October 15th, 2006, 12:42 AM
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#23 (permalink)
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| Ultimately BBA
Join Date: Oct 2001 Location: Jax, Fl
Posts: 5,048
| Quote:
Originally Posted by TOAD6147  I would not accept ANY cracks unless an inspector or building official says it's acceptable safety-wise. Even with that, I would not accept it. BTW, I can't think of any jurisdiction in Florida that would allow a slab to be poured without re-bar. It's in the Florida Building Code, for God's sake. |
You want to find the code...because my inspector said it they did a fine job...even with the cracks, which were explained away as normal.
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