jmc4
REGISTERED
Hello All, this is my first post on this site, though I’ve found a lot of useful information here. I appreciate any guidance.
I’m on a high-rise condo project where a 12” thick concrete shear wall makes up part of a demising wall between dwelling units (2009 IBC, Type IA construction). The shear wall is contained between two non-rated GWB furring walls—the shear wall is the wall intended to carry the rating. The exterior wall (0 hr rated) is precast slenderwall-type panel, and the shear wall ends at the slab edge at the back of the panel metal framing. The joint between the floor and ceiling slabs and the precast panel are protected in accordance with 2009 IBC 714.4. However, the joint between the end of the shearwall and the exterior wall is filled in (to some extent) with the same spray foam insulation that is on the back of the precast panels. My question is:
Does the joint between the end of the shearwall and the non-rated exterior wall require any special treatment for fire resistance?
2009 IBC section 714 on joints only discusses joint “in and between” rated walls. 2009 IBC section on continuity of fire partitions (709.4) only discusses the continuity of such partitions to floors/ceilings. Am I missing something?
Any guidance is appreciated.
I’m on a high-rise condo project where a 12” thick concrete shear wall makes up part of a demising wall between dwelling units (2009 IBC, Type IA construction). The shear wall is contained between two non-rated GWB furring walls—the shear wall is the wall intended to carry the rating. The exterior wall (0 hr rated) is precast slenderwall-type panel, and the shear wall ends at the slab edge at the back of the panel metal framing. The joint between the floor and ceiling slabs and the precast panel are protected in accordance with 2009 IBC 714.4. However, the joint between the end of the shearwall and the exterior wall is filled in (to some extent) with the same spray foam insulation that is on the back of the precast panels. My question is:
Does the joint between the end of the shearwall and the non-rated exterior wall require any special treatment for fire resistance?
2009 IBC section 714 on joints only discusses joint “in and between” rated walls. 2009 IBC section on continuity of fire partitions (709.4) only discusses the continuity of such partitions to floors/ceilings. Am I missing something?
Any guidance is appreciated.