22B-043 (8) C5iI4 iaf N.urtilam tun
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I f Y Alas u usrtts
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building
Northampton, MA 01060
I \Sl'[,CTOR
Nonotuck Mills LLC
296 Nonotuck Street
Florence, MA 01062
_. __.a.. July 23, 2009
22B -043
Dear Property Owners,
The property at 296 Nonotuck Street includes existing buildings subject to construction control
pursuant to the Massachusetts State Building Code, 780 CMR 116.0. 780 CMR 110.9 requires that
building permit applications be accompanied by a building survey in accordance with 780 CMR 34.00.
The building survey submitted in October 2008 was limited to permits issued under the 6 edition
of the building code.
We will require that a new survey accompany any new building permit applications for renovations
and changes of use. We may issue permits without a building survey for siding, roofing or other work to
ensure that the buildings are weather tight.
Feel free to call if you have any questions. Our telephone number is 587 -1240 and our office hours
are Monday through Friday, 8:30 am to 4:30 pm, excepting that we close at 12:00 noon on
Wednesdays. My email address is: Ihasbrouck @city.northampton.ma.us.
Thank you for your cooperation in this matter.
Louis Hasbrouck
City of Northampton
Local Inspector and Zoning Enforcement
lhasbrouck@city.northampton.ma.us
cc:
Anthony Patillo
Bernard M. Schenkelberg
William D. Crocker
?ate
STEIGER ENGINEERING INC.
9 Moody Rd., Suite 15 • Enfield, CT 06082 • Tel. (860) 698 -9626 • Fax (860) 698 -9810
January 16, 2009
Mr. Louis Hasbrouck
Building Inspector
City of Northampton
212 Main Street
Northampton, MA 01060
RE: 296 Nonotuck Street, Florence, MA
Nonotuck Mill Building No. 1
INTERIOR COLUMN and ROOF BRACING at ELEVATOR LOCATION
Dear Mr. Hasbrouck:
As per the request of the owner, Steiger Engineering has reviewed the existing column knee bracing at the
elevator location (fourth floor). The structural review was conducted on December 12, 2008 and includes
additional reinforcing of the elevator shaft where separation between the building and elevator shaft has
occurred.
Steiger Engineering concludes that the column knee bracing at this location is structurally sound.
Structural details for strapping the elevator shaft to the building at the first, second, third and roof elevations have
been developed and are in the process of being installed.
Steiger Engineering shall review this work upon the completion of the work.
If you have further questions regarding these matters, please feel free to contact me directly.
Sincerely, CAF ,
P H I I '? C.
STS; ,ER, III
a STRUCTURAL
4 ,Mo.31411 N `
i'\
Philip Steiger, P.E. ,
Steiger Engineering Inc.'
cc. Pro Corporation