StructMH
Structural
- Jun 14, 2016
- 1
I'm looking at a multi-story building that was originally designed with a B-occupancy (Category II). A study is currently being done to assess the impact of upgrading the entire first floor (on-grade) of the structure to an I-2 occupancy (Category IV). From a structural perspective, Chapter 9 in the IEBC would seem to require a full-building lateral analysis using the current code. My understanding is that the entire structure would need to satisfy lateral design criteria based in Occupancy Category IV. Gravity loads aren't of major concern at this point if the area under consideration is slab on grade. The architects have said a horizontal fire wall/barrier may be possible by fireproofing the underside of the composite deck and steel beams at Level 2. The confusing part is this: Does any building code explicitly state that a lesser-rated structure may be constructed above a higher-rater structure? Theoretically, I feel the 1-hour rated structure above could collapse after 1.5 hours of a fire and then the 2-hour rated structure would then be tasked with supporting the crumbling structure above. Logic tells me that this shouldn't be permissible, but I am yet to find any US code language (IEBC or IBC 2009 or ASCE 7-05) that might impose structural limitations as it relates to separated occupancies. Has anyone else come across a similar situation?