Glennman CBO
Silver Member
- Joined
- Oct 20, 2009
- Messages
- 441
Recently I was doing a T.I. inspection where they had removed the drywall from the wall separating the permitted space from a restaurant next door. The first thing I thought of is whether the restaurant was actually a "B" or an "A-2", since the new space was going to be an "M", but not necessarily a change of occupancy from the previous use. The plans didn't mention what the next space's use was.
After going next door, I found out the occupant load was 92, thus making it an A-2 (A-3 in the UBC world).
Problem... (maybe)
1. They only have one exit
2. They have no rated walls on either side (front and rear are exterior with plenty of distance)
3. They (as I found out later) were approved to expand into the mezanine in 2002 (43 up and 49 down)
Question... did the 1997 UBC (adopted code in 2002) allow such a thing as this for an A-3? Our plans examiner says that the occupant load in regards to the single exit is OK according to the UBC, and there were no ratings required on either side, but I don't know anything about the UBC. Our current adopted code is the 2006 IBC, and there are no sprinklers in the building.
Thanks all.
After going next door, I found out the occupant load was 92, thus making it an A-2 (A-3 in the UBC world).
Problem... (maybe)
1. They only have one exit
2. They have no rated walls on either side (front and rear are exterior with plenty of distance)
3. They (as I found out later) were approved to expand into the mezanine in 2002 (43 up and 49 down)
Question... did the 1997 UBC (adopted code in 2002) allow such a thing as this for an A-3? Our plans examiner says that the occupant load in regards to the single exit is OK according to the UBC, and there were no ratings required on either side, but I don't know anything about the UBC. Our current adopted code is the 2006 IBC, and there are no sprinklers in the building.
Thanks all.