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36 Hampden St- Northampton-BP MA Commercial App The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code (780 CMR) Building Permit Application for any Building other than a One- or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number: ____________ Date Applied: ______________ Building Official: _______________________ SECTION 1: LOCATION _________________________________________________________________ _________________________________________ No. and Street City /Town Zip Code Name of Building (if applicable) ________________ __________________ Assessors Map # Block # and/or Lot # SECTION 2: PROPOSED WORK Edition of MA State Code used _____ If New Construction check here  or check all that apply in the two rows below Existing Building  Repair  Alteration  Addition  Demolition  (Please fill out and submit Appendix 2) Change of Use  Change of Occupancy  Other  Specify:___________________________________________ Are building plans and/or construction documents being supplied as part of this permit application? Yes  No  Is an Independent Structural Engineering Peer Review required? Yes  No  Brief Description of Proposed Work:__________________________________________________________________________________ __________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________ SECTION 3: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION, ADDITION, OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed (See 780 CMR 34)  Existing Use Group(s): __________________________________________ Proposed Use Group(s):__________________________ SECTION 4: BUILDING HEIGHT AND AREA Existing Proposed No. of Floors/Stories (include basement levels) & Area Per Floor (sq. ft.) Total Area (sq. ft.) and Total Height (ft.) SECTION 5: USE GROUP (Check as applicable) A: Assembly A-1  A-2  Nightclub  A-3  A-4  A-5  B: Business  E: Educational  F: Factory F-1  F2  H: High Hazard H-1  H-2  H-3  H-4  H-5  I: Institutional I-1  I-2  I-3  I-4  M: Mercantile  R: Residential R-1 R-2  R-3  R-4  S: Storage S-1  S-2  U: Utility  Special Use  and please describe below: Special Use Description: SECTION 6: CONSTRUCTION TYPE (Check as applicable) IA  IB  IIA  IIB  IIIA  IIIB  IV  VA  VB  SECTION 7: SITE INFORMATION (refer to 780 CMR 105.3 for details on each item) Water Supply: Public  Private  Flood Zone Information: Check if outside Flood Zone  or indentify Zone:__________ Sewage Disposal: Indicate municipal  or on site system  Trench Permit: A trench will not be required  or trench permit is enclosed  Debris Removal: Licensed Disposal Site  or specify:_____________ ______________________ Railroad right-of-way: Not Applicable  or Consent to Build enclosed  Hazards to Air Navigation: Is Structure within airport approach area? Yes  or No  MA Historic Commission Review Process: Is their review completed? Yes  No  SECTION 8: CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: __________ Use Group(s): __________ Type of Construction: ________ Does the building contain an Sprinkler System?: _________ Special Stipulations: ___________________________________________ Design Occupant Load per Floor and Assembly space: _________________________________________________________________ SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner __________________________ ______________________________ ____________________________________________ ___________ Name (Print) No. and Street City/Town Zip Property Owner Contact Information: _______________________________ _____-_____-___________ ____-_____-___________ _______________________________ Title Telephone No. (business) Telephone No. (cell) e-mail address If applicable, the property owner hereby authorizes: _________________________________ ____________________________________ ___________________ ______ _____________ Name Street Address City/Town State Zip to apply for and act on the property owner’s behalf, in all matters relative to work authorized by this building permit application. SECTION 10: CONSTRUCTION CONTROL (Please fill out Appendix 1) If a building is less than 35,000 cu. ft. of enclosed space and/or not under Construction Control then check here  . Otherwise provide construction control forms (see section 107 in the code) as required. 