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- From: "GEORGE SIMMON" <georgesimmon(--nospam--at)hotmail.com>
- Date: Sun, 25 Feb 2001 14:47:47 -0000
- Cc: georgesimmon(--nospam--at)hotmail.com
This is a pre-engineered metal building (typical 25 ft column spacing) with
2-1/2 ft thick mat foundation which will also serve as finish floor. Would
you provide control joints? Do not want to cut reinforcement which will make
mat less effective. Just cutting concrete will not necessarily provide
weakened planes at those locations. Any thoughts. Thanks.
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