ideal foundation-slab specs?
Hello All,
Well it looks like the building Dept is going to accept the plans for my replace the crappy brick foundation with concrete and new slab project. I’m going to give the final version of the plans to my foundation guy later today so he can work up an intelligent bid. I want to include a list of points for he and and I to discuss for how exactly I want certain aspects of the job done.
For instance I am going to specify only Stainless Steel hardware incontact with PT. The engineer didn’t super specifically detail things like the drainage system or how exactly the foundation is going to be water proofed.
I would like to hear y’alls ideas for gold standard building practices that would apply to this case. To refresh, crumbling brick foundation with rat slab slightly below grade being replaced with concrete foundation and slab slightly more below grade (~2′ deeper). House is 2.5 story 1897 Victorian. Soil is super sandy with a rainy day ground water level of ~6′ (its on an island after all).
Thanks,
Daniel Neumansky
Restoring our second Victorian home this time in Alamdea CA. Check out the blog http://www.chezneumansky.blogspot.com/
Oakland CA
Crazy Homeowner-Victorian Restorer
Replies
For waterproofing, I like Xypex. If you want suspenders with that belt, use a paint on system.
For a drainage system in your locale, just use a super sandy backfill.
SamT
The last foundation he did for me had a bitchuthane <sp?> membrane applied to the walls. But I have heard that the membrane should cover the walls, down to under the footings and tie into the moisture barrier under the slab?
We are doing french drains along the perimeter of the foundation with two under-slab drain lines also. These will dump into a sump pit that will get pumped to the street.
How's that sound?
Daniel Neumansky
Restoring our second Victorian home this time in Alamdea CA. Check out the blog http://www.chezneumansky.blogspot.com/
Oakland CA
Crazy Homeowner-Victorian Restorer
MM,You said that you have super sandy soil. Meaning that if you left the garden hose turned on overnight, there would not be a puddle?In that case any drain tile you set will never see use until the water level rises from ~6' to above the tile. Then the sump would be already full and you would have to pump the whole ocean out.I have used that under the slab wrap up the walls waterproofing before on a containment vessel. We poured a rat slab because the soil was so waterlogged it was the consistency of stirred jello. Then we laid a large enough sheet of 20mil to cover the entire area and fold up the walls.You said:
"To refresh, crumbling brick foundation with rat slab slightly below grade being replaced with concrete foundation and slab"Will this be a basement or rat slab and foundation walls?SamT
Will this be a basement or rat slab and foundation walls?
It will be the bottom floor of the house a real slab with a real brick foundation. The top of slab will be about 2' below grade so not really a basement I don't know what to call it.
Daniel Neumansky
Restoring our second Victorian home this time in Alamdea CA. Check out the blog http://www.chezneumansky.blogspot.com/
Oakland CA
Crazy Homeowner-Victorian Restorer
I don't see a slab sitting on 4' of sand needing a perimeter drain unless you're sitting in the middle of a seasonal stream.I do see a water vapor problem, in that you're only 4' above the Bay. I would recommend a vapor barrier under the slab.SamT
if you dont put a vapor barrier with sand as a subsoil, the concrete will crack like crazy within hours of placement.BOB is always right, ALL HAIL BOB
If you do wrap around the vapor barrier under the footing then it can't be used as a Ufer ground.The I don't remember the exact wording, but basically the NEC wants a ufer if it is practical to do. Clearly in an existing building it would not be practical to add one.And if there are foundation enegineering reasons to not have one that it is not "practical".While UFER grounds have been around since WWII having the primary ground electrode is fairly new.So if you if you want to do that be sure and pass it by the inspector first.Otherwise have the electrican work with the foundation contractor to make the connection..
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A-holes. Hey every group has to have one. And I have been elected to be the one. I should make that my tagline.
Just as an FYI, for example, here in central NC, UFER grounds are not commonly used in residential construction. Here, we use driven ground rods. And yes, we go by the NEC. I don't know what the book says, I just know there are not used here.
Bill -
Any indication of how much of a slab foundation can be unlayed with an impermeable barrier and still be acceptable as a Ufer ground?
IIRC the code talks about 20 linear feet of connected rebar or wire encased in concrete and in contact with the earth..
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A-holes. Hey every group has to have one. And I have been elected to be the one. I should make that my tagline.
BillThere is an interesting thread over at the International Code Conference on Ufer grounds and on the grounding i general. You might want to check it out if you haven't already.http://www.iccsafe.org/cgi-bin/ultimatebb.cgi?ubb=get_topic;f=11;t=000932;p=2
Not that I mind that this discussion has gone round the bend.
I have an actual question. What is a reasonable spec as to how level the new slab should be? In the finished portions of this level I am probalby going to use a dri-core type product on the floor and would really like the floor to be 'level' so I don't have to deal with the shims...
Daniel Neumansky
Restoring our second Victorian home this time in Alamdea CA. Check out the blog http://www.chezneumansky.blogspot.com/
Oakland CA
Crazy Homeowner-Victorian Restorer
1/8 inch in 20 feet flood the slab with water,find a puddle, stack two nickels on top of each other, if Thomas jefferson drowns, it fails.BOB is always right, ALL HAIL BOB
Thanks Brown I appreciate it. Sounds reasonable to me, but what the heck do I know. Hopefully at the end of this I'll have two nickels to rub together!
Daniel Neumansky
Restoring our second Victorian home this time in Alamdea CA. Check out the blog http://www.chezneumansky.blogspot.com/
Oakland CA
Crazy Homeowner-Victorian Restorer
Didn't have 2 nickels - used a dime instead. Everything's bad . . .