semiautomatix
Structural
- Jul 7, 2021
- 7
Recently, I came across a proposal by the GC to eliminate waterproofing layer and use Penetron in the mix design for a spread footing.
The project is in South Florida - water table is 2'-0" below the bottom of footing.
Is this a widely accepted practice?
The project is in South Florida - water table is 2'-0" below the bottom of footing.
Is this a widely accepted practice?