McB_Architects
Member
- Joined
- May 24, 2010
- Messages
- 6
I am in the process of permitting a bleacher project.
I have two issues with fire review.
Per Section 907.2.1 a manual fire alarm system is required for a Group A Occupancy (bleachers fall under Group A-5 Occupancy). I permitted and constructed a bleacher on the other side of the field under IBC 2006 without a manual fire alarm system being required. Furthermore upon discussion with my consultants none have ever done so for an outdoor environment.
My question is a manual fire alarm system required for an outdoor bleacher?
The second question for the same project is the requirement for a standpipe. Per IBC Section 905.3.2 a Class I automatic wet standpipe shall be provided in non sprinklered Group A building having an occupancy load exceeding 1000 persons. Per the exemptions, open air seating is exempt. I pointed this out to reviewer twice and it was ignored. We do have pressboxes but the occupant load is well below 100 for each (two total). Also the finish floor of the press box is lower than 30' above the fire lane per 905.3.1.
I don't see where a standpipe would be required for this but would like to hear other opinions
I have two issues with fire review.
Per Section 907.2.1 a manual fire alarm system is required for a Group A Occupancy (bleachers fall under Group A-5 Occupancy). I permitted and constructed a bleacher on the other side of the field under IBC 2006 without a manual fire alarm system being required. Furthermore upon discussion with my consultants none have ever done so for an outdoor environment.
My question is a manual fire alarm system required for an outdoor bleacher?
The second question for the same project is the requirement for a standpipe. Per IBC Section 905.3.2 a Class I automatic wet standpipe shall be provided in non sprinklered Group A building having an occupancy load exceeding 1000 persons. Per the exemptions, open air seating is exempt. I pointed this out to reviewer twice and it was ignored. We do have pressboxes but the occupant load is well below 100 for each (two total). Also the finish floor of the press box is lower than 30' above the fire lane per 905.3.1.
I don't see where a standpipe would be required for this but would like to hear other opinions