24A-102 (3) 705.7 Means of Egress Lighting: No additional requirements beyond those identified above.
705.8 Exit Signs: No additional requirements beyond those identified above.
705.9.1 Handrails: Every required exit stairway that is part of the means of egress from the
third floor to the exit discharge shall be provided with handrails for the full length of the run of
steps on at least one side.
705.9.2 Design: No additional requirements beyond those identified above.
705.10 Guards: No additional requirements beyond those identified above.
706 ACCESSIBILITY
No additional requirements beyond those identified above.
707 STRUCTURAL
707.2 New structural elements: New structural elements in alterations,including connections
and anchorage, shall comply with the 2009 IBC with Massachusetts Amendments.
707.3 Minimum design loads: The minimum design loads on existing elements of a structure
that do not support additional loads as a result of the alterations shall be the loads applicable at
the time the building was constructed.
707.4 Existing structural elements carrying gravity loads:Alterations shall not reduce the
capacity of existing gravity load-carrying structural elements. Existing structural elements
supporting any additional gravity loads as a result of the alterations,including the effects of snow
drift, shall comply with the 2009 IBC with Massachusetts Amendments.
707.5 Existing structural elements resisting lateral loads: N/A, there are no lateral load
resisting structural elements being altered in the Work Area.
707.6 Voluntary improvement of the seismic force-resisting system. N/A
709 MECHANICAL No additional requirements beyond those identified above.
711 ENERGY CONSERVATION No additional requirements beyond those identified above.
LEVEL—I ALTERATIONS—REPAIRS
602 BUILDING ELEMENTS AND MATERIALS: No additional requirements.
603 FIRE PROTECTION: No additional requirements.
604 MEANS OF EGRESS: No additional requirements.
605 ACCESSIBILITY: No additional requirements.
606 STRUCTURAL: No additional requirements.
607 ENERGY CONSERVATION: No additional requirements.
8
SECTION V-LEVEL II ALTERATIONS
All new construction elements, components, systems, and spaces shall comply with the requirements
of the IBC with Massachusetts amendments.
703 BUILDING ELEMENTS AND MATERIALS
703.2 Vertical openings: N/A, (see section 912.7 above.)
703.3 Smoke barriers: N/A
703.4 Interior finish: No additional requirements beyond those identified above.
703.5 Guards: No additional requirements beyond those identified above
704 FIRE PROTECTION
704.1.1 Corridor ratings: 1 hour required
704.1.2 Major Alterations: Automatic Sprinkler Systems arel not be required by M.G.L. c. 148,
§ 26G . The reconfiguration of interior partitions planned in the work areas are not"major
alterations" as defined by The Commonwealth of Massachusetts, Fire Safety Commissioner's
Automatic Sprinkler Appeals Board.
704.2 Automatic sprinkler systems: N/A
704.3 Standpipes. N/A, the work areas not located more than 50 feet (15 240 mm) above or
below the lowest level of fire department access.
704.4 Fire alarm and detection: The building contains an approved file alarm control panel
and system
705 MEANS OF EGRESS
102.2.2.1 Existing Non- Conforming Means of Egress:
1. There are an insufficient number of exits serving the building Additional Exits shall be
constructed to meet the requirements of the 2009 IBC with Massachusetts Amendments.
2. The exit component widths are sufficient to provide adequate exit capacity
3. The new and existing exit stairways shall comply with 780 CMR 10.00 for door closing,
handrails, exit signage and emergency lighting.
705.3.2 Mezzanine N/A
705.3.3 Main Entrance-Group A. N/A
705.4 Egress doorways. The Work areas on each floor will be served by two egress doorways.
705.4.2 Door swing: The Work areas on each floor have an occupancy capacity of less than 50
therefore the door swing may swing in either direction.
705.4.3 Door closing: N/A
705.4.4 Panic hardware. N/A
705.5.1 Corridor doors: Corridor doors in the work area shall not be constructed of hollow
core wood and shall not contain louvers. All replacement doors shall be 13/4-inch (45 mm) solid
bonded wood core or approved equivalent,unless the existing frame will accommodate only a
13/8-inch (35 mm) door.
705.5.2 Transoms: N/A
705.5.3 Other corridor openings: Any other sash,grille, or opening in a corridor and any
window in a corridor not opening to the outside air shall be sealed with materials consistent with
the corridor construction.
