 |
08-22-2008, 02:39 PM
|
#1
|
|
Registered User
Trade:
Licensed Builder
Join Date: Feb 2006
Location: Southeast Michigan
Posts: 18
|
Floating Basement Walls
Has anyone ever used or heard of "floating walls" in a basement? No I am not talking about flood damage.  Really I just had a prospective client ask me if I thought that the stud walls in a basement remodel could cause damage to the home structure due to pushing up on the floor joists.
She had someone tell her that the walls should be constructed so they could float with the movement of the slab. She mentioned Home Depot as the source of the idea or at least some book she read there.
My thought is if the slab is moving that much the studded basement walls would be the last of her problems. Any professional framers ,carpenters or builders have any thoughts on this idea.
Michael
|
|
|
Warning: The topics covered on this site include activities in which there exists the potential for serious injury
or death. ContractorTalk.com DOES NOT guarantee the accuracy or completeness of any information contained on this site. Always use proper safety precaution and reference reliable outside sources before attempting any construction or remodeling task!
Join the #1 Contractor Forum Today - It's Totally Free!
ContractorTalk.com - Are you a Professional Contractor? If so we invite you to join our community and see what it has to offer. Our site is specifically designed for you and it's the leading place for contractors to meet online. No homeowners asking DIY questions. Just fellow tradesmen who enjoy talking about their business, their trade, and anything else that comes up. No matter what your trade is you'll find that ContractorTalk.com is a great community to join. Best of all it's totally free!
Join ContractorTalk.com - Click Here

|
08-22-2008, 03:02 PM
|
#2
|
|
Curmudgeon
Trade:
carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 10,151
|
Rising basement slabs?
Flexible walls?
If they say so at the Despot,
it must be so.
__________________
Put your location in your profile!
(Sorry....it seems there really are dumb questions)
|
|
|
08-22-2008, 03:46 PM
|
#3
|
|
The Duke
Trade:
Framing, Custom Carpentry, Architectural Design
Join Date: Mar 2006
Location: Maine
Posts: 3,783
|
I think I saw this in JLC. It's code somewhere I believe. Not everywhere.
__________________
If one advances confidently in the direction of one's dreams,
and endeavors to live the life which one has imagined,
one will meet with a success unexpected in common hours
~Henry David Thoreau
|
|
|
08-22-2008, 04:18 PM
|
#4
|
|
demo master
Trade:
Remodeling General Contractor
Join Date: Aug 2006
Location: Denver Colorado
Posts: 1,459
|
code here in denver for basement walls is at least a 2 inch float for expansive soils
|
|
|
08-22-2008, 04:25 PM
|
#5
|
|
Pro
Trade:
Masonry consultant
Join Date: Nov 2006
Location: Minnesota
Posts: 1,435
|
Floating Basement Walls
If you have expansive soils that react to moisture changes you have to have basement wall the is guaranteed to "slip" and not cause any upward load on the floors above if the slab raises.
If the soil expands, you can get cracks in the concrete floors, heaving of upper floors or both.
This is a case where the codes can protect you from yourself.
__________________
Dick
|
|
|
08-22-2008, 04:48 PM
|
#6
|
|
Curmudgeon
Trade:
carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 10,151
|
Michigan has voodoo soil too?
Thought that was in the Rockies?
__________________
Put your location in your profile!
(Sorry....it seems there really are dumb questions)
Last edited by neolitic; 08-22-2008 at 04:55 PM.
|
|
|
08-22-2008, 04:57 PM
|
#7
|
|
Curmudgeon
Trade:
carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 10,151
|
This doesn't appear to be such a
widespread problem that a Despot
clerk would have a handle on it?
http://www.surevoid.com/surevoid_web/soil_maps/mi.html
Am I missing something here?
__________________
Put your location in your profile!
(Sorry....it seems there really are dumb questions)
Last edited by neolitic; 08-22-2008 at 07:24 PM.
|
|
|
08-22-2008, 07:26 PM
|
#8
|
|
Curmudgeon
Trade:
carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 10,151
|
Come on, concretemasonry, someone?
Got a better soils map?
I don't believe expansive soils are
a big problem in Michigan.
__________________
Put your location in your profile!
(Sorry....it seems there really are dumb questions)
|
|
|
08-22-2008, 07:33 PM
|
#9
|
|
demo master
Trade:
Remodeling General Contractor
Join Date: Aug 2006
Location: Denver Colorado
Posts: 1,459
|
How about contacting local building dept? solves all the guesswork.
|
|
|
08-22-2008, 07:36 PM
|
#10
|
|
Curmudgeon
Trade:
carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 10,151
|
I'll bet his would say, "What?"
__________________
Put your location in your profile!
(Sorry....it seems there really are dumb questions)
|
|
|
08-22-2008, 07:39 PM
|
#11
|
|
Pro
Trade:
Masonry consultant
Join Date: Nov 2006
Location: Minnesota
Posts: 1,435
|
In the "flatland" of the southern half of Michigan (north of Ohio and Indiana) anything is possible.
Some of the local clay deposits in the area can do strange things.
__________________
Dick
|
|
|
08-22-2008, 07:45 PM
|
#12
|
|
Curmudgeon
Trade:
carpentry/remodeling/"Yes M'am we do"
Join Date: Apr 2006
Location: Beech Grove, Indiana, Birthplace of the "King of Cool"
Posts: 10,151
|
Wish the OP would be specific about
where he is.
__________________
Put your location in your profile!
(Sorry....it seems there really are dumb questions)
|
|
|
08-25-2008, 12:17 AM
|
#13
|
|
Registered User
Trade:
Resdential Renovations / Civil Eng Student
Join Date: Jul 2008
Location: Winnpeg, MB
Posts: 1
|
Its standard practice in my area (North of North Dakota). Code here requires at least 3/4" gap for movement.
What do you need to know specifically?
|
|
|
08-25-2008, 06:04 AM
|
#14
|
|
Pro
Trade:
Lic. GC/Remodr - Commercial/Residential/Industrial
Join Date: Mar 2006
Location: New England
Posts: 2,346
|
Yes, heard of them. Saw a show, where they were installing them/how they were doing it. Not alot of call up here in the Northeast for such.
Link on discussion (how to frame floating walls): http://www.betterbasementideas.com/i..._in_basements/
__________________
- Build Well -
|
|
|
08-25-2008, 07:15 AM
|
#15
|
|
Pro
Trade:
GC. Apprentice electrician
Join Date: Jul 2005
Location: Colorado Front Range
Posts: 2,529
|
Floating walls are the standard along the front range of Colorado because of soil conditions. You'll also find some other types of construction practices that are probably different than other areas for example, foundations without footings to give a more concentrated load , and also voids under concrete forms, (placing cardboard boxes in the bottom of the form,), again for concentrated loads.
Floating walls have become the standard framing practice around here for slabs even when the soil condition does not reqire it.
I drew that floating wall detail in an engineers office in September of 1982 and it was on my engineering and everyone else's the next day. Before that we were floating 3/4 of an inch and just letting the concrete nails float the 3/4. I have not been able to find that detail anywhere before Sept 1982 so for now i take credit for it.
|
|
|
08-26-2008, 10:43 PM
|
#16
|
|
Pro
Trade:
Framer, Carpenter
Join Date: Apr 2008
Posts: 119
|
Yup
I live in kansas city and we float all our basement walls 3/4 inch. I don't think its code but our builder had problems in the past and requires us to do it.
|
|
|
| Thread Tools |
Search this Thread |
|
|
|
| Display Modes |
Rate This Thread |
Linear Mode
|
|
Posting Rules
|
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts
HTML code is Off
|
|
|
|
|