Seismic forces on equipment pads
Seismic forces on equipment pads
(OP)
Is there anything in IBC or ASCE that requires an equipment pad to be tied back to the structural slab for seismic resistance? e.g. a generator pad or dumpster pad that is 20 feet away from the building.






RE: Seismic forces on equipment pads
RE: Seismic forces on equipment pads
RE: Seismic forces on equipment pads