10.1 Registered Professional Responsible for Construction Control (the professional coordinating document submittals) ______________________________ ____-_____-___________ _________________________ Name (Registrant) Telephone No. e-mail address ______________________________ ______________________________ ______ _________ Street Address City/Town State Zip _____________________ Registration Number _______________ _______________ Discipline Expiration Date 10.2 General Contractor __________________________________________________________________________________________________________________ Company Name _________________________________________ ____________________________________________________________ Name of Person Responsible for Construction License No. and Type if Applicable ______________________________________________ __________________________________ ______ _____________ Street Address City/Town State Zip ____-____-_______________ _____-_____-_____________ ____________________________________________________ Telephone No. (business) Telephone No. (cell) e-mail address SECTION 11: WORKERS’ COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152. § 25C(6)) A Workers’ Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes  No  SECTION 12: CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor and Materials) Total Construction Cost (from Item 6) = $_________________ Building Permit Fee = Total Construction Cost x ____ (Insert here appropriate municipal factor) = $________. Note: Minimum fee = $________ (contact municipality) Enclose check payable to __________________________________ (contact municipality) and write check number here ______________ 1. Building $ 2. Electrical $ 3. Plumbing $ 4. Mechanical (HVAC) $ 5. Mechanical (Other) $ 6. Total Cost $ SECTION 13: SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. ______________________________________________________ ____________________________ ____ -_____- ________ _________ Please print and sign name Title Telephone No. Date ____________________________________ _______________________ ______ _____________ ____________________________ Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: ____________________________________ _____________ Name Date Proposal and Agreement # 00017900 Page 7 of 12 Pioneer Development LLC - October 19, 2023 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 14 days of the Proposal date. ________________________________________ ______________________ Printed Name Date ________________________________________ ______________________ Signature Title DocuSign Envelope ID: 7DF3A2B8-0F4F-4509-B81B-3F8792CCE10C 10/19/2023 | 1:19 PM PDT Managing Partner Danielle McKahn ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSDWVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION$ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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. 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). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 1/17/2024 (413) 586-1000 104 (413) 585-0401 23329 Pioneer Valley Photovoltaics Cooperative Inc. 311 Wells Street, Suite B Greenfield, MA 01301 A 1,000,000 CTRI013322 1/1/2024 1/1/2025 500,000 15,000 1,000,000 2,000,000 2,000,000 1,000,000A MCAI003353 1/1/2024 1/1/2025 2,000,000A CUPI005461 1/1/2024 1/1/2025 2,000,000 10,000 Certificate issued as evidence of coverage. City of Northampton 212 Main Street Northampton, MA 01060 PVSQUAR-01 VCARRIER Whalen Insurance Agency 71 King Street Northampton, MA 01060 Valerie Carrier valerie@WhalenInsurance.com Merchants Mutual Insurance Company X X X X X X X X X SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES 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). 