Building is one story ranch 44&#;X28&#; with walk out. Planned on carrying beam splitting the 28&#; dimension and using 14&#; 2X10&#;s or 2X12 floor joists 16&#;OC. It has been suggested that I consider keeping the carrying beam and using 28&#; long I joists- probably 9 1/2&#; deep 16&#;OC. Planned on glued and nailed 3/4&#; TG (AdvanTech) as subfloor.
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I&#;ve read all the wonderful things about I joists. Is the cost differential worth the increased performance or is money better spent elsewhere? I know costs are voliatal but what is the approx cost difference- I&#;d probably have used 2×12&#;s?
Same guy suggested roof trusses 16&#; OC with 1/2 ply rather than 24&#;OC and clipped 5/8&#; ply. Thoughts?
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Thanks
Skippy
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