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06-11-2008, 03:44 PM
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Join Date: Mar 2007
Location: Connecticut
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sill plate
I always theough that a doubled 2x6 was required for a sill plate but I can't find the code in my book. Anyone have this? I did a home today with a single and it was all over the place so now I'm trying to find the Santa clause so to speak.
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06-11-2008, 04:16 PM
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Join Date: Mar 2008
Location: Healdsburg Ca
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Re: sill plate
Is this for a 2 story ? Why 2X6 ?
In Calif 1 2x4 PT plate is code.
Best
Ron
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06-11-2008, 04:18 PM
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Re: sill plate
Yes 2 story. 2x6 2x4 no matter. My concern is whether we need them stacked, doubled. One on top of the other. This house had one plate set on the top of the block.
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06-11-2008, 04:39 PM
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Join Date: Mar 2007
Location: Santa Rosa, CA
Posts: 596
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Re: sill plate
Originally Posted by wayne soper
I always theough that a doubled 2x6 was required for a sill plate but I can't find the code in my book. Anyone have this? I did a home today with a single and it was all over the place so now I'm trying to find the Santa clause so to speak.
I rarely see doubled mudsills. A single mudsill is standard, at least in my area.
__________________
What is the circumference of a moose?
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06-11-2008, 04:48 PM
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Join Date: Mar 2007
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Re: sill plate
Thanks Gun!
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06-11-2008, 08:04 PM
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Join Date: Mar 2007
Location: Ormond Beach, Florida
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Re: sill plate
The only reason to double them is to spread the load to supports not aligned with the load above, such as with single and double top plates. Single top plates require the joists/trusses to be closely aligned with the studs below, a doubled top plate eliminates that alignment need - the joists/trusses can now land wherever they fall.
When place on concrete, there is no need to double it.
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06-11-2008, 10:35 PM
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Join Date: Jun 2007
Location: Oregon
Posts: 176
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Re: sill plate
The only reason to double them is to spread the load to supports not aligned with the load above, such as with single and double top plates. Single top plates require the joists/trusses to be closely aligned with the studs below, a doubled top plate eliminates that alignment need - the joists/trusses can now land wherever they fall.
Or, to raise the floor system a little, etc. 
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06-12-2008, 07:27 AM
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Re: sill plate
Originally Posted by Brandon Whitmore
Or, to raise the floor system a little, etc. 
Depends, might not raise the floor system, might make the walls taller.
Depending on where it was. 
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06-12-2008, 07:53 AM
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Re: sill plate
Sometimes 2 plates are used with the application of a soft concrete floating floor. like Jib-Crete.
Best
Ron
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06-12-2008, 08:05 AM
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Re: sill plate
Ron,
That's Gyp-Crete.
The "Gyp" part stands for "gypsum".
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06-12-2008, 08:13 AM
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Re: sill plate
Never ues the stuff. L.O.L.
Jerry its just got to drive you nuts with some of us num-skulls around hear.
Thanks for the correction.
Best
Ron
Last edited by Ron Bibler : 06-12-2008 at 08:29 AM.
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06-13-2008, 11:21 AM
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Join Date: Nov 2007
Location: Marysville, Ca
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Re: sill plate
... the Marx Bros. "Everybody knows there's no such thing as a sanity clause".
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06-13-2008, 03:24 PM
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Join Date: Jun 2007
Location: Oregon
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Re: sill plate
Depends, might not raise the floor system, might make the walls taller.
Depending on where it was.
Dang it Jerry, that's why I threw in the "etc.", because I knew that was coming.
I should have said "to raise the framing" 
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07-13-2008, 09:47 PM
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Join Date: Jul 2008
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Re: sill plate
Just to throw in there. Standard would be a single 2x (or 3x) plate with 2 top plates with. PT over concrete and such.
Only thing I can think of with doubling plates.
Haven't built anything with doubled sill on bottom but have built with 3x bottom plate and a few 3x studs at breaks for shear.
On second floor apps, even with doubled plate over certain types of joist spans (?? as mentioned) would leave me with having to attach plates with SDS screws or some hardware, that wouldn't be any fun.
So, in short doubled joists are common as are double top plates.
Tim
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Tim Spargo - Inspector and Radon Measurment
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07-14-2008, 08:22 AM
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Join Date: Mar 2007
Location: San Mateo, CA
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Re: sill plate
When confronted with doubled sill palates installed on the top of foundation stem walls I’m concerned should I see anchor bolting in that the builder used proper length steel anchor bolts to get the required 7 inch depth into concrete. If I don’t see visual evidence of bolting then I’m concerned they may not exist? Either way triggers the appropriate comment in my report. I never framed with single top plates and never actually saw anyone else do it in the 35 years I spent as a builder. The codes do allow it, but only under certain conditions. (imposed loads)
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