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RE: GSBN:Loadbearing sb with moisture damage

On Tue, 2006-03-07 at 14:13 -0800, John Swearingen wrote:
> and this particular project was in a
> location that gets brutal wind and rain, so we were doing everything
> possible to make a tight shell. 
Is this something you would recommend in similar circumstances? Or are
there better ways to get that extra bit of tighness out of the building

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