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C6 Prescriptive Residential Wood Deck Construction Guide-Commentary <br /> Figure C5. Example of a Typical Deck Framing Plan. <br /> L 'S : : P`, (60$Table 14: <br /> ,,T peal <br /> ,.. - . .- ,giEty wir/dow/: -2)0 1 <br /> it`d dna <br /> I <br /> .;. I' col exX. ' <br /> "� <br /> t IN <br /> to <br /> I <br /> a. <br /> t "ria t1rh <br /> 1=l r e" " <br /> ,NMO, . , " k.rim foist <br /> 'eXt5 PeSt <br /> Y'-'''' V <br /> fit' <br /> l:t a ,, s sag*•1 abl �,i . <br /> puble,007144*tr3tglifttV <br /> Dvera l d a width, . <br /> JOIST-TO-BEAM CONNECTION that an uplift load created by a 220 lb point load:at the <br /> Joist-to-beam connections must be installed to handle end of a cantilevered joist will be resisted. <br /> forces in several directions. Options 1 and 2 handle <br /> gravity loads through bearing of the joist to the beam, Connector manufacturers regard connectors with <br /> while Option 3 requires nails to resist these downward missingfasteners as improper installations and only <br /> loads.All three options have been evaluated to ensure support the product to be used with the type and number i <br /> • of fasteners specified in the product literature. <br /> JOIST HANGERS <br /> The loads listed in the Table 3A are derived from the Research has shown that joist hanger to ledger <br /> worst case condition for each joist size based on Table 2 connections resist lateral loads. When permitted by the <br /> (379 lb,483 lb,571 lb,and 675 lb for Southern Pine hanger manufacturer,the use of screws instead of nails <br /> joists spaced at 24" o.c. for 2x6,2x8,2x10, and 2x12, to attach hangers to the ledger can decrease the potential <br /> respectively). for the joist to pull away from the ledger. <br /> 6 <br /> American Wood Council w2K- <br /> as <br /> 1 ' <br />