Below Grade Masonry
Below Grade Masonry
(OP)
I have situation involving the use of a multi wythe masonry stem wall. I am looking for construction details or design information.
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RE: Below Grade Masonry
Dick
RE: Below Grade Masonry
RE: Below Grade Masonry
Dik
RE: Below Grade Masonry
Make sure you have proper flashing including weeps to provide an exit for any moisture that may be in the cavity.
Dick
RE: Below Grade Masonry
Tie the units together?
Grout between the units?
Anything else?
RE: Below Grade Masonry
I assume you will try to use a single wythe reinforced concrete or a block wall wherever possible to be the most efficient. You cannot the use the brick veneer of the cavity wall as a load bearing component in the wall. One you fill the "collar joint", you not longer have a cavity wall with insulation.
If you are using an empirical design, you will be limited to a single wythe hollow or solidly grouted wall as the structural wall in those portions.
For allowable stress design, the back-up is the the structural element and the brick is a non-bearing veneer.
RE: Below Grade Masonry
Go to the NCMA site, click on TEK notes and then just indicate what state or supplier you may be near. The TEKs are in .pdf format and are written by engineers that are very active in all the code organizations and operate a fine lab for research.
This is a well-hidden resource that has substance and continuity.
RE: Below Grade Masonry