georgia plans exam
Silver Member
Ok. I have a typical core-board type 2-hour fire wall assembly U336, often used in townhomes here, being proposed to create separate buildings to comply with Table 503 for an I-1 project. I am asking for evidence that this wall will pass the 8 lb/ft² requirement found in the 2014 Georgia State Amendment to 2012 IBC Section 706.2. I am also asking for some details as to how the corridor door passing through this assembly will be supported when the construction on either side collapses. Has anyone been able to pass this particular wall assembly under similar circumstances? I am used to seeing CMU walls in these cases and I suspect that there is a good reason why. Thanks. GPE