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Poured in Place Slab vs. Raised Floor

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Group,

 

I have a LOT and the geologist gave us a soil bearing capacity of 5000 psi for the conventional footings, this is in southern California, Eagle Rock Area.

 

One of the structural engineers that I spoke with asked me if I wanted to use a poured slab on grade or a raised floor. I told him a poured slab on grade. I assume that in the case of a high seismic area or an earthquake, a reinforced poured slab would provide better protection than raised floor; this is because of the poured slabs monolithic nature.

 

The footing would be supporting a concrete ICF house.

 

Can someone give me their professional opinion on this?

 

Thanks

Kevin

 

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