Fire Walls (Again)
Fire Walls (Again)
(OP)
I have read previous posts on this topic. I am making a new post b/c I have a different situation.
The project is a group of 8 seperate buildings. The buildings are as close as 19'... connected by light frame covered corridors.
The architect has been told that the end walls of some of these buildings need to be firewalls. We are IBC2006.
Well, If the end walls are to remain in place while the building burns for two hours... then they will be totally free standing. Originally I had my buildings braced by shear walls... now I am thinking I may have to start from square one with a different LFRS.
I am curious as to where the code requires a fire wall and whether it needs to be the entire length of the parallel faces... or just the part where the 19' long connector is.
I have found the requirements of a shear wall in 705 & 705.2... but I can't find where it prescribes the need.
The project is a group of 8 seperate buildings. The buildings are as close as 19'... connected by light frame covered corridors.
The architect has been told that the end walls of some of these buildings need to be firewalls. We are IBC2006.
Well, If the end walls are to remain in place while the building burns for two hours... then they will be totally free standing. Originally I had my buildings braced by shear walls... now I am thinking I may have to start from square one with a different LFRS.
I am curious as to where the code requires a fire wall and whether it needs to be the entire length of the parallel faces... or just the part where the 19' long connector is.
I have found the requirements of a shear wall in 705 & 705.2... but I can't find where it prescribes the need.
RE: Fire Walls (Again)
You might also doublecheck with the architect to see if the Owner's underwriter is FM....if so you need to also meet their requirements.
RE: Fire Walls (Again)
RE: Fire Walls (Again)
RE: Fire Walls (Again)
There are also fire resistive walls with lesser requirements for specific rooms, stairs, shafts, distance from property lines. The insurance company can also stipulate fire walls with more or less extreme measures to isolated insured values. (usually storage or industrial operations) and minimize risk.
I recommend that you have the architect tell you what your design criteria is. Structurally (for interior walls) it can mean free-standing cantilever walls, or double column lines with two walls each braced by its own structure.
Also there maybe requirements for fire rated extensions beyond the building horizontally, or on each side of the fire wall as it penetrates the roof. (like concrete slabs). This is the architects job to determine. Have him forward you his written code review with the design criteria outlined for you to follow, that way you can see how it is done. (and also protect your firm)
RE: Fire Walls (Again)