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23A-080 (3) City of Northampton *� Massachusetts � it DEPARTMENT OF BUILDING INSPECTIONS �^ 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Northeast Solar Design June 27,2014 136 Elm Street Hatfield, MA 01038 Subject Location: 31 Main Street Florence Map Block: 23A-080 Ms. Bronner, Your building permit application dated 6-25-14 and plans dated 5-29-14 have been approved as drawn, noted, and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. An electronic copy of the drawing is required. 2. Installation will conform to Dave Vreeland's letter dated 6-14-14, a rough inspection is required. 3. A copy of Dave Vreeland's follow up letter will be submitted before final inspection request. 4. All blocks will be adhered to the mount platform with a durable sealant to prevent dislodging. Note:July 1 begins enforcement of the 2012 IECC with MA amendments and fire protection for non- dimensional lumber floor system frames,the new Stretch Code is pending. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmillerCc northamptonma.gov Thank you for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement OP go Roundedl ivic Solar-(Coopers Corner 31 Main St, Florence, MA , . Zone Blocks North Edge 2 .q OM Interior 2 Column# array continues to the ric ht... µ 1 2 3 3 3 3 4 5 6 2 2 2 2 2 2 2 Row# 1 2 2 2 2 2 2 2 21 1 ... 2 2 2 2 2 2 3 ... 2 2 2 2 2 2 w 4 ... 2 2 2 2 2 2 5 2 2 2 2 2 2 6 ... 2 2 2 2 2 2 7 ... LL LL A 81 1 21 . One Row Zone Blocks array continues to the right... r.� w w Ecolibrium Solar, Inc. 4 May 30, 2014 CBC Report No. 16397D-1-0514-10 This critical review engineering report provides information regarding the Ecofoot2® solar panel support system by Ecolibrium Solar, Inc. The solar panels, supplied and designed by others, are attached to the Ecofoot20 supports, with provided Ecofoot2® hardware, according to the instructions and requirements of Ecolibrium Solar, Inc. The Ecofoot28 system must be installed according to the instructions and requirements of Ecolibrium Solar, Inc. It is assumed that the butyl adhesive used to adhere multiple ballast blocks will be installed according to the manufacturer's recommendations. The specific construction techniques and methods chosen to install the Ecofoot2® support system as per the requirements of Ecolibrium Solar, Inc. and as detailed in this report are the responsibility of the installation contractor. Independent conclusions, opinions or recommendations made by others than CBC based on the information provided herein are the responsibility of the independent party. Our professional services have been performed and our findings obtained in accordance with generally accepted engineering princi les and practices. No other warranty, ex p ressed or implied is made. This report is not a bidding document and shall not be used for that purpose. This report has low been prepared for the exclusive use of Ecolibrium Solar, Inc. for specific application to the project herein described. The report shall be used in its entirety. ow Thank you for the opportunity to provide this report. If you have any questions, or require any further assistance,please contact us. + " CBC Engineers&Associates, Ltd. Rick Teachey, Jr., E.I.T. Staff Engineer Of 0 M1TCkELt T. Mitchell T. Hard r�I'� Chief Engineer ftW RLT/MTH/lb Sb,�"��`'G ec: Client(bstuart a,ecolibri msolar.coml 1-File Dayton, OH Lexington, KY Hazard, KY Charleston, WV Harrisburg, IL 125 Westpark Road/ Centerville, Ohio 45459/ Phone: 937-428-6150/ Fax: 937-428-6154 Visit us at www.cbceng.com Ecolibrium Solar, Inc. 3 May 30, 2014 CBC Report No. 16397D-1-0514-10 the schematic attached in Appendix A. Table 2 contains a summary of the theoretical minimum and actual suggested quantities of required ballast at each respective location. , TABLE 2 SUMMARY OF REQUIRED BALLAST MINIMUM#OF TOTAL TOTAL BALLAST SUGGESTED#OF PLACEMENT ZONES REQUIRED MINIMUM REQUIRED SUGGESTED BALLAST BALLAST BALLAST WEIGHT —33 lb BLOCKS BALLAST BLOCKS BLOCKS WEIGHT lbs.) lbs. North Edge Row Zone 2 66 2 66 —Ecofoot2® South Edge Row Zone 2 66 2 66 —Ecofoot2® East/West Edge Column Zone— 2 66 2 66 Ecofoot2® Interior Zone— 2 66 2 66 Ecofoot2® Deep Interior Zone— 1 33 2 66 