cedent
Structural
- Aug 13, 2006
- 63
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.