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Table R502.3.1(2) Design Criteria: Hem Fir # 2 joists with a live/dead load of 40/10 psf. DOL 1.00; L / 360. FLOOR BEAM TABLE BEAM SPAN BETWEEN SUPPORTS ( SPACING OF POSTS) 4 5 6 7 8 9 10 11 J O I S T S P A N 12 4 2-2x4 2-2x4 2-2x4 2-2x6 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 5 2-2x4 2-2x4 2-2x6 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 6 2-2x4 2-2x4 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 7 2-2x4 2-2x4 2-2x6 2-2x6 2-2x8 2-2.

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