Ecofoot2® Single Row North Edge Zone- 3 99 3 99 Ecofoot2® Single Row South RM Edge Zone- 3 99 3 99 Ecofoot2® The placement shop drawing attached in Appendix B depicts the location of each Ecofoot2® support location and the actual suggested number of ballast blocks at each support as per the values shown in Table 2 above. Based on a critical review of the ballast design calculations and placement shop drawings, it is the opinion of CBC that said calculations and shop drawings have been performed and prepared in accordance with the applicable provisions of the referenced standards and accepted industry practices. CBC has accordingly signed and sealed this report and the placement shop drawings. As such, CBC is the Engineer of Record for the structural analysis of the Ecofoot2® system for the above referenced project. CBC has not evaluated the existing building structure for support of the proposed solar panel system, and this is the responsibility of others than CBC. It is assumed others than CBC have evaluated the building structure for support of the proposed solar panel system. It is assumed the roofing system is installed according to the manufacturer's recommendations. If conditions for this project differ from those expressed herein, Ecolibrium Solar, Inc. and CBC Engineers & Associates, Ltd. should be notified immediately. Dayton, OH Lexington, KY Hazard, KY Charleston, WV Harrisburg, IL 125 Westpark Road/ Centerville, Ohio 45459/ Phone: 937-428-6150/ Fax: 937-428-6154 Visit us at www.cbceng.com Ecolibrium Solar, Inc. 2 May 30, 2014 CBC Report No. 16397D-1-0514-10 The wind pressure and force coefficients used in the determination of the required ballast to resist wind-induced uplift and sliding are based on the results of the Ecofoot2® Racking System Wind Pressure Study performed for Ecolibrium Solar, Inc. by Rowan Williams Davies & Irwin, Inc. (RWDI) as presented in their report dated September 27, 2013. Based on this study, the following two equations were provided to facilitate determination of the theoretical minimum weight of ballast required to resist wind-induced uplift and sliding using the site criteria as shown in Table 1. Ballast(lb)to Resist Uplift: aD •Ballast„plift = aw •q�, • GCp upiift •Auplift - aD •M (lb) Ballast(lb)to Resist Sliding: aD •Ballastdrag =aw •qZ • ((GCp)*drag 'Adrag • (1/f n)+ I GCp I *uplift •A, ii - aD •M(lb) where: aw = factor on wind load from ASCE 7-05 aD = factor on dead load from ASCE 7-05 qZ = 3-second gust wind pressure (lb/ft2) for site location from ASCE 7-05, including exposure factor(KZ) and directionality factor(Kd=0.85) as per 6.5.10 of ASCE 7-05. M = self weight of assembled system (lb) for appropriate averaging area fn = frictional coefficient A,,pl ft = area(ft2) of panel(s)projected onto a horizontal plane Adrag = area(ft2)of panel(s)projected onto a vertical plane GCp I uplift = absolute value of uplift pressure coefficient for selected averaging area (GCp)*drag = highest drag pressure coefficient multiplied by the appropriate area reduction factor GCp I *uplift = absolute value of highest uplift pressure coefficient multiplied by the appropriate area reduction factor These equations were used to determine the theoretical minimum ballast required to resist wind-induced uplift and sliding, and determinations were also made for the theoretical minimum ballast required to resist seismic and snow loading conditions, with the critical loading scenario being used to determine the overall minimum ballast required. For this project, the ballast necessary to resist uplift is the worst case loading scenario. The theoretical results for the minimum required ballast at each Ecofoot2® location in their respective location in the solar panel array are shown in Dayton, OH Lexington, KY Hazard, KY Charleston, WV Harrisburg, IL 125 Westpark Road/ Centerville, Ohio 45459/ Phone: 937-428-6150/ Fax: 937-428-6154 Visit us at www.cbceng-corn # B Engineer s Dayton office ENGINEERING REPORT TO: Ecolibrium Solar, Inc. DATE: May 30, 2014 340 W. State Street Athens, Ohio 45701 NO: 1639713-1-0514-10 ATTN: Mr. Ben Stuart Applications Engineering Manager Re: Critical Review of Ballast Design Calculations and Roof Top Placement Drawings for the Ecofoot2® Solar Panel Support System, Civic Solar — Coopers Corner, 31 Main Street, Florence, Massachusetts; CBC Report No. 16397D-1-0514-10 CBC Engineers and Associates, Ltd. (CBC) is pleased to submit our critical review of the ballast design calculations and placement shop drawings for the above referenced project. Ecolibrium Solar's Ecofoot2® solar panel support system will be used to support new solar panels on a building rooftop at 31 Main Street, Florence, Massachusetts. The structural analysis of the Ecofoot2® system for this site has been performed in accordance with ASCE 7-05 using the site criteria shown in Table 1 below. TABLE 1 SITE CRITERIA SITE CRITERIA DESCRIPTION VALUE USED IN DESIGN Basic Wind Speed—3 Second Gust 92 mph Occupancy Category II Importance Factor 1.00 Exposure Category B Roof Height 25 ft. Least Building Dimension 80 ft. Solar Panel Module Weight 41.88 lbs(Canadian Solar CS6P-250P) L=Solar Panel Module Length 64.49 inches Canadian Solar CS6P-250P W=Solar Panel Module Width 38.66 inches Canadian Solar CS6P-250P) Solar Panel Orientation Portrait Friction Coefficient 0.7 Existing Roof Type EPDM P =Ground Snow Load 40 psf Seismic Design Category B S,=Mapped Maximum Considered Earthquake Spectral 0.2234 Response Acceleration Parameter at Short Response Ballast Block Size 4"x 8"x 16" Ballast Block Weight 33 lbs Dayton, OH Lexington, KY Hazard, KY Charleston, WV Harrisburg, IL 125 Westpark Road/ Centerville, Ohio 45459/ Phone: 937-428-6150/ Fax: 937-428-6154 Visit us at www.cbceng.com Vreeland Design Associates An integrative approach to design engineering and site planning Date: January 14, 2014 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Coopers Corner, 31 Main St, Florence, MA: Structural assessment of existing Addition roof to support proposed solar array. On January 13, 2014, 1 conducted a site visit and investigated the existing roof framing of the addition constructed in 1985 to the original store. I have reviewed the plans prepared by Gillen, Kuhn, Riddle & Gray, the architectural firm that prepared the plans to confirm the roof framing details. The existing rafters are 2x10 installed at 16"on-center, spanning 13'-4", supported on W l Ox 19 steel beams that span 14'. 1 have reviewed the details for the proposed ballasted array. The proposed PV array, including the ballast required to resist 100 mph wind speeds has an approximate weight of 6 psf. I have done the necessary engineering and have determined that the existing roof framing of the addition is adequate to support the proposed PV array. Please contact me if you have any questions or need additional information. Sincerely, 11A OF hqy. DAVID A. GN VREELAND a David Vreeland, PE 0, CIVIL. Vreeland Design Associates o .�No.46317 q hoc �GISTEe'� ASS/ONAL E�6\� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 Vreeland Design Associates An integrative approach to design engineering and site planning Date: June 24, 2014 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Coopers Corner, 31 Main St, Florence, MA: Structural assessment of existing roof framing over the older original building to support proposed solar array. On January 13, 2014, I conducted a site visit and investigated the existing roof framing of the original store. The existing rafters are 2x10 installed at 24" on-center, spanning 15'-4", supported on W 14x43 steel beams that span 27'. The proposed solar array will use the Ecof6ot2 ballasted modular rack system from Ecolibrium Solar with the panels oriented perpendicular to the direction of the existing rafters. The Ecofoot2 and the proposed ballast is rated for 100 mph basic wind speed. The ballast, 4"x 8"x 16" concrete blocks fit in trays that are attached to the racks. The ballast trays are located approximately 3'-4" on-center parallel to the rafters and 7'-0" on-center perpendicular to the rafters. The rafters that support the ballasted rack system will need to be reinforced with an additional 2-3 - 2x10s sistered to the two nearest rafters that are found to be located under the ballast trays. To allow for flexibility to install the ballasted rack system around the existing obstacles on the roof, I recommend that the rack system be installed in the desired