AustinStructural
Structural
- Oct 28, 2008
- 9
I have a job where the stair landing headers were detailed to be pocketed in to the walls on either side for bearing. However, after reveiwing IBC Sec 707 I see that penetrations are not allowed in the shaft walls. This particular project requires a 2 hr. rated shaft since it is 4 stories in height.
My question is, what is a good way to detail the end connections for the headers (stringer support beams) to transfer the load to the wall?
I have looked at details that show the beam end with a top flange hanger attached to a 2x ledger which is then lagged in to some blocking between the wall studs. But is it safe to rely on lag screws in bending where they pass through 2 layers of 5/8 gyp?
I would have thought that stair connections in a fire rated shaft would have been a topic of discussion at one time or another, but all of my searching has turned up nothing? Maybe someone here has dealt with this before and can offer sound advice?
Thanks in advance.
My question is, what is a good way to detail the end connections for the headers (stringer support beams) to transfer the load to the wall?
I have looked at details that show the beam end with a top flange hanger attached to a 2x ledger which is then lagged in to some blocking between the wall studs. But is it safe to rely on lag screws in bending where they pass through 2 layers of 5/8 gyp?
I would have thought that stair connections in a fire rated shaft would have been a topic of discussion at one time or another, but all of my searching has turned up nothing? Maybe someone here has dealt with this before and can offer sound advice?
Thanks in advance.