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WOOD



           2308.4.9 Floor framing supporting braced wall panels.  to the primary structure at not more than 8 feet (2438 mm)
           Where braced wall panels are supported by cantilevered  on  center  or  shall  be  designed  for  lateral  forces.  Such
           floors or are set back from the floor joist support, the floor  attachment shall not be accomplished by use of toenails or
           framing shall comply with Section 2308.6.7.           nails subject to withdrawal.
           2308.4.10 Anchorage of exterior means of egress com-  2308.5 Wall construction. Walls of conventional light-frame
           ponents in Seismic Design Categories D and E. Exterior  construction shall be in accordance with this section.
           egress balconies, exterior stairways and ramps and similar  2308.5.1 Stud size, height and spacing. The size, height
           means of egress components in structures assigned to Seis-  and  spacing  of  studs  shall  be  in  accordance  with  Table
           mic Design Category D or E shall be positively anchored  2308.5.1.


                                                                      MORE THAN b2/2
                                                                      IS IRREGULAR


                                  MORE THAN b1/2
                                  IS IRREGULAR
                                                       b1
                                                                  b2




                           PLAN VIEW                                                  PLAN VIEW
                                                    FIGURE 2308.4.4.1(2)
                                    OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS







                                                  FLOOR JOISTS
                                                  CANNOT BE
                                                  TIED DIRECTLY
                                                  TOGETHER







                   SECTION VIEW                                                          SECTION VIEW
                                                     FIGURE 2308.4.4.2
                                        PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY

                                                      TABLE 2308.5.1
                                          SIZE, HEIGHT AND SPACING OF WOOD STUDS c
                                               BEARING WALLS                              NONBEARING WALLS
            STUD SIZE                  Supporting roof   Supporting one floor,   Supporting two floors,
             (inches)  Laterally unsupported   and ceiling only  roof and ceiling  roof and ceiling  Laterally unsupported   Spacing
                                                                                              a
                               a
                        stud height  (feet)                                           stud height  (feet)  (inches)
                                                       Spacing (inches)
         2 × 3 b             —             —              —               —                1  0          1  6
         2 × 4               10            24             16              —                14            24
         3 × 4               10            24             24              16               14            24
         2 × 5               10            24             24              —                16            24
         2 × 6               10            24             24              16               20            24
         For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
         a. Listed heights are distances between points of lateral support placed perpendicular to the plane of the wall. Increases in unsupported height are permitted
           where justified by an analysis.
         b. Shall not be used in exterior walls.
         c. Utility-grade studs shall not be spaced more than 16 inches on center or support more than a roof and ceiling, or exceed 8 feet in height for exterior walls and
           load-bearing walls or 10 feet for interior nonload-bearing walls.

         518                                                                    2018 INTERNATIONAL BUILDING CODE  ®
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