705.6 Dead-end corridors: Dead-end corridors in any work area shall not exceed 50 feet
7
SECTION IV-LEVEL III ALTERATIONS
802 SPECIAL USE AND OCCUPANCY N/A
803 BUILDING ELEMENTS AND MATERIALS
803.1 Existing shafts and vertical openings: N/A.
803.3 Interior finish: No additional requirements beyond those identified above
804 FIRE PROTECTION:
804.1 Automatic sprinkler systems. (See section 704 below)
804.2 Fire alarm and detection systems. The building contains an approved fire alarm control
panel and system
805 MEANS OF EGRESS
The means of egress shall comply with the requirements of Section 705 (see below), except as
specifically required in Sections 805.2 and 805.3.
805.2 Means-of-egress lighting. Means of egress from the third floor to the floor of exit
discharge shall be provided with artificial lighting within the exit enclosures in accordance with
the requirements of the 2009 IBC with Mass. Amendments.
805.3 Exit signs. Means of egress from the third floor to the first floor exit discharge shall be
provided with exit signs in accordance with the requirements of the 2009 IBC with Mass.
Amendments.
806 ACCESSIBILITY: No additional requirements beyond those identified above.
807 STRUCTURAL
807.2 New structural elements: (see Section 707.2 below.)
807.3 Existing structural elements carrying gravity loads: Pursuant to section 707.4,
alterations shall not reduce the capacity of existing gravity load-carrying structural elements.
807.4 Structural alterations: N/A. No lateral load resisting structural element alterations are
being conducted in the Work Area.
808 ENERGY CONSERVATION
The alterations shall conform to the energy requirements of the International Energy Conservation
as they relate to new construction only. Level III alterations to existing buildings or structures are
permitted without requiring the entire building or structure to comply with the energy requirements
of the International Energy Conservation Code.
6
Exiting from multiple levels: There are an insufficient number of exits serving the building
Additional Exits shall be constructed to meet the requirements of the 2009 IBC with
Massachusetts Amendments.
Minimum required egress width: The exit component widths are sufficient.
912.4.4 Handrails:All stairways shall comply with the handrail requirements of Section 705.9,
(see below.)
912.4.5 Guards: Every open portion of a stairs leading from the third floor to the exit discharge
shall be provided with guards designed and installed in accordance with the 2009 IBC with
Massachusetts Amendments.
912.5 Heights and Areas:
TABLE 912.5 HEIGHTS AND AREAS HAZARD CATEGORIES
RELATIVE HAZARD OCCUPANCY CLASSIFICATIONS
2 R2
4(Lowest I Iazard) B
912.5.1 Height and area for change to an equal of lesser hazard category. The height and
area is deemed acceptable.
912.5.3 Fire barriers: N/A
912.6.2 Exterior wall rating for change of occupancy classification to an equal or lessor
hazard category: The existing exterior walls,including openings, shall be accepted.
TABLE 912.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
RELATIVE HAZARD OCCUPANCY CLASSIFICATION
3 B,R
912.7 Enclosure of vertical shafts.
912.7.2 Stairways: N/A the change of occupancy classification is to an equal relative hazard.
912.7.3 Other vertical shafts: N/A the change of occupancy classification is to an equal relative
hazard.
912.7.4 Openings.All openings into existing vertical shaft enclosures shall be protected by fire
assemblies having a fire-protection rating of not less than 1 hour and shall be maintained self-
closing or shall be automatic closing by actuation of a smoke detector.All other openings shall
be fire protected in an approved manner. Existing fusible link-type automatic door-closing
devices shall be permitted in all shafts except stairways if the fusible link rating does not exceed
135°F (57°C
912.8 Accessibility. If the work costs less than$100,000, then only the work being performed
is required to comply with 521 CMR. In addition,an accessible public entrance and an
accessible toilet room, drinking fountain (if toilets, and drinking fountains are provided) shall
also be provided in compliance with 521 CMR. If the work performed amounts to 30%or more
of the full and fair cash of the building the entire building is required to comply with 521 CMR.
The current assessed value is $570,980.00. 30% of the assessed value = $171,294.00.
5
912.3 Interior finish:The interior finish of walls and ceilings in the work area shall comply with
the requirements of the International Building Code for the new occupancy classification.
