// CODE SNIPPET
R507.5.1 Deck Beam Bearing
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The ends of beams shall have not less than 11/2 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) of bearing on concrete or masonry for the entire width of the beam. Where multiple-span beams bear on intermediate posts, each ply must have full bearing on the post in accordance with Figures R507.5.1(1) and R507.5.1(2).
For SI: 1 inch = 25.4 mm.
DECK BEAM TO DECK POST
For SI: 1 inch = 25.4 mm.
NOTCHED POST-TO-BEAM CONNECTION
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