StrLamp
Structural
- Jan 21, 2022
- 11
Hello Everyone,
I have a problem where I need to run two 1.5" schedule 40 pipes vertically along the face of the brick veneer from ground level to roof level (9th floor). I have to install some clamps anchored into the brick veneer. The weight of the pipe is barely 6 plf. The interior partition wall is a stud wall. I know that putting any load on the brick veneer is not a good idea, but for the given pipe, the total load would be around 650 lbs. I will anchor the pipe clamps into the brick veneer at each floor level through the mortar joint with HY 270 Hilti IC. The location is not in a seismically active area, but wind load can be significant. My gut feeling is that since the brick veneer is fairly strong for gravity loads and is tied into the structure with brick ties, it should be good for the given weight of the pipe. I just wanted to get someone’s opinion on this.
Thanks,
I have a problem where I need to run two 1.5" schedule 40 pipes vertically along the face of the brick veneer from ground level to roof level (9th floor). I have to install some clamps anchored into the brick veneer. The weight of the pipe is barely 6 plf. The interior partition wall is a stud wall. I know that putting any load on the brick veneer is not a good idea, but for the given pipe, the total load would be around 650 lbs. I will anchor the pipe clamps into the brick veneer at each floor level through the mortar joint with HY 270 Hilti IC. The location is not in a seismically active area, but wind load can be significant. My gut feeling is that since the brick veneer is fairly strong for gravity loads and is tied into the structure with brick ties, it should be good for the given weight of the pipe. I just wanted to get someone’s opinion on this.
Thanks,