I have a tenant fit up project in Georgia in a Type 2B existing Building. Typically I show metal studs for interior non-load bearing framed walls. The contractor is asking to use wood studs in lieu of metal (noting cost of steel is high.)
I understand what is allowed per IBC 603.1 with combustible materials in type 1 & 2 buildings, so I realize fire treated wood framing would be allowed.
I had a code official once tell me in a similar situation that if I show the partitions being fully encapsulated in drywall, then they would allow the wood studs. I cannot seem to find an area within the 2018 IBC that explains this though.
Can anyone help me understand if this is allowed (wood non-loadbearing framing in type 2B building) if the drywall extends to the structural deck and slab? Any code references are appreciated!
Thanks
I understand what is allowed per IBC 603.1 with combustible materials in type 1 & 2 buildings, so I realize fire treated wood framing would be allowed.
I had a code official once tell me in a similar situation that if I show the partitions being fully encapsulated in drywall, then they would allow the wood studs. I cannot seem to find an area within the 2018 IBC that explains this though.
Can anyone help me understand if this is allowed (wood non-loadbearing framing in type 2B building) if the drywall extends to the structural deck and slab? Any code references are appreciated!
Thanks