Aesur
Structural
- Jun 25, 2019
- 859
We got an RFI recently asking if we could change the A35 clips connecting the lintel to jamb studs for out of plane loading to LTP clips. The contractor is arguing that "no one else requires this" and "the tolerances are too tight to fit the window with that clip there". First I want to point out how impressed I am that they are able to construct something to such tolerances to have a window fit perfectly every time when there are hundreds on these projects. Second, the "example detail to backup their claim" from another project (and engineer) they referenced also required the A clips - maybe they had an RFI letting them remove them, not yet clear. I cannot see any possible way a LTP clip can transfer out of plane forces (except through plate bending) between the lintel and jamb. The end nails are mostly for construction, but can provide a bit of capacity, but typically not enough, hence the A clips. I have attached an image of the typical way we detail these and what the contractor wants. Anyone have any other alternative connection ideas for out of plane loading since they "don't have room for the clips to fit"?