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
NON-SPRINKLERED
Exit enclosures and exit Corridors
GROUP passagewaysl" Rooms and enclosed spaces
B A B C
a.Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square
feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring
strips applied to a noncombustible base and fireblocked as required by Section 803.11.1.
b.In exit enclosures of buildings less than three stories above grade plane of other than Group 1-3,Class B
interior finish for nonsprinklered buildings and Class C ulterior finish for sprinklcred buildings shall be permitted.
c.Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions.Where a fire-
resistance rating is required for structural elements,the enclosing partitions shall extend from the floor to the
ceiling.Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on
both sides shall be considered one.In determining the applicable requirements for rooms and enclosed spaces,
the specific occupancy thereof shall be the governing factor regardless of the group classification of the building
or structure.
912.4.1 Means of egress for change to lower hazard category.
TABLE 912.4 MEANS OF EGRESS HAZARD CATEGORIES
RELATIVE HAZARD OCCUPANCY CLASSIFICATIONS
3 R-2
4(Lower hazard) B
The occupancy classification of the proposed B use is lower than the existing R-2 use. The
existing elements of the means of egress shall comply with the requirements of Section 805, (see
below), for the new occupancy classification. The newly constructed means of egress shall
comply with the requirements of Chapter 10 of the 2009 IBC with Massachusetts Amendments.
912.4.3 Egress capacity: Egress capacity shall meet or exceed the occupant load as specified in
the 2009 IBC with Massachusetts Amendments for the new occupancy.
TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
FLOOR AREA IN SQ.FT.
FUNCTION OF SPACE PER OCCUPANT
Accessory storage areas,mechanical equipment room 300 gross
Business areas 100 gross
Area per Use Area/Occupant Occupants
Floor Use Group Group per Table 1004.1 A llowed
Basement: 2,000 ft2 Acc. storage 300 7
1`t floor: 2,453 ft2 B 100 25
2nd floor: 2,246 ft2 B 100 23
3rd floor: 1,280 ft2 B 100 13
Total floor area: 7,979 ft- Total Occupants: 68
4
907 STRUCTURAL The change of occupancy use from R-2 to B,Business does increase the
uniform load requirements of the building. The building's structure shall comply with the
gravity load requirements of the 2009 IBC with Massachusetts Amendments.
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS,Lo,
AND MINIMUM CONCENTRATED LIVE LOADS
OCCUPANCY OR USE UNIFORM CONCENTRATED
----------------------------—--—---------------------------------------------------------—-------------------—---J(PD—----------------—- --------------7 Residential
One-and two-family dwellings
Uninhabitable attics without storage 10
Uninhabitable attics with limited storage 20
I labitable attics and sleeping areas 30
All other are-as
-------------------------—-—---------------------------------—--------------——----—--------------------------------------—------—------------
25. Office Corridors above first floor 80 2,000
File and computer rooms shall be designed for heavier loads based on -
anticipated occupancy
Lobbies and first-floor corridors 100 2,000
Offices 50 2,0(k)
1607.6 Truck and bus garages. N/A
907.2 Snow and wind loads: N/A
907.3.1 Compliance with the International Building Code level seismic forces. N/A, the
changes of occupancy do not result in a higher occupancy category pursuant to Table 1604.5 of
the 2009 IBC or Table 912.4 of the 2009 IEBC. Therefore, the building is not required to
comply with the requirements for 2009 IBC for seismic forces as specified in Section 101.5.4.1
for the new occupancy category.
TABLE 912.4 MEANS OF EGRESS HAZARD CATEGORIES
RELATIVE HAZARD OCCUPANCY CLASSIFICATIONS
3 R-2
4,(Lower Hazard) B
909 MECHANICAL: The remodeled bathroom areas in the building shall comply with the
provisions of the International Mechanical Code.
911 OTHER: Light and ventilation shall comply with the requirements of the 2009
International Building Code,with Massachusetts amendments.
912 CHANGE OF OCCUPANCY CLASSIFICATION
912.1.1.2 Change of occupancy classification without separation. The entire building is
being changed to a new occupancy classification, (B). The entire building shall comply with all
of the requirements of Chapter 8 for the new occupancy classification applied throughout the
building and with the requirements of this chapter.
912.2.1 Fire sprinkler system. N/A
912.2.2 Fire alarm and detection system. The building contains an approved fire alarm
control panel and system
3
SECTION 1—HISTORY / SCOPE OF WORK
The existing building was originally constructed circa 1900 as a single family residence. More
recently the building was used in an R-2 capacity with a dwelling on the second floor and family
owned funeral home business on the first floor, (with spaces for the business office and support
functions in first floor and basement areas.) The Classification of Work Activity in the Work Area is
a Change of Use with a Level II Reconfiguration of Space. The proposed use for the work area is
Business, (B). The building shall also be undergoing general cleaning and repair.
