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Published under s. ,Wis.Slats.,by the Legislative Reference Bureau. <br /> 255 SAFETY AND PROFESSIONAL SERVICES SPS 320 to 325 Appendix B <br /> Figure 35 <br /> TYPICAL DECK FRAMING PLAN <br /> r -ro -t r -i r 1- �-' - ledger board <br /> i u tension-ties <br /> i I at end joist <br /> 1 omo and first <br /> a / v . inside joist <br /> N O O <br /> o <br /> a / E o <br /> i —end joist <br /> 1 <br /> -E c co rim joist <br /> m <br /> o m <br /> v a <br /> overhang beam span overhang <br /> -.r .....-01 ee• - <br /> W <br /> -.4e ex.- <br /> Decking: ❑2x4 ❑2x6 ❑five-quarter board wood-plastic composite(per ASTM D 7032) <br /> ❑Other decking,evaluation report number. <br /> Joists: size: ❑2x6 ❑2x8 2x10 ❑2x12 spacing: ❑ 12 in. ❑ 16 in. O 24 in. <br /> joist span dimension: ft.- Lf in. <br /> overhang: ❑Yes ®No overhang dimension: ft.- in. <br /> rim joist: ❑2x6 ❑2x8 RI 2x10 ❑2x12 <br /> Beam(s): number of plies: fjg 2 ❑3 size: ❑2x6 El 2x8 Da.2x10 ❑2x12 <br /> overhang: ❑Yes VE No overhang dimension: ft.- in. <br /> d <br /> Posts: size: gJ 4x4 ❑4x6 El 6x6 height: 3 ft.- in. <br /> Footings: size: i in. ❑square around thickness: t.D in. <br /> Ledger: ledger board size: ❑2x8 ❑2x10 ❑2x12 Dil Not applicable(free-standing deck) <br /> fastener: ❑Through bolt ❑Lag screw ❑Wood screw <br /> ❑Expansion anchor ❑Adhesive anchor <br /> Lateral support: ❑Tension-tie ❑Diagonal bracing,size: ❑2x <br /> 1 (not permitted for free-standing deck) <br /> Deck size: L= 1 .- in. W=I(ft.- in. <br /> Published under s. ,Stets_Updated on the first day of each month. Entire code is always current The Register date on eerh <br /> page is the date the chapter was last published Register December 2015 No.720 <br />