Evolution Posted November 5 Share Posted November 5 Working in CA X12 helping our church with a proposed expansion and need to submit as-built to AHJ for approval to proceed with the designed expansion and it appears there is an issue with the foundation that I so far have not been able to figure out. I thought I had set the foundation (slab on grade-elevated slab on fill combination) correctly however obviously something is off. Note: the slab on fill (32" stem wall) is everywhere, except the sanctuary portion starts at 32" at its entrance and slopes down to 16") that may be where I'm having the issue. I wasn't sure exactly how to model the change in floor elevation. Help appreciated. ADDITION TO PLC.plan CA FORUM FOUNDATION QUESTION.pdf Link to comment Share on other sites More sharing options...
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