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Economics of CFS Framing

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I'm trying to evaluate framing systems for a one-story building of about 1,600 m2 (17,200 ft2). I'd like to figure out if CFS is a viable consideration. At this point I think a steel joist-supported roof is the best bet although I'd certainly entertain suggestions.

Anybody hot rules of thumb for my decision matrix?

William L. Polhemus, Jr. P.E.
Via iPhone 3G

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