NS4U
Structural
- Apr 2, 2007
- 320
I have a below grade covered tank. The water table is a few feet below the bottom of the slab so leakage into the slab is not a huge concern. The only real concern is during a floor or heavy rain.
At a minimum, I am going to spec ribbed waterstops all around the perimeter between the slab and the walls.
I have done some reading, but I can't find anything that talks about what size I should spec the waterstops. And there seems to be mixed reviews about whether waterstops are need are construction joints of the tank.
Does anyone have any recommendations for waterstop sizing and whether they are needed at the wall construction joints? Are they needed at the mat slab construction joints?
Thanks
At a minimum, I am going to spec ribbed waterstops all around the perimeter between the slab and the walls.
I have done some reading, but I can't find anything that talks about what size I should spec the waterstops. And there seems to be mixed reviews about whether waterstops are need are construction joints of the tank.
Does anyone have any recommendations for waterstop sizing and whether they are needed at the wall construction joints? Are they needed at the mat slab construction joints?
Thanks