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2007 SUPPLEMENT TO THE IRC <br />MAX. <br />HEIGHT <br />10' <br />EXTENT OF HEADER <br />DOU PORTAL FRAME (TWO BRACED WALL PANELS) <br />EXTENT OF HEADER <br />SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) <br />6' TO 16 <br />FASTEN TOP PLATE TO HEADER WITH TWO <br />ROWS OF 16D SINKER NAILS AT 3' O.C.. TYP <br />LB STRAP OPPOSITE SHEATNG <br />STRAP <br />FASTEN SHEATHING TO HEADER WITH 8D COMMON OR <br />GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND <br />3" O.G. IN ALL FRAMING (STUDS +';KING, AND SILLS) TYP. <br />Min Length = 16'" for one story structures <br />Min Length 24 for use In the first of two story structures <br />MIN. 2x4 FRAMING <br />31U' MIN, THICKNESS WOOD <br />STRUCTURAL PANEL SHEATHING <br />Met 4260 LB TIE•DOWN DEVICE {EMBEDDED <br />CONCRETE AND NAILED INTO FRAMING) <br />SEE SECTION 602.10.32.2 <br />MN. <br />DOU <br />244 POST <br />TYPICAL PORTAL <br />FRAME <br />CONSTRUCTION «, <br />FOR A PANEL SPLICE <br />(IF NEEDED), PANEL <br />EDGES SHALL BE <br />LOCKED, AND OCCUR <br />WITHIN 24* Of MID - <br />HE GHT <br />ID•HEIGHT ONE ROW OF <br />TYP.SHEATHING-TO. <br />FRAMING NAILING IS <br />REQUIRED. <br />IF 2X4 BLOCKING IS <br />USED THE 2X4S MUST <br />BE NAILED TOGETHER <br />WITH 3 16D SINKERS <br />MIN. 1000 LB <br />TIE DOWN <br />DEVICE <br />• <br />ii <br />r <br />41.14-1 <br />FIGURE R602.10.3.2.2 <br />ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <br />For SI: 1 inch = 25.4 mm, 1 foot = 305 mm <br />R602.10.4 Continuously -sheathed braced wall line using Method 3 (wood structural panel). Continuously <br />sheathed braced wall lines using wood structural panels shall comply with this section. Different bracing methods <br />shall not be permitted within a continuously sheathed braced wall line. Other bracing methods prescribed by this <br />code shall be permitted on other braced wall lines on the same story level or on different story levels of the <br />building. <br />Exception: All exterior braced wall lines shall be continuously sheathed where required by Section <br />R602 ,10,4,.7. <br />R602.10.4.1 Continuously -sheathed braced wall line requirements. Continuously -sheathed braced wall line <br />shall be in accordance with Figure R602,10,4(1) and shall comply with all of the following requirements: <br />1, Structural sheathing shall be applied to all exterior sheathable surfaces of a braced wall line including areas <br />above and below openings,. <br />2... Only full -height braced wall panels shall be used for calculating the braced wall percentage in accordance <br />with Table R602.10,1(1). <br />IRC -47 <br />Copyrighted 8 2007 ICC (ALL R':GHTS RESERVED); licensed to Neil Endison pursuant to License Agreement with ICC No further re -demons aulhodze0 or distribution aulhonzed. <br />ANY UNAUTHROIZED REPRODUCTION OR DISTRIBUTION ISA VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT AND SUBJECT TO C AND CRIMINAL PENALTIES THEREUNDER <br />