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. OTHER: (Per accident) (Ea accident) $ $ SUBR WVD ADDL INSD 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 THISCERTIFICATE 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED?(Mandatory in NH) DESCRIPTION OF OPERATIONS belowIf yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIREDAUTOS ONLY N/A N/A N/A 01/10/2024 WHALEN INSURANCE AGENCY 71 KING ST NORTHAMPTON MA 01060 Valerie Carrier (413) 586-1000 valerie@whaleninsurance.com ACE AMERICAN INSURANCE CO 22667 966968 N/A N/A N/A A 6S62UB0W82800424 01/01/2024 01/01/2025 1,000,000 1,000,000 1,000,000 N/A Workers’ Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B, no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires, or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued (unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage -Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. Daniel M. Crowley, CPCU, Vice President – Residual Market – WCRIBMA City of Northampton 212 Main Street Northampton 01060MA PIONEER VALLEY PHOTOVOLTAICS COOPERATIVE INC 311 WELLS ST STE B GREENFIELD 01301MA The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.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):______________________________________________________ Address:__________________________________________________________________________ City/State/Zip:_____________________________ Phone #:________________________________ *Any applicant that checks box #1 must also fill out the section below showing their workers’ compensation policy information.†Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.‡Contractors 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:____________________________________________________________________________ Policy # or Self-ins. Lic. #:__________________________________________ Expiration Date:____________________ Job Site Address: City/State/Zip:______________________ 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 certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone #: 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 #:_________________________________ Type of project (required): 7. New construction 8. Remodeling 9. Demolition 10 Building addition 11. Electrical repairs or additions 12. Plumbing repairs or additions 13. Roof repairs 14. Other____________________ 1. I am a employer with _________employees (full and/or part-time).* 2. I am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers’ comp. insurance required.] 3. I am a homeowner doing all work myself. [No workers’ comp. insurance required.] † 4. I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers’ compensation insurance or are sole proprietors with no employees. 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 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. 152, §1(4), and we have no employees. [No workers’ comp. insurance required.] Are you an employer? Check the appropriate box: AERIAL MAP NOT TO SCALEA SITE PLAN NOT TO SCALEB MAIN LOAD CENTER (INSIDE) PROJECT INFORMATION: Project:36 Hampden St Northampton Client:Pioneer Development LLC Danielle & Denise McKahn Address:36 Hampden St Northampton, MA 01060 SYSTEM DETAILS Total System Size:31.59 kW - DC SOLAR 22.8 kW - AC SOLAR Modules:(78) Hanwha Q Cell 405 BLK Q PEAK DUO G10+ Optimizers:(78) SolarEdge S500B Alt. Optimizers:[Alt.Opti, P505, S440, S500, S440, S500B] Inverters:(2) SolarEdge 11.4kW