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ALTERNATE BRACED WALI. PANEL <br />PER SECTION 2320 UBC <br />( ONE - STORY BUILDINGS ) <br />DOWN DEVICE FASTENED <br />DATION CAPABLE C� PRO <br />#4 REBAR CONTINUOUS <br />3" OF TOP OF WALL. <br />#4 REBAR CONTINUOUS <br />FOOTING REINFORCEMENT (MIN) <br />EACH PANEL SHALL HAVE A LEN6TH OF NOT LE55 THAN 2'-8" (813mm) AND A <br />HEIGHT OF NOT MORE THAN 10'-0" (3048mm) EACH PANEL SHALL BE SHEATHED <br />ON ONE FACE WITH 3/8" (9.5mm) MINIMUM THICKNE55 PLYWOOD SHEATHIN6 <br />NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS IN ACCORDANC[ WITH <br />TABLE 23-II-B-1 AND BLOCKED AT ,4LL PLYWOOD ED6E5. TWO ANCHOR BCLTS <br />INSTALLED IN ACCORDANCE WITH 1806.6, SHALL BE PROVIDEED IN EACH PANEL. <br />ANCNOR BOLTS SHALL BE CAPABLE OF PROVIDING AN APPROVED CAPACITY OF <br />NOT LE55 TNAN 180G POUNDS (816.5 ky). THE TIE-DOWN DEVICE SHALL BE <br />INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. <br />THE PANELS SHALL BE SUPPORTED DIRECTLY ON A FOUNDAIZON OR ON FLOOR <br />FRAMIN6 SUPPORTED DIRECTLY ON A FOUNDATION WHICH IS CONTINUOUS <br />ACRO55 THE ENTIRE LENGTH OF THE BRACED WALL LINE. THIS FOUNDATION <br />SHALL BE REINFORCED WITH NOT LE55 THAN ONE #4 REBAR TOP AND <br />BOTTOM. <br />„ <br />_ - -- --- -- --- ��'' <br />