seehorn
Mechanical
- May 6, 2009
- 2
WE are seeing more and more cases of unistrut type systems fastening sprinkler piping to building structure. If oriented so that piping is not hanging down against the clamp, the shear or slip load limits are small enough so that the piping does not meet the 5X weight of water-filled pipe + 250 pounds from each point of attachment per NFPA 13. Anyone else seen this? Would appreciate an AHJ point of view also.