KHoff
Structural
- Aug 20, 2013
- 60
I am working on an addition to a research facility at the local university. Based on the applicable building code (IBC 2012) the building is Risk Category III if the occupant load is 500 or more. The original building has an occupancy of approximately 300, and the addition has an occupancy of approximately 400.
1. Does the addition have to be designed to Risk Category III due to the combined occupancy for the entire building?
2. The original building was designed for Risk Category II. Does the existing structure have to be reviewed to resist increased loads based on Risk Category III importance factors?
1. Does the addition have to be designed to Risk Category III due to the combined occupancy for the entire building?
2. The original building was designed for Risk Category II. Does the existing structure have to be reviewed to resist increased loads based on Risk Category III importance factors?