admiralArchArch
Registered User
We are evaluating a load bearing CMU wall in a existing building as a new firewall between two existing portions of the building. The two structures are completely separate, load bearing CMU on one side, post and beams on the other. The building was built in the mid 70s and features a poured gypsum roof. The firewall will be 2hr rated. The roofs are at the same level (not stepped).
I am having a hard time interpreting the exceptions of 706.6 (2018). Adding a parapet is not feasible, so I'm looking at exceptions 2 or 3. We cannot determine if the existing roof is class B or not but from research the gypsum roof should be at least 1 hr tested from historical data.
That leaves me with exception 2 and 2.1:
The wording of "the entire length and span of supporting elements for the rated roof assembly has fire-resistance rating of not less than 1 hour" is where I'm hung up. Does that mean we need to apply fire resistive material to the entire portion of this building (beams, columns, joist), or just within 4-feet both sides of the firewall? Does only protecting the steel, assuming the roof assembly is 1hr rated, meet the criteria of this exception?
I am having a hard time interpreting the exceptions of 706.6 (2018). Adding a parapet is not feasible, so I'm looking at exceptions 2 or 3. We cannot determine if the existing roof is class B or not but from research the gypsum roof should be at least 1 hr tested from historical data.
That leaves me with exception 2 and 2.1:
The wording of "the entire length and span of supporting elements for the rated roof assembly has fire-resistance rating of not less than 1 hour" is where I'm hung up. Does that mean we need to apply fire resistive material to the entire portion of this building (beams, columns, joist), or just within 4-feet both sides of the firewall? Does only protecting the steel, assuming the roof assembly is 1hr rated, meet the criteria of this exception?