HomeMy WebLinkAboutLetter to Electrical contractor - final inspection needed
Town of 9Kontviffe
Building (Department
310 Norwich-New London Tpke.
vncasville, Ct. 06382
9/21/99
John Swanson
9Kr. Electric
TO Box 687
Colchester, Ct. 06415
Re: 550 Laure(Toint Rd, 9Kontville Ct.
Dear john,
I am writing concerning the changes in electricalyou were required to make at the above referenced
address in order to conform to the Connecticut State Building Code. Although a rough electrical
inspection was performed and the result of the inspection was that approval was given, I think that
you will agree that most, if not all of the violations that you corrected would not have been apparent
at the time of that inspection, but would have been noted at the time of final inspection. As of the
writing of this letter the final inspection has not been performed and no Certificate of occupancy
issuedfor the structure. If you have any further questions please contact me at the Building
Department.
Sincerely, /
Vernon D. vesey II
Building Official
Cc: Dennis Kass
Eile
Sep 20 99 12:33p John Swanson 860-537-0076 p.1
INVOICE N? 2262
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MR. ELECTRIC DATE
MRR OF CENTRAL CONNECTICUT
P O SOX 687
ELECTR'Ca COLCHESTER, CT 06415-0687
8bQ-537-9b35
EXPERT ELECTRICAL SERVICE 860-343-1811
860-887-9240
CT LIC. # 00122003
THANK YOU for your valued patronage
EXCELLENCE Quality is never an accident. ft,is always the result of high intention, sincere effort, intelligent
direction and sklilful execution. Service EXCELLENCE is our commitment to you.
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Town of 9Kontviffe
Building Department
310 Norwich-New London Tpke.
Vncasville, Ct. 06382
9/21/99
Dennis pass
SSD laurel(Yoint Wd
9Vontviffe Ct. 06353
Ike: SSD Laurel (Point W - New SrF12
Dear 9V r. Kass,
On December 10, 1998 I performed an inspection of the above referenced property. At that time I
noted that the main beam had a joint that did not fall over a support column, as it should. I also
noted that there were no columns under the main beam at two locations where a point load was
imposedfrom columns locatedon the secondfloor. At that time I requestedengineering data from you
to determine whether or not the main beam was of proper size and was properly supported. As you are
aware, it turned out that the beam required additional columns in order for it to be properly supported.
Sincerely,
~iu~u T_
`~ernon D. `vesey II
Building Official
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