|
|
The movement one might expect here would be from frost heave, and if you had it, you'd know it. If the garage has perimeter foundation walls that extend to below frost depth, they probably protect the slab from ground water which could cause frost heave. I see no reason why minor non-load-bearing partitions should not be built on the garage slab.
Architect (NY) and Home Designer (PA)
|
| |
| Posts: 2552 | Location: Tobyhanna, PA | Registered: 24 October 2005 |    |
|