I need some help.
I have a 1960s-era Type IIIB building. Project owner wants to turn it into an A-2 use downstairs and keep the B use upstairs. The A-2 will have sprinklers. I'm wading through the IEBC appendix to see if the floor between the two areas has the required 2-hour required separation for me to treat these as two separate fire areas. The floor is steel bar joists with a 3" concrete deck (no steel sub-deck). There's currently no finish ceiling. I really don't see this condition listed, though it's fairly common construction around here. Can someone point me in the right direction?
Thanks!
I have a 1960s-era Type IIIB building. Project owner wants to turn it into an A-2 use downstairs and keep the B use upstairs. The A-2 will have sprinklers. I'm wading through the IEBC appendix to see if the floor between the two areas has the required 2-hour required separation for me to treat these as two separate fire areas. The floor is steel bar joists with a 3" concrete deck (no steel sub-deck). There's currently no finish ceiling. I really don't see this condition listed, though it's fairly common construction around here. Can someone point me in the right direction?
Thanks!