Bammer25
Structural
- Mar 22, 2018
- 154
Hopefully this is easy for some of you. I’m PE but 99 percent of my work is in steel and concrete (nuclear/industrial). Anyway, I’m helping my contractor out. He has a double true hoist spanning under a load bearing wall that the inspector wants a letter for. The double true joist is not adequate when considering dead plus a live load of 40 psf.
The space the wall supports is an unfinished attic with joists spaced two feet, so nobody is going to be walking up there and I highly doubt they will even put plywood down.
My question is does the code allow us to neglect live load here? Going off memory the LL for unfinished attic is 40 psf which will kill it.
The space the wall supports is an unfinished attic with joists spaced two feet, so nobody is going to be walking up there and I highly doubt they will even put plywood down.
My question is does the code allow us to neglect live load here? Going off memory the LL for unfinished attic is 40 psf which will kill it.