ID Siding ID] Other[MI Brief Description of Proposed Installation of racking system for solar PV Work: Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 6a. If New house and or addition to existing 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 Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i, Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I Michael Thompson as Owner of the subject property PV Squared (Pioneer Valley Photovoltaics) hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. See Attachment A See Attachment A S nature of Owner Date 1 PV Squared , 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. William Killough-Hill Print Nyfr Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: Daniel Gomez Gonzalez License Number 43 Hatfield St. Northampton, MA 01060 CS-111266 Address Expiration Date 03/14/2023 Signature AAAALp Telephone 413-772-8788 9.Registered Home Improvement Contractor: Not Applicable ❑ Pioneer Valley Photovoltaics Cooperative Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 140077 Address Expiration Date 413-772-8788 Telephone 09/15/2021 SECTION 10-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 City of Northampton 04•H t{ ''� Massachusetts ,{s�5 .. . r'c!``G it st V �� ` DEPARTMENT OF BUILDING INSPECTIONS , IF� .,. 212 N83a Stre®t •Municipal Building . U b� Northampton, NA 01060 f •... � � Debris 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. The debris from construction work being performed at: 43 Ladyslipper Ln. Northampton, MA (Please print house number and street name) Is to be disposed of at: PV Squared dumpster 319 Wells St. Greenfield, MA (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: (Company Name and Address) s ''.-/\--------7 ..---'7 - t L-470—CVF.--CD2—( ture of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. Commonwealth of Massachusetts Division of Professional Licensure Board or Building Regulations and Standards Constructionr SOpervisor CS-111266 1910 Expires: 03)14/2023 DANIEL GOMEZ-GONZALEZ 43 HATFIELD STREET NORTHAMPTON MA 01000 ,-=-.. 1 - `N • Corn mIssi0ner da8P.,k i. b , rt,h. . . `// ) /ill////i/(v//(l f27,%, (/'. /47-34teir. i!l e.i Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card PIONEER VALLEY PHOTOVOLTAICS COOP Registration: 090077 311 WELLS ST SUITE B Expiration: 9/15/2021 GREENFIELD,MA 01301 • scA _p za�Asrt / Update Address and Return Card. • ",,,ei il»riril/i f n/, /64.1,wehiiii/4 • Office of Consumer Affairs t3 Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Suoolement Card before the expiration date. If found return to: Registration gxpiration Office of Consumer Affairs and Business Regulation 140077 091512021 1000 Washington Street -,Suite 710 PIONEER VALLEY PHOTOVOLTAICS COOP Boston,MA 02118 ( MAMA FULFORD 1- ^ 311 WELLS ST SUITE B /.o1.lsA � Vs GREENFIELD,MA 01301 of valit�Nithout signal e Undersecretary AoRD® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/22/2020 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kathy Parker NAME: Webber&Grinnell PAHON/C, o.Ext). (413)586-0111 FAX No): (413)586-6481 8 North King Street E-MAIL kparker@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A: Ohio Casualty/Liberty 24074 INSURED INSURER B: Ohio Security/Liberty 24082 Pioneer Valley PhotoVoltaics Cooperative,Inc. INSURER C: Continental Indemnity/AUW Attn:Kim Pinkham INSURER D 311 Wells Street,Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: CL20122214681 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 SUER- POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _ RETED CLAIMS-MADE X OCCUR PREMISESDAMAGE TO(Ea occurrence) $ 300,000 MED EXP(Any one person) $ 15,000 A BKS57072282 01/01/2021 01/01/2022 PERSONAL&ADV INJURY $ 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY JECT PRO LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B OWNED X SCHEDULED BAS57072282 01/01/2021 01/01/2022 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY AUTOS ONLY (Per accident) Underinsured motorist $ 300,000 UMBRELLA LIAB VV"'�""� REN E 5,000,000 X _ OCCUR EACH OCCURRENCE $ A EXCESS LIAB CLAIMS-MADE US057072282 01/01/2021 01/01/2022 AGGREGATE $ 5'000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER YIN 1,000,000 C ANY PRO N N/A 375928710101 01/01/2021 01/01/2022 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDEED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,00 0,000 If yes,describe under 1000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ , Business Pers Property $1,820,700 Commercial Property A BKS57072282 01/01/2021 01/01/2022 Installation $25,000 Transportation $75,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Worker's compensation includes MA and NY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Proof of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts o*V, ert. Department of Industrial Accidents _;,l1= 1 Congress Street,Suite 100 :K w Boston,MA 02114-2017 ' �= ww mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): Pioneer Valley PhotoVoltaics Cooperative Inc. DBA PV Squared Solar Address: 311 Wells Street, SuiteB City/State/Zip:Greenfield MA 01301 Phone#:413-772-8788 Are you an employer?Check the appropriate box: Type of project(required): 1.1:1 I am a employer with 48 employees(full and/or part-time).* 7. ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.0I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.� p Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.ID Other Solar PV 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Continental Indemnity/AUW Policy#or Self-ins.Lic.#:37-592871-01-01 Expiration Date:01/01/2022 Job Site Address:43 Ladyslipper Ln City/State/Zip:Northampton, MA 01060 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce :r t e,,,,s #nd penalties of perjury that the information provided above is true and correct filiSignatu �, = rp,,, Date: Phone#:413-7 -87 8 Official use only. Do not write in this 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.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: PROJECT INFORMATION: N gCAU4 • Owner: Michael Thompson 4 ^ 0 Rebecca Lederman �� f ��, e • Address: 43 Ladyslipper Ln • Northampton, MA Main House 447. . 50` • Phone: (413)883 5633 PV Squared Solar311 Wells Street,Suite B Greenfield,MA 01301 A\ design@pvsquared.coop • Email: ; 413-772-8788 thompsom@arps.org rlederman@landergrinspoon.org JOe Lederman-Thompson • System Size: 11.84 DC-STC SITE: 43 Ladyslipper Ln Northampton,MA • Modules: REC REC370AA REVISIONS: • Rail: Ironridge XR100 • Bases: EcoFasten Quickfoot IIIHkIlre.41* • Snow Load: 40 Ibs • Wind Speed: 117 mph ROOF STRUCTURE: • Rafters @ 16" OC throughout ROOF MATERIAL: ‘Itfr4,*. • Asphalt shingles throughoutJPRO ECT NOTES: ,1. Framing location to be verified on site. 2. Slide rail assembly as needed to avoid interfering with splices or bases. TITLE: Site Plan 3. Unless otherwise noted bases are staggered and spaced not more than 48" O.C. 4. Additional or alternative bases may be used FDN#: -- to meet actual roof conditions. BY: JG DATE: 4/21/2021 Garage SCALE: No Scale SIZE. 8-1/2"x 11" Pool House OSite Plan PV-O 1 No Scale (Sheet 1 of 5) e-t saUgio -*— 3' 4' 336" between Chimneys x k 1' Q O 4' Array 32_,_ 2%8" 4' �����f I • 1RT ` S0v • O O O O O O Q O PV Squared Solar C! B E - (14') -156V8" * (14')-168" r Gre311 Wells Street,Suite enfield,MA 01301 O O p x— design@pvsquared.coop O ® O O • 0 ® O 413-772-8788 N ` JOB rn Q ® e e - 4 0 ® m O 4-- (1'')-'06/8" * (14')-16S" - , . r Lederman-Thompson SITE. 43 Ladyslipper Ln O O 3 O ® O O } Northampton,MA REVISIONS: //\\ A /\ L2x8 rafters @ 16"OC O Array Layout- Main House 3/16..=1,-0., — 83/8u TITLE: Array Layout 40" * - 20Y2" (Main House) RAIL SPECIFICATIONS - 413/6 } Make& Model: Ironridge XR100 r 9., - - 1 FDN#: — Clamp Torque: 80 in-lbs \ By. iG I DATE: 4/21/2021 L-Foot Torque: 250 in-lbs ___ - - Max Span: 6'-9" — — — - SCALE: As shown Max Cantilever: 2'-8" _ _ _ _ SIZE 8-1/2•x11• MODULE SPECIFICATIONS: 1348"(30mm) Make& Model: REC REC370AA Clamp Range: 8-1/4"to 20-1/2" on long side A' 67�4 �� PV-02 4"to 9-3/4"on short side OREC370AA Dimensions Module Size: 67-3/4"x 40"x 1-3/16"(30mm) '/4"=1•-0' (Sheet 2 or s) snug 44 10 "Ilfill2,,, i k Array 120/4" — 2x8 rafters @ 16"OC y.4 �.� yr a g0 } an.MEM..I PV Squared Solar 311 Wells Street,Suite B .' Greenfield,MA 01301 111.1. .� design@Pv413-772-8788 413-772-8788 m .,...I■.' JOB: ---- .■'.■.I Lederman-Thompson Q -11E1 SITE: 43 Ladyslipper Ln Northampton,MA REVISIONS: ii Array 803/8" OArray Layout-Garage 3/16"=1'0" f 83/" - TITLE: Array Layout - 40" - 201/2" (Garage) - RAIL SPECIFICATIONS 413/6„ r- \ _ _ FDN#: Make & Model: Ironridge XR100 9„ gY: JG Clamp Torque: 80 in-lbs ,� — — I '� DATE: 4/21/2021 L-Foot Torque: 250 in-lbs _ = Max Span: 6'-9" — — — — SCALE: As Shown Max Cantilever: 2'-8" _ _ _ _ SIZE: 8-1/2"x 11" — — —MODULE SPECIFICATIONS: 3 Make& Model: REC REC370AA 1/6"(30mm) \/ Clamp Range: 8-1/4"to 20-1/2" on long side -,le— 673/4 —,I'- P V -03 4"to 9-3/4"on short side OREC370AA Dimensions Module Size: 67-3/4"x 40"x 1-3/16"(30mm) B 1/4"=17-0' (Sheet3of5) SQUq \ •`I// �f F,AT a so- 4' Array 201%2" - 4' 4. Array 158Y8" 4 - 2x8 rafters @ 16"OC PV Squared Solar 311 Wells Street,Suite B} Greenfield,MA 01301 0 0 — 0 0 0 0 0 0 0 0 design@pvsquared.coop 413-772-8788 9— (314'1-E4" ---�— 11')-119Y.' 4' a (14')-z163Y" 4' JOB: ____ m Lederman-Thompson v, o o -� a o 0 0 0 0 9 M SITE: 43 Ladyslipper Ln 1/40 T Northampton,MA " 0 0 9 : , z" " NN : 0 m. REVISIONS: 4-- ;' 1')-122A" r d11 ) 2" 'm O m 4' 1203/4" .4' 4. 60" - . 4' 132" 4' °Array Layout- Pool House 3/16"=1'-0" — 83�8" TITLE: Array Layout -- 40" -+ - 20Y2" (Pool House) - RAIL SPECIFICATIONS 413/6., } Make& Model: Ironridge XR100 r 9" BY: JG Clamp Torque: 80 in-lbs - — — - } L-Foot Torque: 250 in-lbs ^ _ - - _ _ = DATE: arzvzozl Ir Max Span: 6'-9" — — — - SCALE: As Shown Max Cantilever: 2'-8" —_ _ - SIZE: 8-1/2"x 11" MODULE SPECIFICATIONS: 113/6'(30mm) Make& Model: REC REC370AA Clamp Range: 8-1/4"to 20-1/2"on long side '�-,I'--- 673�4 �� P\/ V -04. 4"to 9-3/4"on short side OREC370AA Dimensions Module Size: 67-3/4"x 40"x 1-3/16"(30mm) B 1/4"=1.-0 (Sheet 4 of 5) Serial No: cx reNl �O 114"`_„ ,of e PV Squared Solar 311 Wells Street,Suite B Greenfield,MA 01301 design@pvsquared.coop 413-772-8788 JOB: ---- Lederman-Thompson SITE: 43 Ladyslipper Ln Northampton,MA REVISIONS: TITLE: Module Map FDN#: -- BY: JG DATE: 4/21/2021 SCALE: No Scale SIZE: 8-1/2"x 11" STRING INFORMATION: Strings: 2x11, 1x10 Inverter: (1)SolarEdge SE1000H-US P\/ V -0 J Optimizer: (32)SolarEdge P370 Module: (32) REC REC370AA (Sheet5of5) DocuSign Envelope ID:8B0A0D22-5D27-41 D7-B763-0239541445FF AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above,and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement.I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. Michael Thompson 11/19/2020 18:22 PM EST Printed Name Date DocuSigned by: LAkidtad, 1I&4h,psetA, System Owner 0,0097, ru224ei Signature Title Make a Payment Online Proposal and Agreement#00016065 Page 7 of 13 Michael Thompson-November 19,2020 New England Construction Engineering, PLC 436 Campbell Street (NECE) Structural Construction Solutions White River Junction, VT 05001 Jonathan Rugg, P.E. 603-903-9798 j.rugg@NewEnglandConstructionEngineering.com April 12, 2021 Mr. Bill Killough-Hill Pioneer Valley PhotoVoltaics Cooperative, Inc. 311 Wells Street, Suite B Greenfield, MA 01301 Re: Lederman &Thompson Residence, Florence, MA NECE Project No. 21-01 T29 Dear Mr. Killough-Hill, At your request, New England Construction Engineering, PLC (NECE) has reviewed the information that Pioneer Valley PhotoVoltaics Cooperative, Inc. (PV Squared) provided on the roof supporting structure of the Lederman and Thompson residence, at 43 Ladyslipper Lane, in Florence (village of Northampton), MA.The purpose of this review was to provide an opinion regarding the structure's ability to support a proposed rooftop mounted photovoltaic (PV) array. The information that you provided is attached to this letter for reference. You are proposing to mount PV panels on three roof surfaces at the residence. The house is a two-story home with unfinished attic. The house also has a with a one-story "L" and an attached garage. You intend to mount PV panels on one sides of the main house. The main house measures approximately 28'x38'.The roof has an approximately 45-dgree pitch. The roof is supported by 2x8 rafters at 16" O.C. These rafters span approximately 14' on the horizontal. The second-floor ceiling joists resist the outward end reaction of the rafters on the walls. The PV panels will also be mounted on one side of the roof of the attached 1 story "L".These roofs also have 2x8 rafters at 16" O.C. The roof pitch is 33-degrees and the rafts span between 10' on the horizontal. The ceiling joists resist the outward end reaction of the rafters on the walls. The garage roof is the final roof to receive PV panels. This roof is also 33-degrees and framed with 2x8 rafters at 16" O.C.The ceiling joists resist the outward end reaction of the rafters on the walls. The rafters span 12' on the horizontal The roof has a plywood deck and asphalt shingles. NECE's review and analysis included the controlling gravity load combinations (snow and dead load). New England Construction Engineering, PLC PV Squared Lederman&Thompson Residence Jonathan Rugg, P.E. Florence MA Page 2 of 2 Conclusion: Based on the information that you provided, I conclude that, the roof will support your proposed PV array. In reaching this conclusion, I have assumed that the proposed PV panels will be installed parallel to the existing roof, eliminating any additional wind load. Based on the information that you have provided on similar projects; I assumed that the PV panels weigh approximately 2.3 psf.The Ground Snow Load (Pg)for Northampton is 40psf. The minimum Flat Roof Snow Load (Pf) is 35psf. Owing to the smooth, snow shedding surface of the PV panels, installation of the PV panels will reduce the total gravity load on these roofs. In summary, in my opinion, the house, addition, and attached garage roofs will adequately support your proposed roof mounted PV array. Thank you for the opportunity to assist with this project. If NECE can be of further assistance, please contact Jonathan Rugg at NECE. ........... �``a\•tNOF+Ngss9C' Sincerely, o� �yc JONATHAN A P 7 o RUGG " No. 51982 '') er,---- /47.1,(14t*-4A. „A-/... Rugg, R.E. /i OSTEi s'SIONALtw' New England Construction Engineering, PLC. y 4/12/2021 '� Attachments: -Building Information Aiik `}, 05T TRUSTED R E c . . I 4., . ,e, , f., \ , • il. 1 t 1 • t 1.1111111/ NI t ro40 . 