I have a municipal inspector in North Texas contending that a single-family residential foundation edge (brick ledge) will not suffice for the stone intended. This is a structurally supported (piered) post-tensioned slab. The stone is medium-density limestone weighing 150 lbs. per cubic foot...
I am considering completing the construction of a residential building on a a new abandoned project foundation. This is a PT foundation atop drilled piers. The plans do not indicate either the presence of or requirement for void boxes (carton forms) and there is no mention in the engineer's...
