Stymied by a floor plan program that did not seem to allow any interior post-downs to support a stickframed roof for a modest cross-gable, I threw the sticks out and tried a design that relied on trusses.
Ever thrown up an arrangement like this?
A rendering of the building, 37' x 44' in plan, is shown. Roof pitch is 9:12. Total loading, snow and dead, amounts to a little over 75 psf.
Ever thrown up an arrangement like this?
A rendering of the building, 37' x 44' in plan, is shown. Roof pitch is 9:12. Total loading, snow and dead, amounts to a little over 75 psf.
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