Work Area #1: 1sT Floor-Level II—Reconfiguration of space
The work areas total approximately 550 fe. This work includes the replacement of three
interior partitions, (which were previously removed);replacement of five exterior windows;
and the upgrade of the two restrooms to make accessible.
Work Area #2: 2' Floor- Level 1I—Reconfiguration of space
The work area is approximately 196 ft. This work includes the replacement of one interior
partition, (which was previously removed.)
Work Area #3: 3'd Floor-Level II—Reconfiguration of space
The work area is approximately 68 ft . This work includes the construction of two exterior
egress stairways and installation of two exterior doors.
SECTION II —BUILDING DESCRIPTION—EXISTING
Construction Type is VB—Unprotected.
Building height is less than 50 feet above grade.
Foundation: Stone,brick, slab on grade
Exterior Walls: Wood Framing, brick, stone with stucco exterior
Interior walls: Wood framing and partitions
Ceilings &Floors: Wood—subfloor with hardwood finish flooring.
Roof: Wood framing and decking with slate shingle.
Square footage per floor:
Basement 2,000 fe
1"floor: 2,453 fe
2°d floor: 2,246 fe
3'floor: 1,280 fe
Total aggregate floor area: 7,979 fe
SECTION III—CHANGE OF USE
901 GENERAL: A Certificate of occupancy is required.
902 SPECIAL USE AND OCCUPANCY: N/A.
903 BUILDING ELEMENTS AND MATERIALS: (see section 912)
904 FIRE PROTECTION: (see section 912)
905 MEANS OF EGRESS, (see section 912)
906 ACCESSIBILITY: All areas open to the general public shall comply with 521 CMR.
2
INVESTIGATION AND EVALUATION REPORT
Pursuant to
Massachusetts State Building Code (780 CMR),
Eighth Edition, Base Volume
Chapter 34 — The Existing Building Code of Massachusetts
JUNE 16, 2015
425 PROSPECT STREET
NORTHAMPTON, MA 01060
CHANGE OF USE
LEVEL II RECONFIGURATION
REPAIR
SIEGFRIED PORTH,A.I.A.
MICHAEL J. DUVAL
116 PLEASANT STREET
EASTHAMPTON,MA 01027
(413)-529-9434
ARC,,/'
th(t' rthirchitect.corn
y s-
�
\eD P F W w.portharchitect.com
� N 634
n -
/
4,
�i
0 �S
1
Initial Construction Control Document
To be submitted with the building permit application by a
Registered Design Professional
for work per the 8h edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: � �TC/C L�1 � �C Date: —
Property Address:
Project: Check one or both as applicable: ANew construction XExisting Construction
Project description: /t
z
I � MA Registration Number:��Expiration date: 3' ,am a
registered design professional, and I have prepared or directly supervised the preparation of all design pans,
computations and specifications concerning:
N rchitectural [ ] Structural [ ] Mechanical
ire Protection [ ] Electrical [ ] Other
for the above named project and that to the best of my knowledge,information,and belief 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.
Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107.
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 buil ' Construction Control Document'.
Enter in the space to the right a"wet"or e co
electronic signature and seal: o
0
�J
Phone number: Fq!TH 0 LPG
Building Official Use Only
Building Official Name: Permit No.: Date:
Version 06 11 2013
SECTION 9: PROPERTY OWNER AUTHORIZATION
Name and Address of Property Owner
��w7�ve�12rse✓tet ,r�tcec� 90�ti,n��, ��a/ ��d,�.cr.� (]/O�va�
Name(Print) No.and Street City/Town Zip
Property Owner Contact Information: .��C2-- "10/'o wv�
CQP�41 _ �l3_ Saw AdhJ 9 J04UVaA A4:rw7 e
Title Telephone No.(business) Telephone No. (cell) V e-mail address
If applicable,the property owner hereby authorizes
IJ Name Street Address City/Town State Zip
to 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 2)
building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here❑and sldp Section 10.1
10.1 Registered Professional Responsible for Construction Control
Namegistrant) Telephone No. e-mail address Registration Number
Street Address City/Town State Zip Discipline Expira on Date
10.2 General Contractor
OPn-ry du, jr"6 _T.v
Company Name
C-N Carr PSt� 00,70 G$ {{{
Name of Person Responsible for Construction License No. and Type if Applicable
,r «i o 3 r
Street Address City/Town State Zip
Telephone No, iness Telephone No. cell e-mail address
SECTION 11:WO CO ATION INSURANCE AFFIDAVIT 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�'Vuance of the building permit.
