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37-064 (6) CODE REVIEW C9 Phillips Enterprises Building Envelope Repairs CT 24 February 2014 y ITHI N f 99A0UY The CNC Building has an accessible egress,but is a manufacturing space that has limited amenities.An accessible public entrance,toilet room,and drinking fountain in compliance with 521 CMR are provided elsewhere in the facility. MAAB Jurisdiction, 521 CMR Section 3: Referring to 521 CMR 3.3 EXISTING BUILDINGS"all additions to, reconstruction, remodeling,and alterations or repairs of existing public buildings or facilities,which require a building permit or which are so defined by a state or local inspector,shall be governed by all applicable subsections in 521 CMR 3.00:JURISDICTION." Per 521 CMR 3.3.1,"if the work being performed amounts to less than 30%of the full and fair cash value of the building and 521 CMR 3.3.1.b"if the work costs$100,000 or more,then the work being performed is required to comply with 521 CMR. In addition,an accessible public entrance and an accessible toilet room,telephone,drinking fountain(if toilets,telephones and drinking fountains are provided)shall also be provided in compliance with 521 CMR." Per 521 CMR 3.3.2,"if the work performed,including the exempted work,amounts to 30%or more of the full and fair cash value(see 521 CMR 5.00)of the building the entire building is required to comply with 521 CMR." Per 521 CMR 3.5 WORK PERFORMED OVER TIME,"when the work performed on a building is divided into separate phases or projects or is under separate building permits, the total cost of such work in any 36 month period shall be added together in applying 521 CMR 3.3,Existing Buildings." Conclusions: The value of the Scope of Work items summarized above does exceed the lower limit set forth per 521 CMR 3.3.1.b for cost of work,but does not cross the cost of work threshold set in 521 CMR 3.3.2. The work being performed within the Scope will comply with 521 CMR. An existing accessible public entrance is provided,as are 521 compliant toilet rooms and drinking fountains. The project will provide accessibility within the spaces being altered. Accessibility of existing egress paths will be maintained. In addition,the work performed over the last 36 months equals a value less than 30%of the full and fair cash value of the building and therefore the entire building does not need to comply with 521 CMR. • The estimated cost for the proposed work for the proposed interior renovations in the CNC Building is$200,000 • Permitted work to date over the last 36 months is$0. • The assessed value of the Phillips Enterprises facility is$1,340,930. • The value of proposed work being performed under this contract plus the value of work completed over the last 36 months is equal to 15%of the full and fair cash value of the building. Page 7 of 7 CODE REVIEW n Phillips Enterprises Building Envelope Repairs 24 February 2014 y SU01N I BflAflI1Y 304.5 Flood hazard areas: The project is not located in a flood hazard area or on coastal dunes therefore the provisions in 780 CMR Appendix G are not applicable. SECTION 305 FIRE ESCAPES 305.1 Where permitted: There are no existing fire escapes used as part of the Student Union egress. Sections 305.2,305.3,305.4 and 305.5 do not apply to this project. SECTION 306 GLASS REPLACEMENT 306.1 Conformance: The installation or replacement of glass shall be completed as if it were a new installation. SECTION 307 CHANGE OF OCCUPANCY 307.1 Conformance: The scope of repairs does not result in a change of occupancy. 307.2 Certificate of occupancy: To be determined by the code official. 307.3 Stairways: The existing space is single story and there are no stairs. 307.4 Seismic: The scope of repairs does not result in the overall building being reclassified to a higher occupancy category. 307.5 Energy: The change of occupancies included in the scope of repairs will not increase the overall demand for fossil fuel or electrical energy in the building. 307.8 Mechanical: The scope of work does not result in a change of occupancy. SECTION 308 HISTORIC BUILDINGS 308.1 Historic buildings: The CNC Building is not considered a historic building. 