Dik, that was the "solution" I thought about for my problem. However, it seems from previous responses that sticking with the pile cap scheme is a better solution for the GC. Apparently, grade beams are fairly rare in Florida. Any other thoughts?
Thanks for the help!
Thanks Ron! The building is a straightforward rectangle. There is an existing building right on the property line, so I can't ask for an easement. The architect needs the open floor layout, so I can't push the columns into the space.
I'm currently needing a cap with (4) 14" dia piles. I can...
Thanks for the quick replies! If I stick with the pile cap and grade beam scheme, how would you deal with the zero-lot pile cap? I'm a little concerned about the column base moment when is rotating away from the pile cap (towards the zero-lot line). To me, it is like a retaining wall without a...
I have a project that requires piles for the foundation system. Due to the soil present, a structural slab is also required. I originally thought of supporting the concrete columns with pile caps, and the structural slab with grade beams that spanned into the caps. This design scheme worked...