Is a signed Affidavit submitted with this application? Yes l- No 'O
SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE
Item Estimated Costs:(Labor
and Materials) Total Construction Cost(from Item 6)_$
1.Building S ,�,s 5 6�0. Building Permit Fee=Total Construction Cost x_(Insert here
2.Electrical $ -75-a& appropriate municipal factor)_$
3.Plumbing $ q0,V,
4.Mechanical (HVAC) $ Note:Minimum fee= (contact municipality)
5.Mechanical Other $ O
Enclose check payable to
6.Total Cost $ 0 (contact municipality)and write check number here
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 b3st of my knowledge and understanding.
Please print and ign name Title Telephone No. Date
Street Address City/Town State Zip
Municipal Inspector to fill out this section upon application approval:
Name Date
N 3p20
�,�a9 ins a Commonwealth of Massachusetts
tric,Piurr�bm on,MA 010 - Department of Public Safety
tyorthamp
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(Please indicate Block#and Lot#for locations for which a street address is not available)
No.and Street City/Town Zip Code Name of Building(if applicable)
SECTION 2:PROPOSED WORK
Edition of MA State Code used—ge) If New Construction check here❑or check all that apply in the two rows below
Existing Building FL Repairer Alteration 43. Addition I Demolition ❑ (Please fill out and submit Appendix 1}
Change of Use A&- Change of Occupancy- ❑ 1 Other ❑ Specify:
Are building plans and/or construction documents being supplied as part of this permit application? Yes IN No ❑
Is an Independent Structural Engineering Peer Review required? Yes ❑ No N
Brief Description of Proposed Work: A 012 !ttl tee
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 CNIR 3400
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 a licable)
A. Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4 O A-5❑ 1 B: Business 49 E: Educational ❑
F: Facto F-1❑ F2❑ i H: Hi 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-10 R-2❑ R-3❑ R-4❑
S: Storage S-1❑ S-2❑ U: Utility 13T Special Use❑and please describe below:
Special Use:
SECTION 6:CONSTRUCTION TYPE(Check as applicable)
IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ } TV ❑ VA ❑ VB
SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item)
Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal:
A trench will not be Licensed Disposal Site19
Public 11 Check if outside Flood Zone® Indicate municipal!e requireddtl or trench � or specify:
Private 13 or indentify Zone: or on site system❑
permit is enclosed❑
Railroad right-of-way Hazards to Air Navigation: NIA Historic Commission Review Process:
Not Applicable Is Structure within airport approach area? Is their review completed?
or Consent to Build enclosed❑ Yes❑ or NcA Yes❑ No dl
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY j
Edition of Code: Use Group(s): ' Type of Construction: Occupant Load per Floor:
Does the building contain an Sprinkler System?:_ _Special Stipulations:
File#BP-2015-1378
APPLICANT/CONTACT PERSON ROY OMASTA
ADDRESS/PHONE 21 North St HATFIELD01038(413)247-5666
PROPERTY LOCATION 425 PROSPECT ST
MAP 24A PARCEL 102 001 ZONE NB000)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out r
Fee Paid
T eof Construction: ADD NON-BEARING PARTITIONS 2 HANDICAP BATHROOMS&2 N
EXTERIOR EGRESS STAIR TOWERS v � a G
New Construction
Non Structural interior renovations 19 L
Addition to Existing
Accessory Structure
Building-Plans Included:
Owner/Statement or License 006763
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO 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
Sign a ui cling fficial 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.
425 PROSPECT ST BP-2015-1378
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:24A- 102 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-2015-1378
Project# JS-2015-002142
Est.Cost: $52000.00
Fee: $312.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: ROY OMASTA 006763
Lot Size(sq.ft.): 17511.12 Owner: NONOTUCK RESOURCE ASSOCIATES INC
Zoning:NB(100)/ Applicant: ROY OMASTA
AT. 425 PROSPECT ST
Applicant Address: Phone: Insurance:
21 North St (413) 247-5666 Workers Compensation
HATFIELDMA01038 ISSUED ON.711412015 0:00:00
TO PERFORM THE FOLLOWING WORK.-ADD NON-BEARING PARTITIONS, 2 HANDICAP
BATHROOMS & 2 NEW EXTERIOR EGRESS STAIR TOWERS - Fire pulls required at each new door
location
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 7/14/2015 0:00:00 $312.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner