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5. Gravity loads carried at the end of cantilevered joists are limited to <br /> uniform wall and roof loads and the reactions from headers having a <br /> span of 8 feet (2438 mm) or less. <br /> CANTILEVER/SET BACK <br /> SHALL ONLY SUPPORT ROOF <br /> AND WALL WEIGHT <br /> ii <br /> w/2 x 12 W/2 x 12 <br /> N CANTILEVER SECTION THRU CANT LEV R SECTION THRU SET BACK <br /> Figure R301.2.2.6(2) <br /> Braced Wall Panels Supported by Cantilever or Setback <br /> 2. Lateral support of roofs and floors. Conditions where a section of floor <br /> or roof is not laterally supported by shear walls or braced wall lines on all <br /> edges. See Figure R301.2.2.6(3). <br /> 11 <br /> DASHED LINE INDICATES BRACED <br /> WALL LINE BELOW <br /> -- --------------- THERE IS NO BRACED WALL LINE <br /> ---• ---- ON THIS EDGE OF THE ROOF <br /> V <br /> PLAN VIEW <br /> Figure R301.2.2.6(3) <br /> Floor or Roof Not Supported on all Edges <br /> 19 <br />