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I have an adaptive reuse project where the building is located 4'-5" from the property. The glu-lam roof structure is exposed inside and it is important to the client to keep it that way. The Glulam tails and roof overhang extend past the exterior wall in question to the property line.
We are proposing a change of use from an S-2 (it was a firehouse engine room) to an A-2 (brewpub). Per the IEBC, the new occupancy is of a higher hazard category so should meet the exterior wall requirements, in which case the overhang/eave would need to be cut back and we would also need to somehow meet the parapet requirements with either a class B roof, or fire-rating the framing elements to a minimum 1-hour rating.
There is an exception to meeting the exterior wall requirements in the IEBC:
Exception: A 2-hour fire-resistance rating shall be allowed where the building does not exceed three stories in height and is classified as one of the following groups: A-2 and A-3 with and occupant load of less than 300, B, F, M or S.
The project meets the criteria for the exception. The existing exterior wall is double whythe masonry with a 4" cavity solid grouted with concrete. There are no openings in this wall. So by prescriptive fire-resistance definitions it is well beyond 2 hours. Would this be sufficient, or do I need to be creating a 2-hour fire wall, which starts to look more like the parapet requirements? I am trying to avoid butchering this lovely old building as well as keep costs under control. The building is fully sprinklered.
We are proposing a change of use from an S-2 (it was a firehouse engine room) to an A-2 (brewpub). Per the IEBC, the new occupancy is of a higher hazard category so should meet the exterior wall requirements, in which case the overhang/eave would need to be cut back and we would also need to somehow meet the parapet requirements with either a class B roof, or fire-rating the framing elements to a minimum 1-hour rating.
There is an exception to meeting the exterior wall requirements in the IEBC:
Exception: A 2-hour fire-resistance rating shall be allowed where the building does not exceed three stories in height and is classified as one of the following groups: A-2 and A-3 with and occupant load of less than 300, B, F, M or S.
The project meets the criteria for the exception. The existing exterior wall is double whythe masonry with a 4" cavity solid grouted with concrete. There are no openings in this wall. So by prescriptive fire-resistance definitions it is well beyond 2 hours. Would this be sufficient, or do I need to be creating a 2-hour fire wall, which starts to look more like the parapet requirements? I am trying to avoid butchering this lovely old building as well as keep costs under control. The building is fully sprinklered.