I've had a few contractors out for WP quotes. I have cinder block foundation walls that look like they sit on top of the slab which makes me think it's monolithic. There is a full block showing/sitting on top of the slab. At the same time, the morter under the full block looks a little thick so I'm not at all completely sure the block is really sitting on a monolithic slab.
Does any one know how to really tell without breaking up the floor up?
The reason I really need to know is that I have one guy saying to use the "baseboard" sytle around the edges while the other (even if it's monolithic) will jack hammer a few inches from the wall. This second one has me nervous because I worry that the walls/foundation will be compromised.
If I go with the trench method do weep holes need to be put in? or the baseboard system for that matter? I worry about creating an active water flow into the basement that I don't currently have. I really just have lite seeping? Does it defeat the systems to not have weep holes?
I would really appreciate some expert opinions?
Thanks from the novice!
Does any one know how to really tell without breaking up the floor up?
The reason I really need to know is that I have one guy saying to use the "baseboard" sytle around the edges while the other (even if it's monolithic) will jack hammer a few inches from the wall. This second one has me nervous because I worry that the walls/foundation will be compromised.
If I go with the trench method do weep holes need to be put in? or the baseboard system for that matter? I worry about creating an active water flow into the basement that I don't currently have. I really just have lite seeping? Does it defeat the systems to not have weep holes?
I would really appreciate some expert opinions?
Thanks from the novice!
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