32C-044 (4) 76 PLEASANT ST BP-2001-0084
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 32C-044 CITY OF NORTHAMPTON
Lot:-001
Permit: Building
Category:Non structural interior renovations BUILDING PERMIT
Permit# BP-2001-0084
Project# JS-2001-0132
Est,Cost: $2000.00
Fee:$50.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: RICHARD SHEA 013676
Lot Size(sg.ft.): 7492.32 Owner: SHEA JOAN L
Zoning CB Applicant: RICHARD SHEA
AT: 76 PLEASANT ST 'll
Applicant Address: Phone: Insurance:
137 ELM ST (413) 584-5008 Workers
Compensation
NORTHAMPTONMA01060 ISSUED ON:7/27/00 0:00:00
TO PERFORM THE FOLLOWING WORK:REMOVE EXISTING WALLS ON 1ST FLR LEFT
SIDE
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings
Underground: Service: Meter:
Footings:
Rough: Rough:
111/ 1
0 House# Foundation:
Final: Final'^-'
Rough Frame:
Gas Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:O &a7-Q ci
THIS PERMIT MAY BE REVOKED BY THE CIT OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occu•anc i Signature: -**--("P.1°-%W
Fee Type: Receipt No: Date Paid: Check No: Amount;
Building 7/27/00 0:00:00 17304 $50.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Building Commissioner-Anthony Patillo
•
STRAMESE CONSTRUCTION CORPORATION
188 North Elm Street Northampton, Ma. 01060
TEL: 413-586-9627 FAX: 413-596-2501
IFAV
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May 9, 2001 r .. i
i
pro.npvi�,Nf,morrr�,L YS
Mr. Anthony Patillo erca.�. j
Building Commissioner
Cary Hall Annex
212 Main St.
Northampton, Ma 01060
Re: Richard Shea Building
76 Pleasant St.
Northampton, Ma
Dear Mr- Patillo,
I have examined the structural condition at the above referenced building at the request of the
owner, Mr. Richard Shea. There is an interior wall that he wants to remove. He is concerned that It
is a load-bearing wall. I have calculated the existing loads on the second floor joists which are resting
on this wall and I have determined that the wall is not needed, based on the current second floor
use, which is residential. The live load for residential use based on the 6th Edition of the Mass.
Building Code is 40 lbs/sq.ft. Twenty years ago or so, this second floor space was a cocktail lounge
and restaurant. The loading at that time would have been 80-100 lbs/sq.ft. These same floor joists
would not have supported this clear span load, so this interior wall was built as a load-bearing wall.
Based on my calculations I am recommending that the wall be removed, and that no additional
supports are required.
After examining my calculations, if you have any questions please feel free to call me.
Sincerely,
Paul Stramese, President
Stramese Construction Corp.
cc. Richard Shea
GENERAL CONTRACTORS SINCE 1948
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