configuration, contact me before the installation of the solar panels, and I will conduct a site visit to assess the actual installation to determine the reinforcing requirements for those rafters that are actually supporting the installed array. I will then provide you a stamped letter certifying that the installed reinforcing is adequate to support the installed array that you can forward to the Building Inspector. The existing W 14x43 steel roof beams are adequate to support the proposed solar array. Please contact me if you have any questions or need additional information. Sincerely, NJIA OF DAVID A. yG VREELAND m� David Vreeland, PE °v No..463 46317 Vreeland Design Associates spa 15TIE��wQ FSSlpNAt tiN�� 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 28, 2014 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Coopers Corner, 31 Main St, Florence, MA: Structural assessment of existing West Rear Truss Roof Addition to support proposed solar array. On May 15, 2014, 1 conducted a site visit and investigated the existing truss roof framing of the west rear addition constructed around 1985 to the original store. I have reviewed the plans prepared by Gillen, Kuhn, Riddle & Gray,the architectural firm that prepared the plans to confirm the roof framing details. The existing roof framing are 2x6 gable roof trusses installed at 24" on- center, spanning approximately 42', with an approximate 2/12 pitch. I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of approximately 40 lbs, with the attachment points of the array placed at a maximum of 4' on center and staggered to minimize the load to any one roof truss, the existing truss roof framing is adequate to support the proposed PV array. Please contact me if you have any questions or need additional information. Sincerely, I IN OF A(4 DAVID A. �G N VREEtr4ND m! David Vreeland, PE °v CIVIL. No.46317 Vreeland Design Associates o 9 p $� rsTE�'F ��wQ FSS�ONAL ��'\ 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland @verizon.net Fax: (413) 624-3282 Northeast March 20`h 2014 ATTN: Building inspector, I request that you grant a modification to waive the requirement for control construction for the project at 31 Main St. Florence in Northampton because the work is of a minor nature,will not affect health, accessibility, life and fire safety, or structural requirements and is impractical in that the cost of control construction is considerable when compared to the cost of the proposed work. ((I have provided a stamped letter from David Vreeland P.E. in support of this request.))Thank you for your consideration. Respectfully, Phillip M Baunsgard Jr. MA-CSL#CS-106113 Installation Supervisor Northeast Solar Design (413)247-6045 136 Elm St. Hatfield, Ma 01038 Northeast Solar Design • 136 Elm Street,Hatfield MA 01038 • 413-247-6045 f £� z. i3 �Y K" UTILITY ACCESSIBLE LOCKABLE SOLAR AC DISCONNECT ON t EXTERIOR WALL ... - m Cooper's Corner Richard Cooper 31 Main Street Florence, Ma 01060 onheas-m- The Commonwealth of Massachusetts Department of Industrial Accidents �k Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): NorthEast Solar Design Address: 136 Elm St . City/State/Zip: Hatfield, Ma . 01038 phone #: 413 -247-6045 Are you an employer? Check the appropriate box: Type of project(required): 1. X❑ I am a employer with 9 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' insurance. 9. ❑ Building addition [No workers comp.comp. insurance required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.E] Other Solar comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infonnation. t I lomeowners 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 ant an enzplover that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Hanover Insurance Policy # or Self-ins. Lic.#: WHN 5715134-02 Expiration Date: 4/8/15 Job Site Address: 31 State St . City/State/Zip: Florence, Ma 01062 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certif nr nd penalties of perjury that the information provided above is true and correct. Si nature: � ' e Date: 12-4-13 Phone#: 413 - 7-6045 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 th Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Northeast Solar Not Applicable ❑ Company Name: Phillip Baunsgard Responsible In Charge of Construction 136 Elm St. Hatfield,Ma 01038 Aaar 0. (413) 247-6045 i ure Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 Richard Cooper as Owner of the subject property hereby authorize Northeast Solar to act on hal inma s relative to work authorized by this building permit application. 