Laserfiche WebLink
ALTERNATE gRACED W�LL PANEL <br />PER SECTION 2320 UBC <br />( ONE - STORY BUILDINGS ) <br />- 8" MI <br />(813mm) <br />#4 REBAR <br />FOOTING <br />x <br />0 <br />� <br />0 <br />� <br />0 <br />.-i <br />.-, <br />E <br />e <br />� <br />�r <br />0 <br />M <br />v <br />3/S" MIN. THICK (9.5mm) PLYWOOD <br />SHEATHING NAILED WITH Sd COMMON ' <br />OR GALVANIZED BOX NAILS PER TABLE i <br />PLYWOOD EDGES OCKED AT ALL i <br />TIE - DOWN DEVICE FASTENED TO THE ' <br />FOUNDATION CAPABLE OF PROVIDING ' <br />AN APPROVED UPLIFT CAPACIly OF NOT <br />LE55 THAN 1800 POUNDS (816.5 kg) <br />MIN (2) 1/2" DIA. RNCHOR BOLTS <br />AT FANEL QUARTER POINTS <br />EMBEDDED AT LEAST 7" (]78mrt�) <br />INTO THE CONCRETE. A PROPERLY <br />SIZED NUT AND Z" x 2" x 3/16" <br />WASHER SHALL BE TTGHTENED ON <br />EACH BOLT TO THE PLATE. <br />� <br />l \ #4 <br />3" <br />(MI�;I <br />REBAR CONl-tNU0U5 W/IN <br />OF TOP OF WALL. <br />EACH PANEL SHALL HAVE A LENC-TH OF NOT LE55 THAN 2'-8" (813mm1 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 SHEATHING <br />NAILED WITH Sd COMMON OR GALVANIZED BOX NAILS IN ACCORDANCE WITH <br />TABLE 23-II-B-1 AND BLOCKED AT ALL PLYWOOD EDGES. TWO ANCHOR BOLTS <br />INSTALLED IN ACCORDANCE WITH 1806.6, SHALL BE PROVIDEED IN EACH PANEL. <br />ANCHOR BOLTS SHALL BE CAPABLE OF PROVIDING AN APPROVED CAPACITY OF <br />I� TALLED IN ACCORDANCE WItH6THE�MANUFACTURERS E OMMENDATIONS. <br />THE PANELS SHALI. BE SUPPORTeD DIRECTLY ON A FOUNDA'iZOtv OR ON FLOOR <br />FRAMING SUPPORTED DIRECTLY ON A FOUNDATION WHICH IS CONTTNUOUS <br />ACRO55 TI-IE ENTIRE LENGTH OF THE BRACED WAL� LINE. THIS FOUNDATION <br />��SHALL BE REINFORCED WITH NOT LE55 THAN ONE #4 REBAR TOP AND <br />BOTTOM. <br />