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e.Beam depth shall be equal to or greater than the depth intersecting joist for a flush beam connection. <br /> f. Beam cantilevers are limited to the adjacent beam's span divided by 4. <br /> g. Includes incising factor. <br /> h.Incising factor not included. <br /> i.Deck joist span as shown in Figure R507.5. <br /> R507.5.1 Deck Beam Bearing <br /> 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 <br /> mm)of bearing on concrete or masonry for the entire width of the beam.Where multiple-span beams bear on intermediate <br /> posts, each ply must have full bearing on the post in accordance with Figures R507.5.1(1)and R507.5.1(2). <br /> 5;"MINIMUM FOR <br /> BEAM SPLICES <br /> BEAM SPLICE (IF REQUIRED) �` <br /> (F REQUIRED) <br /> MUST OCCUR <br /> OVER POST <br /> I <br /> APPROVED <br /> POST CAP <br /> BEAM OVER POST CAP BEAM OVER POST <br /> For SI:1 inch=25.4 mm. <br /> FIGURE R507.5.1(1) <br /> DECK BEAM TO DECK POST <br />