1e( 1J_r__ 12/04/2013 Sign re of Owner Date Ann Bronner Northeast Solar as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed the pains and penalties of perjury. Prin - c �� 12/04/2013 Signature of O gent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phillip Baunsgard CS-106113 License Number 11 Edward Ave. Southampton, Ma 01073 06/07/2015 A ess Expiration Date (413) 247-6045 i e Telephone SECTION 13-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(§)) 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 Q Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING 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 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page`, and/or Document#' B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 Date Issued: C. Do any signs exist on the property? YES 0 NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES Q NO Q 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 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Si ns-❑ Roofing❑ Change of Use❑ Other ❑ Brief Description Enter a brief description he ��ar panels on the roof Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 113 ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 513 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): " SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 15 15i 2nd 2nd 3rd 3rd 4m 4�h Total Area (sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone[:] Municipal ❑ On site disposal system[] Versionl.7 Commercial Buildin Permit Ma 15,2000 \ Department use only 1 ity of Northampton Status of Permit: ilding Department Curb Cut/Driveway Permit - 12 Main Street Sewer/Septic Availability ,'`qeG o° Room 100 Water/Well Availabilit \F•\ .S s `� Y 010 rthampton, MA 01060 Two Sets of Structural Plans Qw� p e 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPL ATION TO CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 31 Main St. Map Lot Unit Zone Overlay District - Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ` Richard Cooper QAX RX' ,Ir--Q 31 Main St.Florence, Ma 01062 Name(Print Current Mailing Address: (413) 586-1748 Signature Telephone 2.2 Authorized Agent: Ann Bronner Northeas lar 136 Elm St. Hatfield, Ma 01038 Name(Print) Current Mailing Address: (413) 247-6045 Signature .' ,J 6k Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant, 1. Building $84 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total= (1 +2+3+4+5) Check Number i This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-1392 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 Q PROPERTY LOCATION 31 MAIN ST-COOPERS CORNER MAP 23A PARCEL 080 001 ZONE GB000V THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 1 Fee Paid Typeof Construction: INSTALL 96 SOLAR PANELS ON ROOF New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106113 3 sets of Plans/Plot Plan THE FOL G ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D 1' elay Signature of Building O ficial 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. 31 MAIN ST-COOPERS CORNER BP-2014-1392 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:23A-080 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 PANELS BUILDING PERMIT Permit# BP-2014-1392 Project# JS-2014-002355 Est. Cost: $84353.00 Fee: $506.11 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 21300.84 Owner: COOPER EDWARD R&RONALD E E R&R COOPER PARTNERSHIP Zoning: GB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 31 MAIN ST - COOPERS CORNER Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 O Workers Compensation HATFIELDMA01038 ISSUED ON.612712014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL 96 SOLAR PANELS ON ROOF 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: Final: 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: FeeType: Date Paid: Amount: Building 6/27/2014 0:00:00 $506.11 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner