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MiNIMUM 2" — -- MINIMUM 2-1'" <br /> SINGLE PLY BEAM MULTIPLE-PLY BEAM <br /> "4, (2)112"DIAMETER <br /> THROUGH-BOLTS <br /> OR APPROVED <br /> EQUIVALENT <br /> CONNECTOR <br /> POST NOTCH <br /> FOR FUI.L-BEAM <br /> B EARANG <br /> 21.ct" MIN_ <br /> BEAM-SPLICE <br /> <5" <br /> For SI: 1 inch=25.4 mm. <br /> FIGURE R507.5.1(2) <br /> NOTCHED POST-TO-BEAM CONNECTION <br /> R507.5.2 Deck Beam Connection to Supports <br /> Deck beams shall be attached to supports in a manner capable of transferring vertical loads and resisting horizontal <br /> displacement. Deck beam connections to wood posts shall be in accordance with Figures R507.5.1(1)and R507.5.1(2). <br /> Manufactured post-to-beam connectors shall be sized for the post and beam sizes. Bolts shall have washers under the head and <br /> nut. <br /> R507.6 Deck Joists <br /> Maximum allowable spans for wood deck joists, as shown in Figure R507.6,shall be in accordance with Table R507.6.The <br /> maximum joist spacing shall be limited by the decking materials in accordance with Table R507.7. <br />