HD-Wave w/ RGM DESIGN CRITERIA Ground Snow Load:40 (psf) Design Wind Speed:117 (mph) Exposure Category B Risk Category:II AUTHORITY HAVING JURISDICTION Building:Kevin Ross (413) 587-1239 Fire:Natalie Stollmeyer (413) 587-1241 Electrical:Roger Malo (413) 587-1244 Electrical Utility:National Grid Code Ref:2023 NEC PROJECT NOTES 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: 36 HAMPDEN ST NORTHAMPTON PIONEER DEVELOPMENT LLC DANIELLE & DENISE MCKAHN 36 HAMPDEN ST NORTHAMPTON, MA 01060 0 12/7/2023 ROBIN CREAMER SITE PLAN & PROJECT INFO. NO SCALE 11x17 PV-M1 FIRE CODE COMPLIANCE - BUILDING 1 TOTAL ROOF AREA: 1294 SQ FT TOTAL SOLAR AREA: 803 SQ FT SOLAR COVERAGE: 62% ROOF PITCH: 27° NO ESS FIRE ACCESS PATHWAYS MIN. 36" WIDE GUTTER TO RIDGE MIN. 36" BOTH SIDES OF RIDGE SOLAR ARRAY (ROOF) UTILITY SERVICE METER MAIN SERVICE DISCONNECT UTILITY SOLAR DISCONNECT SOLAR PV EQUIPMENT (OUTSIDE) BUILDING 2 FIRE CODE COMPLIANCE - BUILDING 2 TOTAL ROOF AREA: 2445 SQ FT TOTAL SOLAR AREA: 846 SQ FT SOLAR COVERAGE: 35% ROOF PITCH: 30° NO ESS BUILDING 1 SOLAR ARRAY (ROOF) FIRE ACCESS PATHWAYS MIN. 36" WIDE GUTTER TO RIDGE MIN. 36" BOTH SIDES OF RIDGE MODULE MOUNTED SNOW GUARD RAIL ON BOTTOM ROW SNOW DOGS BETWEEN ROWS BOTH SIDES OF ROOF (17') 102"(14') 168"(14') 1463 4" (17') 16711 16"(14') 156"(14') 53 3 16" (17') 102"(14') 168"(14') 1463 4" (14') 156"(14') 53 3 16"(17') 16711 16"Array 148716"Array 16511 16" Roof 4861 8"Roof 18712"Array 4143 4" Array 207 3 16" 3 4" 113 4" 11 4" 195 8" 3 4" 411 8" 74" MODULE DETAIL SCALE: 1/4" = 1'-0"A ARRAY LAYOUT - BUILDING 1 SCALE: 3/16" = 1'-0"B 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: 36 HAMPDEN ST NORTHAMPTON PIONEER DEVELOPMENT LLC DANIELLE & DENISE MCKAHN 36 HAMPDEN ST NORTHAMPTON, MA 01060 0 12/7/2023 ROBIN CREAMER ARRAY LAYOUT & ROOF DATA AS SHOWN 11x17 PV-M2 ROOF SPECIFICATIONS Material:Composite Shingles Attachment Structure:Decking/Rafters/Trusses pitch:27° / 30° Azimuth:141° / 321° / 144° / 324° MODULE SPECIFICATIONS MODULE MODEL:Hanwha Q Cell 405 BLK Q PEAK DUO G10+ / Q.Peak DUO BLK ML-G10+ 405 Dimensions:73.98" x 41.14" x 32mm Clamp Long Side:3/4"-19 5/8" Clamp Short Side:3/4"-11 3/4" RAIL SPECIFICATIONS Make & Model:XR10 / XR100 Clamp Torque:80 in-lbs L-Foot Torque:250 in-lbs Max Cantilever:23" ATTACHMENT SPECIFICATIONS Bases/Flashing:IronRidge Halo Ultra Grip Alternate Bases/Flashing:Sunmodo Nanomount Fasteners:#14-10 x 2" Type A MP (Decking Screws) Alternate Fasteners:#14-10 x 3" Type A MP (Rafter Screws) Sealant:CHEMLINK M-1 Max. Spacing:54" USE 48" TYP. SNOW GUARD TORQUE Snow Dog:120 in-lbs Safeguard Bar System:80-100 in-lbs Safeguard Bar:110-120 in-lbs ARRAY NOTES Framing and attachment locations to be verified on site. Bases are staggered to distribute point loading except at edges of array. Additional or alternative bases may be used to meet actual roof conditions. Ironridge Rail Gap Spacing: (3/8" Horizontal Spacing, 1/2" Vertical Spacing) RAIL ROOF ATTACHMENTS INSTALL ON DECKING 48" OC TYP. NOTES: POSITION ARRAY TO ALLOW FOR FIRE SETBACKS AS SHOWN IN SITE PLAN MODULE MOUNTED SNOW GUARD RAIL ON BOTTOM ROW SNOW DOGS BETWEEN ROWS BOTH SIDES OF ROOF RAFTERS 16" OC PLYWOOD DECKING (14') 126 3 16" (17') 845 8" (14') 126 3 16"10"48"89"35"10"84"139"64"77"119"Array 148716"Array 124 3 16" Roof 1835 16"Roof 28414"Array 124 3 16" Roof 2045 8"Roof 2791116"Array 825 8" Roof 200"Roof 28338"Array 124716"Array 148 5 16" Roof 204 7 16"Roof 26818"Roof 189 3 16" Roof 1873 8" (14') 150 5 16" (14') 1505 16" (14') 150 5 16" 3 4" 113 4" 11 4" 195 8" 3 4" 411 8" 74" MODULE DETAIL SCALE: 1/4" = 1'-0"A ARRAY LAYOUT - BUILDING 2 SCALE: 1/8" = 1'-0"B 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: 36 HAMPDEN ST NORTHAMPTON PIONEER DEVELOPMENT LLC DANIELLE & DENISE MCKAHN 36 HAMPDEN ST NORTHAMPTON, MA 01060 0 12/7/2023 ROBIN CREAMER