308.2 Flood hazard areas: The CNC Building is not located in a flood hazard area or on coastal dunes. SECTION 309 MOVED STRUCTURES 309.1 Conformance: The CNC Building has not been moved and does not need to comply with the provisions for new structures. SECTION 310 ACCESSIBILITY FOR EXISTING BUILDINGS 310.1 Scope: The scope of repairs shall be constructed to in accordance with 521 CMR. The value of the proposed work exceeds$100,000 but is less than 30%of the assessed value of the building,so according to Section 3.3.1(b)of 521 CMR(Architectural Access Board Rules and Regulations)the work being performed is required to comply with 521 CMR. Page 6 of 7 CODE REVIEW C-2 Phillips Enterprises Building Envelope Repairs n 24 February 2014 y IT AN f BRA 011Y 303.4 Existing structural elements carrying lateral load: The design gravity load for existing structural elements will not be increased due to the scope of repairs in the project therefore the structural elements will remain unaltered. 303.5 Voluntary seismic improvements: There are no voluntary seismic improvements to existing structural elements proposed in the scope of repairs. 303.6 Means of egress capacity factors: The exit capacity,number of means of egress,and arrangement of the existing means of egress from the buildings meets the new construction requirements of the Code.This renovation project does not include work to the existing exits.All renovated areas will be provided with compliant means of exit access to the building corridors. Referring to Section 102.2.2.1 Existing Non-Conforming Means of Egress,there are no non-conforming means of egress. None of the four conditions listed below exist and therefore do not need to be corrected. Based on the overall square footage of the CNC Building is 200. 1.Number of means of egress—Per Table 1021.1,if there is 1-500 occupants a minimum of 2 exits are to be provided. There are currently three exits—one directly to the exterior and then two separate exits into adjacent buildings. 2.Exit capacity—Per Table 1005.1,the egress width per occupant is.2 inches because the complex is sprinklered. With 200 occupants in the building,the required width is 40 inches. The existing three egress doors provide 108 inches of capacity. 3.Means of egress accessibility—The existing building has signage and emergency lighting in place to allow occupants safe passage to the egress locations. 4.Use Group A-2 Nightclub—There are no A-2 Use groups in the building. SECTION 304 REPAIRS 304.1 General: The roof trusses being replaced in the scope of work are considered structural repairs and all work be done in accordance with the requirements of the IBC and the Massachusetts State Building Code. 304.1.1 Dangerous Conditions: It was determined by the Building Official that the both the damaged roof trusses and the remaining trusses were both considered to pose a safety risk. 304.2 Substantial structural damage to vertical elements of the lateral-force-resisting system: There are no repairs to damaged vertical structural elements of the lateral force resisting system as part of the project's scope of work. 304.3 Substantial structural damage to gravity load-carrying components: There are no repairs to damaged gravity load carrying structural components as part of the project's scope of work. 304.4 Less than substantial structural damage: All new structural members and connections will comply in accordance with the requirements of the IBC and the Massachusetts State Building Code. Page 5 of 7 CODE REVIEW C2 Phillips Enterprises Building Envelope Repairs T 24 February 2014 y If[MAN I BBA011Y The existing building has automatic sprinklers currently installed. 102.2.1.3 Change in Commodity or Storage Arrangement: The existing occupancy classifications per NFPA 13 and NFPA 25 remain the same as there is no change in occupancy. CHAPTER 3 PRESCRIPTIVE COMPLIANCE METHOD SECTION 301 GENERAL 301.1 Scope: The scope of repairs and changes of occupancy designations previously described allow for the Prescriptive Compliance Method to be used and will comply with Chapter 3 of the IEBC as modified with Massachusetts Amendments. 301.2 Building materials: Building materials used in the scope of repairs shall comply with this section of the code. SECTION 302 ADDITIONS 302.1 General: There is no addition associated with this project. Repairs to the building will not cause the building to be in violation of the IBC.There is no change to the overall height and area of the existing building. 302.2 Flood hazard areas: The project is not located in a flood hazard area or on coastal dunes therefore the provisions in 780 CMR Appendix G are not applicable. 302.3 Existing structural elements carrying gravity load: There is no addition associated with this project therefore there is no change in the existing design gravity load of structural elements. 