1/11.11.1/ 7+ • �., • III 111 p i REE ALpHoc, (rM .- , ,, :. _ 5 , . ( emaimmilimot . 380 WP POWER 20 YEAR PRODUCT WARRANTY (IIII)( R.. ‘C '= 25 YEAR POWER OUTPUT WARRANTY recgroup.com/alpha REE ALFHOC SERIES PRODUCT DATASHEET CERTIFICATIONS IEC 61215:2016,IEC 61730:2016,UL 1703,UL 61730 ' IEC 62804 PID 1721t2.5[67.7510:11 - - --.... • .:- .._ ..28[1.1] 802[31.51 455117,91 IEC61701 • Salt Mist t \,- ° ° -,. IEC 62716 • Ammonia Resistance + ; UL1703 T___............. Fire Type Class 2 1000[39]s IEC 62782 Dynamic Mechanicat Load IEC 61215-2:2016 Hailstone(35mm) . AS4040.2 NCC 2016 Cyclic Wind Load - . 72 ISO 14001:2004,150 9001:2015,0HSAS 18001:2007 ci ( n e IN el D S o us ` E I I ♦WARRANTY 0 0 11t0.2 20 year product warranty [0.43 t0.e1, 25 year linear power output warranty Maximum annual power degression of 0.25%p.a. Guarantees 92%of power after 25 years n 20.5t0.5 See warranty conditions for further details. c [0.78 t0.08] 1200(47] - ♦MECHANICAL DATA 1 1/ . - _ -�' 1 . - Dimensions: 67.8x40x1.2in(1721x1016x30mm) • - 45[1.51 22.5[0.9] 621 t1 124.5 t0.041 r Area: 18.8sgft(1.75m2) i 130[1.181 Measurements in mm[in] ' Weight: 43 lbs(19.5 kg) ♦GENERAL DATA 120 half-cut cells with REC 3-part,3 bypass diodes,IP67rated !MAXIMUM RATINGS Junction box: in accordance with IEC 62790 Cell type: heterojunction cell technology Operational temperature: -40...+85°C 6 strings of 20 cells in series 12 AWG(4 mm2)PV wire,39+47 in(1+1.2 m) Cable: in accordance with EN50618 Maximum system voltage: 1000 V Glass 0.13 in(3.2 mm)solar glass with anti-reflection surface treatment StaubliMC4PV-KBT4/KST4,12AWG(4rnm2) Design load(+):snow 4666Pa(975lbs/sgft)' Highly resistant 'Connectors: in accordance with lEC 62852 Maximum test load(+): 7000Pa(146lbs/sgft)` Backsheet: IP68onlywhenconnected Designwind 2666Pa polymeric construction g (-): (55.61bs/sgft)' Maximum test load(-): 4000 Pa(83.5 lbs/sq ft)* . a Frame: Anodized aluminum(black) Origin: Made in Singapore Max series fuse rating: 25 A fELECTRICAL DATA @ SIC Product Code':RECxxxAA Max reverse current: 25 A z Nominal Power PMPP(Wp) 360 365 370 375 380 •Calculated using a safety factor of1.5 3 Watt Class Sorting-(W) -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 'See installation manual for mounting instructions Nominal Power Voltage-VMPP(V) 37.7 38.0 38.3 38.7 39.0 t TEMPERATURE RATINGS' 2 Nominal Power Current-IMPP(A) 9.55 9.60 9.66 9.72 9,76 Nominal Module ope rating Temperature: 44°C(t2°C) 3, Open Circuit Voltage-Voc(V) 44.1 44.3 44.5 44.6 44.7 Temperature coefficient of PMPP: -0.26%/°C Short Circuit Current-Isc(A) 10.23 10.26 10.30 10.40 10.46 Temperature coefficient ofVoc: -0.24%/°C o Panel Efficiency(%) 20.6 20.9 21.2 21.4 21.7 Temperature coefficient of Isc: 0.04%/°C g Values at standard test conditions(SIC:air mass AM1.5,irradiance10.75W/sgft(1000W/m9,temperature 77°F(25°C),based onaproduction *The temperature coefficients stated are linear values ,.n spread with a tolerance of Von&Isr±3%within one watt class.'Where xxx indicates the nominal power class(PM°P)at STC above. ♦ELECTRICAL DATA @ NMOT Product Code':RECxxxAA t LOW LIGHT BEHAVIOUR Nominal Power-Pm,(Wp) 274 278 282 286 290 Typical low irradiance performance of module at STC: o, Nominal Power Voltage-VMPP(V) 35.5 35.8 36.1 36.4 36.7 0 Nominal Power Current-IMP (A) 7.71 7.76 7.80 7.85 7.88 ' _ _. co P -i-°° Open Circuit Voltage Va(V) 41.6 41.7 41.9 42.0 42.1 a� s e-- --.._-__-_-______......