ARRAY LAYOUT & ROOF DATA AS SHOWN 11x17 PV-M2 ROOF SPECIFICATIONS Material:Composite Shingles Attachment Structure:Decking/Rafters/Trusses Pitch:27° / 30° Azimuth:141° / 321° / 144° / 324° MODULE SPECIFICATIONS MODULE MODEL:Hanwha Q Cell 405 BLK Q PEAK DUO G10+ / Q.Peak DUO BLK ML-G10+ 405 Dimensions:73.98" x 41.14" x 32mm Clamp Long Side:3/4"-19 5/8" Clamp Short Side:3/4"-11 3/4" RAIL SPECIFICATIONS Make & Model:XR10 / XR100 Clamp Torque:80 in-lbs L-Foot Torque:250 in-lbs Max Cantilever:23" ATTACHMENT SPECIFICATIONS Bases/Flashing:IronRidge Halo Ultra Grip Alternate Bases/Flashing:Sunmodo Nanomount Fasteners:#14-10 x 2" Type A MP (Decking Screws) Alternate Fasteners:#14-10 x 3" Type A MP (Rafter Screws) Sealant:CHEMLINK M-1 Max. Spacing:54" USE 48" TYP. SNOW GUARD TORQUE Snow Dog:120 in-lbs Safeguard Bar System:80-100 in-lbs Safeguard Bar:110-120 in-lbs ARRAY NOTES Framing and attachment locations to be verified on site. Bases are staggered to distribute point loading except at edges of array. Additional or alternative bases may be used to meet actual roof conditions. Ironridge Rail Gap Spacing: (3/8" Horizontal Spacing, 1/2" Vertical Spacing) RAIL ROOF ATTACHMENTS INSTALL ON DECKING 48" OC TYP. NOTES: POSITION ARRAY TO ALLOW FOR FIRE SETBACKS AS SHOWN IN SITE PLAN TRUSSES 24" OC PLYWOOD DECKING 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: 36 HAMPDEN ST NORTHAMPTON PIONEER DEVELOPMENT LLC DANIELLE & DENISE MCKAHN 36 HAMPDEN ST NORTHAMPTON, MA 01060 0 12/7/2023 ROBIN CREAMER MODULE MAP BUILDING 1 NO SCALE 11x17 PV-M4 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: 36 HAMPDEN ST NORTHAMPTON PIONEER DEVELOPMENT LLC DANIELLE & DENISE MCKAHN 36 HAMPDEN ST NORTHAMPTON, MA 01060 0 12/7/2023 ROBIN CREAMER MODULE MAP BUILDING 2 NO SCALE 11x17 PV-M4 PLAQUE NOTES: ·RED BACKGROUND WITH WHITE TEXT AND LINES ·ADHESIVE ON BACK OF PLAQUE ·NUMBER NEEDED: 3 WARNING MULTIPLE SOURCES OF POWER WITH DISCONNECTS LOCATED AS SHOWN: FOR SERVICE AND OPERATION OF SOLAR PV SYSTEM CONTACT PV SQUARED (413) 772-8788 5"6"DESIGN NOTES: (VERSION 2022-2-6) 1.SET PLAQUE TEXT TO. PV ONLY / PV & ESS / ESS ONLY 2.PLAQUE MUST BE SINGLE COLOR EXCEPT RED CUT LINE 3.SAVE AS SINGLE PAGE PDF (GENERAL SETTINGS) LAYERS ·PV_L-BLOCK (PLAQUE BLOCK) ·PV_L-CUT-LINE (RED LINE, EDGE OF PLAQUE) ·PV_L-PLAQUE-LINES (VISIBLE LINES AND ELEMENTS) ·PV_L-TEXT (ALL TEXT & LEADERS) ·PV_L-PLAQUE-LINES (VISIBLE ENGRAVED LINES) ·PV_G-LOGO (LOGO) TO WORK ON: ·RED CUT LINE SHOULD BE .003 PTS (CAN BE CHANGED BY ENGRAVER) ·SEE IF WE CAN MAKE THE TEXT VECTOR OBJECTS? ·LOGO - CURRENTLY IS A PICTURE- SEE IF WE CAN CHANGE SETTINGS TO MAKE THE VECTOR COPY WORK 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: 36 HAMPDEN ST NORTHAMPTON PIONEER DEVELOPMENT LLC DANIELLE & DENISE MCKAHN 36 HAMPDEN ST NORTHAMPTON, MA 01060 0 12/7/2023 ROBIN CREAMER SITE PLAQUE NO SCALE 11x17 PV-P1 SOLAR ARRAY (ROOF) MAIN LOAD CENTER (INSIDE) UTILITY SERVICE METER MAIN SERVICE DISCONNECT UTILITY SOLAR DISCONNECT SOLAR PV EQUIPMENT (OUTSIDE) Subject: Structural Certification Letter Job Number: Project Name: Client PO: Address: Attn.: To Whom It May Concern Re: Residential Flush-Mount Solar Photovoltaic Installation PZSE's scope of work is limited to performing a structural evaluation of loading at the address above. After review, PZSE certifies that the alteration to the existing structure by installation of the PV system meets the requirements of the applicable codes and criteria shows below: Design Criteria •Applicable Codes: •Ground Snow Load: •Basic Wind Speed: •Existing Roof Dead Load: •Existing Roof Live Load: The existing structure is adequate to support the PV alteration per Code Sections Residential PV Module AssemblyThe PV module assembly including structural supporting components shall be installed in accordance with the manufacturers