BubbaJ
Structural
- Mar 18, 2005
- 163
Project is a wood framed structure in a cold climate. Due to subterrainian constraints and environmental considerations, we cannot excavate a continuous footing to 42" frost depth. Proposed detail is to provide a 12"hx22"w grade beam supported on micropiles (depth to be determined.)
The proposed grade beam would penetrate the existing grade by 1 to 2" inches. The building slab would dowel into the grade beam.
Question is, do we insulate under the slab or allow the heat from the building to prevent the soil below from freezing?
The proposed grade beam would penetrate the existing grade by 1 to 2" inches. The building slab would dowel into the grade beam.
Question is, do we insulate under the slab or allow the heat from the building to prevent the soil below from freezing?