302.4 Existing structural elements carrying lateral load: There is no addition associated with this project therefore there is no change in the existing design lateral load of structural elements. SECTION 303 ALTERATIONS 303.1 General: The scope of repairs will not reduce the conformance of the existing building or any structural member to the IBC or Massachusetts State Building Code. The existing building will be no less conforming than prior to the scope of work. The new roof trusses and supporting structure,reinstallation of sprinklers,and replacement electrical systems will comply with the IBC and the Massachusetts State Building Code. 303.2 Flood hazard areas: The project is not located in a flood hazard area or on coastal dunes therefore the provisions in 780 CMR Appendix G are not applicable. 303.3 Existing structural elements carrying gravity load: The design gravity load for existing structural elements will not be increased due to the scope of repairs in the project therefore the structural elements will remain unaltered. Page 4 of 7 CODE REVIEW n C-3 Phillips Enterprises Building Envelope Repairs Q 24 February 2014 y IIMIAN I HAM CHAPTER 34 EXISTING STRUCTURES The alteration,repair,addition and change of occupancy of existing buildings shall be controlled by the provisions of the International Existing Building Code 2009(IEBC 2009)it's appendices,and as modified with Massachusetts State Building Code(MSBC),8th Edition Amendments. CHAPTER 1 SCOPE AND APPLICATION 101.5 Compliance methods: The scope of work previously described will comply with the Existing Building Code of Massachusetts and utilize the Prescriptive Method. 101.9 Cumulative Effects of Alterations,Additions,or Changes of Occupancy on Structural Elements: The scope of work includes new roof framing,but does not include structural work that will affect the foundation,floor,columns,or lateral braces. There is no change of use. 101.10 Masonry Walls: Existing masonry walls do not have to comply with the provisions of Appendix Al because the following conditions do not exist: 1.The work area exceeds 50%of the aggregate building-The scope of repairs only represents 5.5%of the aggregate building. 2.An occupancy increase of more than 25%and to a total of 100 or more—Estimated occupancy of the building is 18 occupants. The scope of repairs does not increase the occupancy. 3.A change of occupancy to a relative hazard category of 1 or 2 per Table 912.5-The scope of repairs does not result in a change of occupancy to the building. The Phillips Enterprises facility remains mixed occupancy-Business Group B,Factory Group F and Storage Group S. 4.A Level 2 Alteration,as defined by section 404,to an Occupancy Category IV per ASCE 7—The CNC Building is not being reclassified an Occupancy Category IV based on the scope of repairs. 102.2.1.1 Major Alterations: Due to the scope of alterations, M.G.L.c. 148,§26G,which requires an adequate system of automatic sprinklers to be installed in buildings or structures totaling more than 7,000 square feet(aggregate)may be enforced by the local fire official. The existing building has automatic sprinklers currently installed. 102.2.1.2 Other Cases Where Required: Fire protection systems are required for the following cases: 1.Carbon monoxide alarms are required by code 2.Existing buildings or portions thereof when changed in use to an A-2 Nightclub occupancy 3.Automatic fire suppression systems are required in municipalities which have adopted the provisions of M.G.L.c.148,§26H or I;also see M.G.L.c.143,§97A, and M.G.L.c.148,§26GY2 relative to statutory prospective and retroactive sprinkler requirements for A-2 nightclubs and similar uses Page 3 of 7 CODE REVIEW C7 Phillips Enterprises Building Envelope Repairs T 24 February 2014 y SIIBIIAN I BNABIBY and out of the space. In addition,there are two man doors and one overhead door that connect to other spaces in the facility.The building is currently equipped with an automatic fire suppression system. The scope of the repair is contained within the 3,600 square feet of the CNC Building. There is no change of use proposed in this scope of work. Roof Structure: Fire damage to the roof trusses and supporting wood frame consists of approximately 20 trusses and 40 linear feet of supporting 2x12 framing, respectively. This amounts to approximately 38%of the roof truss system. It was determined by the Building Official that the load capacity of the existing roof trusses did not meet the current building code. Therefore,both the damaged and undamaged trusses are to be replaced in their entirety. The roof will be reframed with pre-engineered wood trusses spaced 2'-0"on center with plywood roof sheathing. New framing will be provided to connect the trusses to the existing steel columns. A new wood stud knee wall be located on the existing masonry wall to support the trusses.An asphalt roof will be installed to match other buildings in the facility. Building Envelope: Interior