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2007 SUPPLEMENT TO THE IRC <br />CORNIER ILDETAUL <br />PER FIGURE <br />R602.10,4 3(1) <br />FIGURE R602.10.4(1) <br />CONTINUOUSLY -SHEATHED BRACED WALL LINE <br />R602.10.4.2 Braced wall panel length. In a continuously -sheathed wood structural panel braced wall line, the <br />minimum braced wall panel length shall be permitted to be in accordance with Table R602,10 4.2, <br />TABLE R6Q2.10.4.2 <br />LENGTH REQUIREMENTS FOR BRACED WALL PANELS <br />IN A CONTINUOUSLY SHEATHED WALL ° <br />MINIMUM LENGTH OF BRACED WALL PANEL <br />inches. <br />8-f of wall 9 -foot wall 10 -foot wall <br />48 <br />32 <br />24 <br />54 <br />36 <br />27 <br />60 <br />40 <br />30 <br />MINIMUM OPENING CLEAR HEIGHT NEXT TO THE <br />BRACED WALL PANEL <br />(% of wall height) <br />100% <br />85% <br />67% <br />For SL 1 inch = 25.4 mm, 1 foot = 305 mm <br />a. Interpolation shall be permitted <br />R602.10.4.3 Braced wall panel location and corner construction. A braced wall panel shall be located at each <br />end of a continuously -sheathed braced wall line. A minimum 24 -inch (610 mm) wood structural panel corner <br />return shall be provided at both ends of a continuously -sheathed braced wall line in accordance with Figure <br />R602.10.4.3(1). In lieu of the corner return, a tie -down device with a minimum uplift design value of 800 Ib shall be <br />fastened to the corner stud and to the foundation or framing below in accordance with Figure R602.10.4.3(2). <br />Exception: The first braced wall panel shall be permitted to begin 12 feet 6 inches (3810 mm) from each end <br />of the braced wall line in Seismic Design Categories A, B, and C and 8 feet in Seismic Design Categories Do, <br />D,, and 02 provided one of the following is satisfied: <br />1. A minimum 2 -foot -long (610 mm), full -height wood structural panel is provided at both sides of a corner <br />constructed in accordance with Figure R602.10.4.3(1) at the braced wall line ends in accordance with <br />Figure R602.10.4.3(3), or <br />2. The braced wall panel closest to the corner shall have a tie -down device with a minimum uplift design <br />value of 800 Ib (36 kg) fastened to the stud at the edge of the braced wall panel closest to the corner <br />and to the foundation or framing below in accordance with Figure R602.10.4.3(4). <br />$RC -4Y <br />cw . plighted CP 2007'' 110C (ALLL.11411GlHTS IRE'SERVEID) (licensed to Nail E Cksasn pursuant to License Agreement leith OCC I14e Sather seer d ucVVons a ttln umizet1 oR chistabuten aut oumnzee <br />ANY N, YII'•Aku'VlMlll"ROcZElG IFSlf;',RROCIIuc"Il'IIoIw OR DE;IITIPt011: JlTION VSA VIOLATION OF THE FIEDERAIL COPYRIGHT ACT ANIS THE II..VCIL:NS:dL A0.'ylREEIm:EHT, AND S0..V&„OIEc;;I' r TO CIIVOL AND CRIMINALL, II:: NAILAIIE'S'THEREM1UO'VIVIEJR <br />