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retard capillary action. Two (2) inches of sand shall be provided between the <br /> vapor barrier and the concrete slab. The top of the concrete floor slab shall be a <br /> minimum six (6) inches above exterior finished grade." <br /> "Section 9.46. Section 2326.11.3 of the Building Code is hereby <br /> amended to read as follows: <br /> "Section 2326.11.3 Bracing. Braced wall lines shall consist of braced <br /> wall panels which meet the requirements for location, type, and amount of <br /> bracing specified in Table 23-I-W and are in line or offset from each other by not <br /> more than 4 feet (1219 mm). Braced wall panels shall start at not more than 8 <br /> feet (2438 mm) from each end of a braced wall line. All braced wall panels shall <br /> be clearly indicated on the plans. Construction of braced wall panels shall be by <br /> one of the following methods: <br /> 1. Nominal 1-inch by 4-inch (25 mm by 102 mm) continuous diagonal <br /> braces let into top and bottom plates and intervening studs, placed at an angle <br /> not more than 60 degrees or less than 45 degrees from the horizontal, and <br /> attached to the framing in conformance with Table 23-I-Q. <br /> 2. Wood boards of 5/8 inch (16 mm) net minimum thickness applied <br /> diagonally on studs spaced not over 24 inches (610 mm) on center. <br /> 3. Wood structural panel sheathing with a thickness not less than 5/16 <br /> inch (7.9 mm) for 16-inch (406 mm) stud spacing and not less than 3/8 inch (9.5 <br /> ORD-001 5 <br /> FXS:rg <br /> 10/23/95 <br /> 11/13/95R <br />