SteelPE
Structural
- Mar 9, 2006
- 2,759
I am in the middle of designing a project that is a single-story bank (think satellite branch to serve customers). When we put the proposal together, we were thinking the project would be 50% wood and 50% steel. No the project is going forward and the architect has informed us that it’s not 50% wood but rather 50% cold formed steel (metal studs). I don’t have much experience with the design of CFS, but the architect said that portion of the project will be designed by the sub with input from me.
The project is IBC 2015 with ASCE7-10. The large spans and fancy bits of the bank will be handled by steel (which we are almost done designing). Smaller spans and less fancy bits including flat roofs and walls will be framed using metal studs. With regards to sheathing of the studs. The architect wants noncombustible construction, so plywood sheathing is out. Currently the architect is showing 1 ½” B roof deck. I think this is overkill, however, we need the diaphragm of the roof to transfer lateral loads.
What is the typical roof sheathing used in this instance?
The project is IBC 2015 with ASCE7-10. The large spans and fancy bits of the bank will be handled by steel (which we are almost done designing). Smaller spans and less fancy bits including flat roofs and walls will be framed using metal studs. With regards to sheathing of the studs. The architect wants noncombustible construction, so plywood sheathing is out. Currently the architect is showing 1 ½” B roof deck. I think this is overkill, however, we need the diaphragm of the roof to transfer lateral loads.
What is the typical roof sheathing used in this instance?