finishes and building insulation were removed due to damage by smoke,fire and water. In order to meet the Stretch Energy Code adopted by the City of Northampton,new insulation will be provided within the existing wall cavities and the roof. New gypsum wall board will be installed to finish off the interior of the space. Electrical System: As part of the renovation,all existing electrical systems will be removed. New electrical panels and junction boxes and panels with weather tight enclosures to prevent dust accumulation will be installed. Where appropriate,existing conduit will be reused by blowing the conduits(and enclosed wiring)dry with compressed nitrogen. In addition,the existing light fixtures will be removed and replaced. Sprinkler System: The existing sprinkler system will be removed and reinstalled to coordinate with the new roof structure. Construction Type: Type VB. The building is constructed with a variety of materials:masonry bearing wall on the west and with a steel frame on the east side of the building. Wood framing supports metal panel exterior skin and wood trusses support an asphalt roof. Allowable Height: There is no change to the existing height of the building because an addition is not planned as part of the project scope. Actual Height: The existing building is a single story(20'-0"to the underside of the trusses and 27'-0"to the peak of the roof). Allowable Area: Analysis not performed because an addition is not planned as part of the project scope. Actual Area: Total Area of Building Complex: 65,000 SF Area in Work Area: Total Area in Work Area: 3,600 SF(5.5%of Phillips Enterprises facility) Page 2 of 7 Steffian Bradley Architects Uriited States United Kingdom Spain China a C-2 .T. 1'T7 y IT[MAN f BBABBBY BUILDING ENVELOPE REPAIRS PHILLIPS ENTERPRISES Architecture CODE REVIEW Urban Design Date: 24 February 2014 Project Name: Building Envelope Repairs Phillips Enterprises Planning Project Number: SBA#002617.000 Interiors Building Name: CNC Building Lighting Building Address: Phillips Enterprises 149 Easthampton Road Northampton,MA 01060 APPLICABLE CODES AND REQUIREMENTS The following codes are presently adopted in the State of Massachusetts: Building: Massachusetts State Building Code(MSBC),8th Edition,which is an amended version of the 2009 International Building Code and the 2009 International Existing Building Code. Accessibility: Massachusetts Architectural Access Board(MAAB),521-CMR. Electrical: Massachusetts Electrical Code,527-CMR, 12.00.The Massachusetts Electrical Code is an amended version of the 2011 National Electrical Code(NFPA 70). Elevators: Massachusetts Elevator Regulations,524-CMR. Fire Prevention: Massachusetts Fire Prevention Regulations(MFPR),527-CMR. Mechanical: International Mechanical Code,2009,as adopted and amended by the MSBC(Chapter 28). Plumbing: Massachusetts Fuel Gas and Plumbing Codes,248-CMR. Other: National Fire Protection Association(NFPA)Standards,as referenced by the MSBC and the MFPR. Project Description: The project is focused on the repair of the exterior envelope,including the roof,of the CNC Building of Phillips Enterprises. The entire roof structure will be replaced on the CNC Building due fire damage. The interior of the space will also be refinished due to smoke, fire,and water damage. Scope Summary: Phillips Enterprises,a wood product retail display manufacturer,suffered damages to part of their facility after a fire on December 5,2013. Affecting only a small section of the One Corporate Road 65,000 square foot complex,the fire began in the waste and dust collection system of site 102 CT one of the pieces of CNC manufacturing equipment. Enfield 03 P 9 o6o82.so3s T+1 860.627.1920 The CNC Building is a 3,600 space has an existing steel frame structure and metal panel F+1 860.627.1930 exterior skin. The west wall is of the building is the exterior masonry bearing wall of an adjacent building. The roof structure(damaged by fire and being replaced)consists of Corporate 100 Summeer r Street aters treet wood framed trusses.The structure is slab on grade. There are four existing overhead Boston,MA 02110.2006 doors and one man door that are used for moving raw materials and finished products in www.steffian.com Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Phillips Enterprises Repairs Date:27 February 2014 Property Address: 149 Easthampton Road,Northampton,MA 01060 Project: Check(x)one or both as applicable: x New construction x Existing Construction Project description:The project is focused on the repair of the exterior envelope of the CNC Building,including the roof and the interior finishes due to smoke,fire,and water damage. I Derek A. Noble MA Registration Number: 10699 Expiration date: 31 August 2014,am a registered design professional, and hereby certify,to the best of my knowledge, information and belief,that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. understand and agree that I (or my designee)shall perform the necessary professional services in accordance with the Professional Standard of Care,and be present on the construction site on a regular and periodic basis to: I. Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its submittal and other responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. The contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means, methods, sequences and procedures,and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction t of ocut nt'. Enter in the space to the right a"wet"or OL electronic signature and seal: Phone number: 860.627.1923 Email: derekn@steffian.com Building Official Use Only r�� Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen, provide a description. Version 10 09 2012—Draft modified by AIA MA Initial Construction Control Document _) To be submitted with the building permit application by a dRegistered Design Professional for work per the 8th edition of the .�` Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Building Renovations at Phillips Enterprises Date: February 28, 2014 Property Address: 149 Easthampton Road Northampton, Massachusetts Project: Check (x) one or both as applicable: X New construction X Existing Construction Project description: Post-fire reconstruction of approximately 3,530 square feet of the existing single story wood framed structure. I, Andrew J. Pavlica, Jr. MA Registration Number: 32486 Expiration date: 6/30/2014, am a registered design professional, and hereby certify' that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a 'Final Construction Con ent'. tN OF Mqs ANDREW Enter in the space to the right a "wet" or PAVLIGA,JR. electronic signature and seal: o STRUCTURAL 0 Phone number: 413.788.0182 Email: apavlica @edastructural.co tm Engineering Design Associates, Inc. 11 Central Street West Springfield, MAO 1089 Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an 'x' project design plans, computations and specifications that you prepared or directly supervised. If 'other' is chosen, provide a description. 'certify:a statement of the Structural Engineer of Record's(SER's)opinion,based on his observation of conditions,to the best of the SER's professional knowledge,information and belief.Such a statement of opinion does not constitute a warranty,either expressed or implied.It is understood that the SER's certification shall not relieve the Client or the Client's contractors of any responsibility or obligation they may have by industry custom or under any contract. Trial Version 10 09 2012 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass. ov/dia g Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):Five Star Building Corp. Address: 123 Union Street, Ste 200 City/State/Zip:Easthampton, MA 01027 Phone#: 413-527-4060 Are you an employer? Check the appropriate box: Type of project(required): 1.® I am a employer with 15 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 or me in an capacity. employees and have workers' g Y p tY• + 9. ❑ Building addition [No workers' comp. insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.Z] Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] Any applicant that checks box#I 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: General Casualty CO Of WI Policy#or Self-ins. Lic.#:CWC 0820373 Expiration Date:05/09/2014 Job Site Address: Phillips Enterprises 149 Easthampton Rd; City/State/Zip:Northampton, MA 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 InvestigatiM of tIADIA for insurance coverage verification. I do here y the pains and penalties ofperjury that the information provided abovt�isQQ a and correct. Si er ature Kevin Perrier Date: Z / Phone#: 41 .52 .4060 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#: 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 Q No M: SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Phillips Enterprises/James Dean 1, ', as Owner of the subject property hereb orize to star Building Corp/Kevin Perrier to a on my beh If in all m ers relat' a to work authorized by this building permit application. Si nat a of O er Da e Star Building Corp/Kevin Perrier 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 Rder the pains and penalties of perjury.