_. 1 N Short Circuit Current-I,(A) 8.26 8.29 8.32 8.40 8.45 N Nominal module operating temperature(NMOT:air mass AM 1.5,irradiance 800 W/m2,temperature 68°F(20°C),windspeed 3.3 ft/s(1 m/s).* ' 9 Where xxx indicates the nominal power class(P,, )at STC above. a Irradiance(W/me) t 'M ti ,,4 +,. �. i tit , , r Founded in Norway in 1996,REC is a leading vertically integrated .. 4,, r y solar energy company.Through integrated manufacturing from •i i,: �," ,� '�, ` = I 1 !.{ silicon to wafers,cells,high-quality panels and extending to solar a . 1/t solutions,REC provides the world with a reliable source of clean , • `i v ; ko. V , r •al it . 1 ' energy. REC's renowned product quality is supported by the i 1. ,1 .,. ' lowest warranty claims rate in the industry.REC is a Bluestar , •�" ` S / Elkem company with headquarters in Norway and operational ❑� .•;,�CI F ,`� t' �, i headquarters in Singapore.REC employs around 2,000 people ;* ,iti,,,!.,t_i: . c., _.+ worldwide,producing1.5GWof solar eanetsannually , - , i a t 41� " ( i, ° i i e Cut Sheet . IRONRIDGE XR100 Rail See Descri•tion / Lengtl [; ) Rail Section Properties Property Value Total Cross-Sectional Area 0.582 in2 .66 Section Modulus (X-axis) 0.297 in3 .46 Moment of Inertia (X-axis) 0.390 in4 Moment of Inertia (Y-axis) 0.085 in4 Torsional Constant 0.214 in3 Polar Moment of Inertia 0.126 in4 1.99 APPROVED MATERIALS: 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 2.34 (34,000 PSI YIELD STRENGTH MINIMUM) Clear Part Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-132B XR100, Rail 132"(11_Feet) 7.50 lbs. XR-100-168A XR-100-168B XR100, Rail 168"(14 Feet) 6000 Series 9.55 lbs. XR-100-204A XR-100-204B XR100, Rail204"(17 Feet) Aluminum 1 1,60 lbs. vi Cut Sheet IRONRIDGE XR100 Bonded Splice XR-100 RAIL foo 12.0 40t. 0 XR-100-S P LC-B D KIT, XR100 BONDED SPLICE 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling 1.24 —el .63 --s-- 1.93 .31 H 0.42 .15 .93 #12-14 TYPE "B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear vl.0 QuikFoot PRODUCT GUIDE Exploded Product View/B.O.M. - 1 Installation Instructions - 2 Cut Sheets - 3 Specifications -4 I 4 ,4. � a ,I ` .Irk Y.; ,i i i _ 0 I 4 ) J' i f si 1. „ Ntij 1, ,, ,,,,,),, j '(\ f 9i, r,, ' , , . 1 ,,,, C .i it S! 1� . i ��Q t, _'� ., ;� � , # lui r,coFasten Solar`; u d.4 1 41, 1.. QuikFoot- Product Guide Exploded Product View, Bill of Materials Materials Needed for Assembly O filItem No. Description of Material/Part Quantity 1 QuikFoot Base Plate 1 ,® CO —0 2 Fastener(Length to be determined) 2 ct © 3 QuikFoot Flashing 1 rill1.1 4 EPDM Washer 1 O5 L 102 3"Bracket*(other options available) 1 Ci) O i 6 5/16" EPDM Bonded 18.8 SS Washer 1 7 3/8"Stainless Steel Hex Nut 1 O CO3 4.4 Z Required Tools - r o 0 V $ li c-......) I ID 44. 1t a161611,----...Th.„ . ooa `OFT 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 1.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 QuikFoot— Product Guide Cut Sheets: QF-AL-Base 2X 0 .33in [8.38mm] g it. 0 1 tt ~ E E O Cip O O 00- CO N N Lci� CO00 i CD1 tilit 0 1 .50i n L..-- Coil) [38.l Omm_ rT1 3/8"-16 Stud � A„el •C� ,o E c E D E E BNirr oa __ QF-M : 1 .5" QF-L : 1 .75" t lir 877-859-3947 EcoFasten Solar"All content protected under copyright.All rights reserved.10/09/14 3.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181.398 B2 8.166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272.174 B2 8,225,557 B2 QuikFoot- Product Guide Cut Sheets: QFL-81 2 R.38in • [9.53mm_ IINNI [0..032in81mim] _ tA O Cf) - - a) 44 (n 12.00in ry [304.80mm] _ a_ O 0 44 3.00in DAQ [76.20mm] =J Sarno Location d D ` J 50in D Nor pd - T _ 8.00in [ 12.70mm - 203.20mm] 877-859-3947 EcoFasten Solar'All content protected under copyright.All rights reserved.10/09/14 3.2 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 • QuikFoot— Product Guide Cut Sheets: Bracket Options-SCL-101-3 Aft 3/8" —., il• 1911( lirO A CI 46 SERRATIONS • (:11) _ PI ciii i'D; _ _ co CA i ' 1 ' ,—- R 1/16," l 1/16" iI R.0 L. �,� 05 R.010 • 2X R.01 io Q Z ,r bo.00° Q D + 006 4 C-6 3/8„-.002 �/ 1 iiiLL18„ Q U C 7/8" X 82°i 01 CALIF A 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 3.7 EcoFasten Solar products are protected by the following U.S.Patents:8,151.522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272.174 B2 8,225,557 B2 QuikFoot- Product Guide Specifications PART 1 -GENERAL 1.1 SUMMARY 1.3 SUBMITTAL A. WORK INCLUDES A. Submit manufacturer's written specifications. B. Base plate is 6000 series aluminum with one 1. QuikFoot base plate attachment bracket that B. Submit standard product cut sheets. PEM Type Press-In Stud 18.8 SS. attaches directly to the roof deck. C. Submit installation instructions. C. Fasteners to be compatible with chosen roof (E-, 2. Provide appropriate bracket and fasteners D. Submit product specific load test data,showing application and meet specified pull out values 1114 for the roof system. as shown in load test data. ultimate and allowable load values specific to VI B. RELATED SECTIONS 1.Section 07600:Flashing and Sheet Metal the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum em- bossed to accept shape of stainless steel base ilIMMIll2.Section 07500:Roofing 1.4 QUALITY ASSURANCE plate O 3.Division 1:Administrative and Procedural Requirements Installer to be experienced in the installation of specified roofing material for no less than 5 years in 2.3 FINISH VD 4.Division7:Thermal and Moisture Protection the area of the project. 1.2 SYSTEM DESCRIPTION A. Bracket is mill finish aluminum A. COMPONENTS: 1.5 DELIVERY/STORAGE/HANDLING B. Base flashing-Black-kynar painted 1. QuikFoot system consists of aluminum Inspect material upon delivery.Notify manufacturer bracketand base plate with(1)stainless steel within 24 hours of any missing or defective items. PART 3 - EXECUTION a) stud,(1 stainless steel nut,(1)(1EPDM washer Keep material dry,covered,and off the ground until and(1)bonded stainless steel and EPDM installed. 3.1 EXAMINATION washer. A. Substrate:Inspect structure on which brackets 2. Fasteners PART 2-PRODUCTS are to be installed and verify that it will with- A.To be of metal compatible with QuikFoot stand bracket. 2.1 MANUFACTURER any additional loading that may be incurred. B.Fasteners should be selected for compat- ibilityEcoFasten Solar® 289 Harrel Street,Morrisville,VT 05661 B. NotifyGeneral Contractor of anydeficiencies O with the roof deck. C.Fastener strength should exceed or be 859-3947 before installing EcoFasten Solar brackets. equal to that of the allowable load of the (877)8 ofastensolar.com V system.See testdata at C. Verify that roofing material has been installed wstem. faste ar.com 2.2 MATERIALS correctly prior to installing solar attachment 4 I I3. Sealant(if required by roof manufacturer): A. Attachment Bracket brackets. to be roof manufacturer approved. 6000 Series Aluminum(choose one) 3.2 INSTALLATION PQa 4. Aluminum counter-flashing 1.CP-SQ-Slotted A. Comply with architectural drawings and project 5. Aluminum attachment bracket 2. F-111-A engineers recommendations for location of a D 3.P 3 CSK system.Comply with Manufacturer's written in- �Q B. DESIGN REQUIREMENTS: 4.SCL-101-3 stallation instructions for installation and layout. 1. Bracket spacing to be recommended by 5.L-102-3" project engineer. 6.L-102-6" 2. Install a minimum of two fasteners per 7.Z-101 base plate. 8.Comp Slide 3. It is important to design new structures or 8.Custom assess existing structures to make sure that they can withstand retained loads. 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 4.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8.245,454 B2 8,272,174 B2 8,225,557 B2 • t _ 46 SERRATIONS i L 7;:I2 _ 1 1 17/8' ---1 1/16 1/4' o R R.005 R.010 �rr e 1 2XR.01 60.00° w 3/8"-.002 ✓ 1 /+.006 \ lirilli8„ .X = +/- .1 \/ 0 7/8" X 82° DETAIL A SCALE 3:1 .XX = +/- .01 .XXX= +/- .005 289 Harrel Street SC L-101 -3 icIEcoF'asten &arMorrisville, VT 05661 Solar® Toll Free Phone 1.877.859.3947 Toll Free Fax 1.888.766.9994 MATERIAL: �v� web www.ecofastensolar.com 6000 SERIES ALUMINUM e-mail info@ecofastensolar.com SCALE: 1:1 1/6/2012 SHEET 1 OF 1 SQUA 4 PV Squared Solar I www.pvsquared.coop O Phone:413-772-8788 I Fax:413-772-8668 P 311 Wells St.,Ste. B I Greenfield,MA 01301 4'4q7 6 so'' MA Elec. Lic.A13764 I MA HIC 140077 Dear Town Inspections Officials, Please see our enclosed applications to permit a Solar Photovoltaic System in your jurisdiction. As you are likely aware, PV Squared is a worker-owned-cooperative B-Corp, employing 40+ people in Greenfield. We have installed thousands of PV Systems out of our Greenfield, MA Headquarters since 2002. PV Squared is committed to complying with all Commonwealth laws and regulations. Our worksite guidelines are created with the intention of exceeding all safety, electrical, and building requirements as defined by their respective jurisdictional entities. This includes the work of people from multiple disciplines, including electrical engineering, structural engineering, civil engineering, electricians, construction supervisors, roofers, and their associated helpers. We are a company that values training and education. We make certain that every individual is qualified for the roles and responsibilities that they assume. It is our policy to pay for the employees travel and training time and cost of the education, including CSL and Journeyman and Master Electrician classes. As an electrical contractor we are furthermore guided by the January 30, 2009 Massachusetts Board of State Examiners of Electricians (BSEE)judgements, and rulings that have followed. We pay strict adherence to these mandates and all electrical work is conducted by an electrician and an electrician's apprentice in a 1:1 ratio. We also understand that non-electrical tasks associated with a Solar installation can be completed by non-electrical workers, such as CSLs and others. I have attached our installation policy for your review, as well as a list of example non-electrical tasks. Should you have any questions or concerns regarding this policy or delineation of work, please let us know. We are a learning organization that is always trying to improve on what we do. Respectfully, Maya Fulford Installation Manager