specifications and meets or exceeds all requirements set forth by the referenced codes above. Residential Installation RequirementsThe PV system shall be mounted flush to the existing roof surface. The contractor shall notify PZSE of any signs of damage to the roof framing prior to commencing the installation. PZSE shall then determine if the existing roof is adequate to support the applied loads. The electrical engineering and waterproofing system shall be addressed by others. If you have any questions on the above, do not hesitate to call. Prepared By:PZSE, Inc. - Structural EngineersRoseville, CA November 10, 2023 PV Squared 311 Wells St Greenfield, MA 01301 PZSE Portal # P23-I101114P4F 36 Hampden St - Northampton PINO20102023C 36 Hampden St, Northampton, MA 01060 780 CMR, ASCE 7-10 and NDS-1535 lb/sqft 115 mph, Exposure Category B 7 lb/sqft 20.00 lb/sqft 402.3 and 402.4 Page 1 of 2 EXP. 06/30/2024 PAUL K. ZACHER STRUCTURAL No. 50100 36 Hampden St, Northampton, MA 01060 Page 2 of 2 EXP. 06/30/2024 PAUL K. ZACHER STRUCTURAL No. 50100 36 Hampden St, Northampton, MA 01060 PROPOSED PV SYSTEM LAYOUT AT 36 HAMPDEN ST, NORTHAMPTON, MA 01060 BREAKING THE 20 % EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9 %. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new “Quality Controlled PV” of the independent certification institute TÜV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology1, Hot-Spot Protect and Traceable Quality Tra.Q™. EXTREME WEATHER RATING High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. 1 APT test conditions according to IEC / TS 62804-1:2015, method A (−1500 V, 96 h) 2 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays on residential buildings Q.PEAK DUO BLK ML-G10+ 385-405 ENDURING HIGH PERFORMANCE 76.4 in 1940 mm 43.3 in 1100 mm 48.0 in 1220 mm 1656 lbs 751 kg 24 24 32 α [% / K]+0.04 β [% / K]−0.27 γ [% / K]−0.34 NMOT [°F]109 ± 5.4 (43 ± 3 °C) Hanwha Q CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA | TEL +1 949 748 59 96 | EMAIL inquiry@us.q-cells.com | WEB www.q-cells.us [V]1000 (IEC) / 1000 (UL)Class II [A DC]20 TYPE 2 [lbs/ft2]75 (3600 Pa) / 55 (2660 Pa) −40 °F up to +185 °F (−40 °C up to +85 °C)[lbs/ft2]113 (5400 Pa) / 84 (4000 Pa) 3 See Installation Manual 385 390 395 400 405 [W]385 390 395 400 405 [A]11.04 11.07 11.10 11.14 11.17 [V]45.19 45.23 45.27 45.30 45.34 [A]10.59 10.65 10.71 10.77 10.83 [V]36.36 36.62 36.88 37.13 37.39 [%]≥ 19.6 ≥ 19.9 ≥ 20.1 ≥ 20.4 ≥ 20.6 [W]288.8 292.6 296.3 300.1 303.8 [A]8.90 8.92 8.95 8.97 9.00 [V]42.62 42.65 42.69 42.72 42.76 [A]8.35 8.41 8.46 8.51 8.57 [V]34.59 34.81 35.03 35.25 35.46 53' 40' HC CertifiedUL 61730 MECHANICAL SPECIFICATION Format 74.0 in × 41.1 in × 1.26 in (including frame)(1879 mm × 1045 mm × 32 mm) Weight 48.5 lbs (22.0 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 × 22 monocrystalline Q.ANTUM solar half cells Junction Box 2.09-3.98 in × 1.26-2.36 in × 0.59-0.71 in (53-101 mm × 32-60 mm × 15-18 mm), IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 49.2 in (1250 mm), (−) ≥ 49.2 in (1250 mm) Connector Stäubli MC4; IP68 Note: 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. Specifications subject to technical changes © Q CELLS Q.PEAK DUO BLK ML-G10+_385-405_2021-05_Rev01_NAELECTRICAL CHARACTERISTICS POWER CLASS MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W)MinimumPower at MPP1 PMPP Short Circuit Current1 ISC Open Circuit Voltage1 VOC Current at MPP IMPP Voltage at MPP VMPP Efficiency1 η MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 MinimumPower at MPP PMPP Short Circuit Current ISC Open Circuit Voltage VOC Current at MPP IMPP Voltage at MPP VMPP 1Measurement tolerances PMPP ± 3 %; ISC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 • 2800 W/m², NMOT, spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.5 % degradation per year. At least 93.5 % of nominal power up to 10 years. At least 86 % of nominal power up to 25 years. All data within measurement toleranc- es. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country.Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m²) TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC Temperature Coefficient of VOC Temperature Coefficient of PMPP Nominal Module Operating Temperature PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage VSYS PV module classification Maximum Series Fuse Rating Fire Rating based on ANSI / UL 61730 Max. Design Load, Push / Pull3 Permitted Module Temperature on Continuous DutyMax. Test Load, Push / Pull3 NA DETAIL A 0.63" (16 mm) 0.33" (8.5 mm)0.96" (24.5 mm) 42.8" (1088 mm) 74.0" (1879 mm) 4 × Mounting slots (DETAIL A) Frame 41.1" (1045 mm) 39.2" (996 mm) 1.26" (32 mm) 8 × Drainage holes 15.6“ (395.5 mm) 4 × Grounding points ø 0.18" (4.5 mm) Label ≥49.2" (1250 mm) ≥49.2" (1250 mm) EN RELATIVE EFFICIENCYCOMPARED TO NOMINAL POWER [%]YEARS Q CELLSIndustry standard for linear warranties* *Standard terms of guarantee for the 10 PV companieswith the highest production capacity in 2014 (as at: September 2014) 100 95 90 85 80 155 2520010 98 86 200 400 600 800 1000 110 100 90 80RELATIVE EFFICIENCY [%]IRRADIANCE [W/m²] QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL 61730, CE-compliant, Quality Controlled PV - TÜV Rheinland, IEC 61215:2016, IEC 61730:2016, U.S. Patent No. 9,893,215 (solar cells), QCPV Certification ongoing. Horizontal packaging pallets pallets modules Cut Sheet v1.0 See Description / Length 1.75 .46 .58 1.00 .62 1.33 1.67 XR10 Rail Cut Sheet 1 11.00 ALIGNMENT CIRCLEBONDING SPRING STOP TAB 0.61 1.29 0.88 Rail shown for reference 1) Bonded Splice, XR10 ITEM NO DESCRIPTION QTY IN KIT 1 SPLICE, XR10, MILL 1 Part Number Description XR10-BOSS-01-M1 Bonded Splice, XR10 Propery Value Material 6000 Series Aluminum Finish Mill Bonded Splice, XR10 v1.0 Cut Sheet © 2022 IronRidge, Inc. All rights reserved. Visit www.ir-patents.com for patent information.QM-HUG-01-B1 or QM-HUG-01-M1 Cut Sheet Rev 1.0 1 RD STRUCTURAL SCREW PN RD-1430-01-M1 SOLD SEPARATELY SHOWN FOR REFERENCE Release Liner shown for reference ITEM NO DESCRIPTION QTY IN KIT 1 QM Halo UltraGrip(Mill or Black)1 PART NUMBER DESCRIPTION QM-HUG-01-M1 Halo UltraGrip - Mill QM-HUG-01-B1 Halo UltraGrip - Black QuickMount® Halo UltraGrip Cut Sheet © 2022 IronRidge, Inc. All rights reserved. Visit www.ir-patents.com for patent information.QM-HUG-01-B1 or QM-HUG-01-M1 Cut Sheet Rev 1.0 3.83 .38 3.35 1.63 2.99 .40 .34 .26 1.56 1. Halo UltraGrip Property Value Material 3000 Series Aluminium Finish Mill or Black Cut Sheet NanoMount NanoMount Material: Aluminum Finish: Black Powder Coating Material: USWR Gasket with Adhesive Details are subject to change without notice D10214-V003 Dimensions shown are inches (and millimeters) NanoMount NanoMount Gasket Description K50058-BK1 Part Number NanoMount USWR Gasket Cut Sheet NanoMount Lag Bolt Details are subject to change without notice Material: Stainless Steel Finish: Clear 2.Sealing Washer .26ID X .50X .125 Material: EPDM + Stainless Steel 1.Self-Tapping Screw, #6.3 X 76 Details are subject to change without notice D10214-V003 Dimensions shown are inches (and millimeters)Dimensions shown are inches (and millimeters) Material: Stainless Steel Finish: Clear 2. Sealing Washer .33ID X.75X.157 Material: EPDM + Stainless Steel 1.. Hex Lag Bolt M8X115, DIN 571, 304 Material: Stainless SteelMaterial: Stainless SteelMaterial: Stainless Steel Lag Bolt Assembly Decking Screw Assembly NanoMount Decking Screw Decking Screw Assembly Self-Tapping Screw, #6.3 X 76 Sealing Washer .26ID X .50X .125 Description K50049-BK1 Part Number K50055-BK1 Lag Bolt Assembly Hex Lag Bolt M8X115, DIN 571, 304S Sealing Washer .33 ID X .75 X .157