Rapidrl
Mechanical
- Sep 29, 2005
- 4
I had an architect pose a question for which I could not give an immediate answer. A 30,000 sf slab on grade building is being constructed. Aside from the structural concerns about disturbing the soil which may degrade the bearing capacity, could most or all of the gshp horizontal loops be buried under the building? The idea would be to trench down 6 to 8', etc. I've done vertical systems and horizontal systems outside of the building, but never under it. The floor of the building will be insulated with 6" eps insulation.