kmead
Structural
- Jan 25, 2006
- 56
I am designing a military facility and noticed that UFC 3-301-01 with change 2, adopts the IBC 2009 while the UFC 3-310-04 (Seismic design for buildings) still references IBC 2003. Does this mean I have to design to two different versions of the same code? or am I missing something? Any help would be appreciated.