HomeMy WebLinkAboutCorrespondence re: Foundation for Plant 1983 Jn. 3, 1983
Building Inspector
Town of Montville, Conn.
Re: foundation for steel
elevator; Thames Permacrete
Corp. ; Montville, Jonn.
Sir:
This is to note that I have reviewed the plans prepared by Larry
Kirsh regarding the installation of the foundation for the subject
elevator, and have also visited the site of same.
Since the foundation has already been poured, I cannot verify
that the prints were followed exactly. However, from the results of
visual observation of the completed foundation, and from conversations
with Mr. Kirsh regarding his installation procedure, it appears that
the foundation is adequate to support said elevator and loads, and was
constructed substantially in the manner indicated on the drawings ; with
deviations being to the conservative side strength-wise.
I do reserve the right to inspect the final product as assembled,
to insure that the anchorage 'devicese used (cables, etc. ) are such
that overturning moments other than what I considered in my calculations
are not being introduced. My review is limited to the foundation only,
and does not concern itself with the elevator or elevator structure,
that being a manufactured item.
If there are any questions, please do not hesitate to contact
me.
Sincerely,
Wayne M. 'L'haapp$rini
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SWICTEyiJ29
17 Barton Lane (203)464-8100
Ledyard, Conn. 06339
Jan. 3, 1983
Building Inspector
Town of Montville, Conn.
Re : foundation for steel
elevator; Thames Permacrete
Corp. ; Montville, Conn.
Sir:
This is to note that I have reviewed the plans prepared by Larry
Kirsh regarding the installation of the foundation for the subject
elevator, and have also visited the site of same.
Since the foundation has already been poured, I cannot verify
that the prints were followed exactly. However, from the results of
visual observation of the completed foundation, and from conversations
with Mr. Kirsh regarding his installation procedure, it appears that
the foundation is adequate to support said elevator and loads, and was
constructed substantially in the manner indicated on the drawings ; with
deviations being to the conservative side strength-wise.
I do reserve the right to inspect the final product as assembled,
to insure that the anchorage devicese used (cables , etc. ) are such
that overturning moments other than what I considered in my calculations
are not being introduced. My review is limited to the foundation only,
and does not concern itself with the elevator or elevator structure,
that being a manufactured item.
If there are any questions , please do not hesitate to contact
me.
S. ce‘ 1 ,re / / i
Wayne M. Ch pperi
I
, •11100,
.. ,.r.-7—....-4-'7-. .-•I r. 7114r4
' --""1777.77;;;)", . :7.1"Ailg#44,7•AI M.7.L;.*../';';''7.7''''!I T'''.-.Yi'i.,*:-T'Fcc,-,7ri...-- ii'i i'..;L e 2 4"'c‘ " ;,. ,,
r.;272-;:-.. -."1 ' • !;:ift.,,-"‘iN.,;-•
1''x,,--4:41-A,
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- , • , . i,
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, , /, , i : • ,
ii , i
1 ! - 1 • - : • '
. '
, .•
. t •
_
I , , . , . . • . z"...-
- ---.ig------- - \ ;
11's 1 , i ' • 1 , • • 1
, ...,‘ — ----6^ , i • • , - ; 1
)
, 1 .,—.1-4--:.
. .
' , 1) . ,, , • ----4 ,
1
-‘...,
, •
,
I'vl^.1:.; ..
;
. • -. i
1
..1..
' • '
1 '
V. . i•
. ,
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. .
.t.. ; , 1. •41; 1 I ?
\ , .
.•
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. :
. .
/-'
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.,-
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i --.37 ,
.
• i .
1 ,
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I . .
I
- • r 1 1 1 I 6 ril
. '.
, •
4•p ....',. •—•:.Arii!
1 - I •
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• • I r 2.k .... : -----
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.,
all -------`,
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---
.,....._