question about footings
question about footings
(OP)
The actual design footings for a three floor building calls for 2ft deep footing with reinforcement at 1 ft -10" from top.
The bearing rock is about 6ft from required elevation. the contractor wants to fill the footing pit with 6ft of concrete(4000psi) with the reinforcement provided at 1ft-10in from top. Is this an acceptable practice?
The bearing rock is about 6ft from required elevation. the contractor wants to fill the footing pit with 6ft of concrete(4000psi) with the reinforcement provided at 1ft-10in from top. Is this an acceptable practice?





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RE: question about footings
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