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Re: 1985 pre-manufactured building

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ron buchko wrote:
What specific "general notes" lead you to believe that these existing roof rurlins will NOT comply?

--- On *Wed, 6/11/08, Drew Morris /<dmorris(--nospam--at)bbfm.com>/* wrote:

    From: Drew Morris <dmorris(--nospam--at)bbfm.com>
    Subject: 1985 pre-manufactured building
    To: "SEAINT" <seaint(--nospam--at)seaint.org>
    Date: Wednesday, June 11, 2008, 7:10 PM


The General Notes give the design snow load of 38 psf. I can get the purlins to only work at Fy=50 ksi, but not at 33 ksi. New buildings in the area are designed for a minimum of 60 psf, so we are evaluating the options for upgrading the building.
The frames are of more concern, I know the purlins need to be infilled.

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