ThorenO2
Structural
- May 24, 2019
- 51
Hello,
I have an existing strip/office w/ K-Series joists @ 6’oc w/ 20ga B deck (20/20 loading). Needs new 280# EF w/ 24x24 curb opening for 40” diameter exhaust. My question is with this size of opening/relatively limited weight is there an ideal installation for the deck reinforcing? I’m looking at SDI detail for roof sump opening, similar in geometry, where they span reinforcing 1-1/2” deep Zees or 1-1/2” deep Channels between joists at each side of the opening. But a 1-1/2” anything isn’t good and HR channel doesn’t seem to check out or at least it bends some.
Appreciate any input, it doesn’t seem like traditional welded curb support frame w/L4’s from the underside is in order for something like this or some type of proprietary bolted frame with lead time that costs quite a bit due to the engineering, approvals, and patents. Thanks again,
I have an existing strip/office w/ K-Series joists @ 6’oc w/ 20ga B deck (20/20 loading). Needs new 280# EF w/ 24x24 curb opening for 40” diameter exhaust. My question is with this size of opening/relatively limited weight is there an ideal installation for the deck reinforcing? I’m looking at SDI detail for roof sump opening, similar in geometry, where they span reinforcing 1-1/2” deep Zees or 1-1/2” deep Channels between joists at each side of the opening. But a 1-1/2” anything isn’t good and HR channel doesn’t seem to check out or at least it bends some.
