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Re: Shearwall sill plate

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In a message dated 11/8/00 5:27:06 PM, pfeather(--nospam--at) writes:
<< Is it plausible to allow additional 2x blocking to be installed between 
the studs for a net thickness of 3" ?  The blocking would be nailed to the 
sill plate for continuity. >>

I don't think that would help much at all, but you might consider cutting off 
the bottom inch of the studs, removing the existing 2x bottom plate, 
inserting a new 3x plate (with slots for the anchor bolts, of course), and 
providing BP bearing plates on the anchor bolts.  This could be done in 
sections without much problem.  I've done it before, though usually in old 
buildings that are being seismically upgraded. 

Ralph Hueston Kratz, S.E.
Richmond CA