___ K i Perri r Print am Sign ture Mne*Kentt Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Kevin Perrier, Five Star Building Corp 085319 License Number 123 ion St, A to 200; Easthampton,MA 01/13/2015 Addr s Expiration Date (413) 527-4060 Sign tur V V I Telephone SECTION 13-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 0 No 0 Version 1.7 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: Derek Noble 1 Steffian Bradley Architects Not Applicable ❑ . .. Name(Registrant): MA Reg No. 10699 One Corporate Dr;Enfield CT Registration Number Address '�f '08/31/2014 ' � ✓ t ($60) 627-1920 Expiration Date Signature AIV Telephone 9.2 Registered Professional Engineer(s): Andrew J. Pavlica, Jr/Engineering Design Associates,Inc ;Structural Name Area of Responsibility I 1 Cen ral Street; ld, MA 01089 MA Reg No. 32486 Address Registration Number t (413) 788-0182 `06130/2014 Signs 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 Five Star Building Corp Not Applicable ❑ Company Name: Kevin Perrier Responsible In Charge of Construction 123 Union t Sui 00; Easthampton, MA 01027 Address '(413) 527-4060 Signature Telephone 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 NO CHANGE 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 Q DON'T KNOW Q YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q 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 DON'T KNOW Q YES o IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained © , Date Issued: C. Do any signs exist on the property? YES Q 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 Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.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 El Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing El Change of Use❑ Other ❑ Brief Description Structural roof repair from fire damage i Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 El A-2 El A-3 El 1A El El A-4 ❑ A-5 ❑ 1B ❑ -B-Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory F-1 Q 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 ❑ 5B El 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: F 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) 1st 1 st 2nd 2nd __... _. .. . 3rd . 3rd 4a, 4m v Total Area (sf) Total Proposed New Construction (sf) e NO CHANGE 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 E] Private ❑ Zone I Outside Flood Zoned Municipal 0 On site disposal system[] n Versionl.7 Commercial Building Permit May 15,2000 Department use only City of Northampton Status of Permit: Q' Building Department Curb Cut/Driveway Permit - ii 212 Main Street Sewer/Septic Availability 1 Room 100 Water/Well Availability _ Northampton, MA 01060 Two Sets of Structural Plans L_ J phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans N Other Specify APPLICATION 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 149 Easthampton Rd Map Lot Unit Northampton, MA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Phillips Enterprises 7c. es Dean 149 Easthampton Rd;Northampton, MA Name(Pri Current Mailing Address: (413) 586-5860 Signature - Telephone 2.2 Akhc ized ent: ive S r Buildi rp/Kevin Perrier 123 Union St; Easthampton,MA Nam (Print Current Mailing Address: (413) 527-4060 Signature " Telephone SECTION -E TIMA D CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building $170,000.00 (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of $200,000.00 Construction from 6 3. Plumbing $10,000.00 Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) $200,000.0 Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0919 APPLICANT/CONTACT PERSON FIVE STAR BUILDING CORP ADDRESS/PHONE 17 EAST ST EASTHAMPTON (413) 587-4060() PROPERTY LOCATION 149 EASTHAMPTON RD MAP 37 PARCEL 064 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Fee Paid T_ypeof Construction:_STRUCTURAL ROOF REPAIR FROM FIRE DAMAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 085319 3 sets of Plans/ an THE F OWING 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 tion Delay 4ature fficial D ate 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. 149 EASTHAMPTON RD BP-2014-0919 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37-064 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit# BP-2014-0919 Project# JS-2014-001357 Est. Cost: $200000.00 Fee: $1200.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: FIVE STAR BUILDING CORP 085319 Lot Size(sq. ft.): 451717.20 Owner: PHILLIPS WILLIAM L TRUSTEE Zoning: Applicant: FIVE STAR BUILDING CORP AT. 149 EASTHAMPTON RD Applicant Address: Phone: Insurance: 17 EAST ST (413) 587-4060 () WC EASTHAMPTONMA01027 ISSUED ON:31412014 0:00:00 TO PERFORM THE FOLLOWING WORK.-STRUCTURAL ROOF REPAIR FROM FIRE DAMAGE 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 3/4/2014 0:00:00 $1200.00 212 Main Street,Phone(413) 587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner