nealderidder
Sawhorse
I'm curious if anyone has had success with an AMMR or similar that allowed them to terminate a Fire Barrier at a Horizontal Assembly vs. a floor or roof deck. I've got a TI project that has a very tall interstitial space above the first floor. The floor to floor from 1st to 2nd is 20'. My 1fl ceilings (suspended) are going to be at 10'.
This is an existing building and there is an extensive existing catwalk (all steel, attached to steel beams) the bottom of which is around 10'-9". I'm going to have 4 control areas on the 1fl. To take those control area walls up to the floor deck (metal pan/concrete) above at 20' I'm going to either have to demo that catwalk or build a 1hr wall "around" it. Sounds very fussy! The catwalk is useful and demoing portions of it will result in dead ends that didn't exist before.
I'm wondering what kind of luck I'll have asking the AHJ to allow us to terminate at a 2hr horiz. assy. vs. the floor deck.
I'm also wondering where this requirement came from? Is it safer to go to a 2hr floor assembly than it is to a 2hr horizontal ceiling assembly?
Thanks,
This is an existing building and there is an extensive existing catwalk (all steel, attached to steel beams) the bottom of which is around 10'-9". I'm going to have 4 control areas on the 1fl. To take those control area walls up to the floor deck (metal pan/concrete) above at 20' I'm going to either have to demo that catwalk or build a 1hr wall "around" it. Sounds very fussy! The catwalk is useful and demoing portions of it will result in dead ends that didn't exist before.
I'm wondering what kind of luck I'll have asking the AHJ to allow us to terminate at a 2hr horiz. assy. vs. the floor deck.
I'm also wondering where this requirement came from? Is it safer to go to a 2hr floor assembly than it is to a 2hr horizontal ceiling assembly?
Thanks,