Page 396 - 2018_IRC
P. 396

WALL COVERING



             R603.9.5 for wall bracing requirements for masonry veneer  wood or cold-formed steel floors that are designed to sup-
             for cold-formed steel construction.                     port the loads imposed.
               Exceptions:                                           R703.8.2  Exterior  veneer  support.  Except  in  Seismic
                  1. For  buildings  in  Seismic  Design  Categories  A,  B  Design  Categories  D ,  D   and  D ,  exterior  masonry
                                                                                       0
                                                                                                  2
                                                                                           1
                    and C, exterior stone or masonry veneer, as speci-  veneers  having  an  installed  weight  of  40  pounds  per
                                                                                       2
                    fied in Table R703.8(1), with a backing of wood or  square foot (195 kg/m ) or less shall be permitted to be
                    steel framing shall be permitted to the height speci-  supported  on  wood  or  cold-formed  steel  construction.
                    fied  in  Table  R703.8(1)  above  a  noncombustible  Where masonry veneer supported by wood or cold-formed
                    foundation.                                      steel  construction  adjoins  masonry  veneer  supported  by
                                                                     the foundation, there shall be a movement joint between
                  2. For detached one- or two-family dwellings in Seis-  the  veneer  supported  by  the  wood  or  cold-formed  steel
                    mic Design Categories D , D  and D , exterior stone  construction and the veneer supported by the foundation.
                                        0
                                            1
                                                  2
                    or masonry veneer, as specified in Table R703.8(2),  The wood or cold-formed steel construction supporting the
                    with a backing of wood framing shall be permitted  masonry veneer shall be designed to limit the deflection to
                    to the height specified in Table R703.8(2) above a  1 /  of the span for the supporting members. The design of
                                                                      600
                    noncombustible foundation.                       the wood or cold-formed steel construction shall consider
               R703.8.1 Interior veneer support. Veneers used as inte-  the weight of the veneer and any other loads.
               rior  wall  finishes  shall  be  permitted  to  be  supported  on





                                                   SEALANT

                                      FLASHING AND WEEPHOLES a


                                                                              WALLBOARD



                                            MASONRY VENEER                    WATER-RESISTIVE
                                                                              BARRIER b




                                                METAL TIE b

                                      WATER-RESISTIVE BARRIER b

                                         1-IN. AIRSPACE OR
                                         1-IN. GROUTED SPACE c                 SHEATHING

                                            MASONRY VENEER
                                         FLASHING WEEPHOLES a
                                                                                ANCHOR BOLT

                                                                               GROUTED FULL





             For SI:  1 inch = 24.5 mm.
                                                          FIGURE R703.8
                                              TYPICAL MASONRY VENEER WALL DETAILS e
                                                            (continued)

             2018 INTERNATIONAL RESIDENTIAL CODE ®                                                               371
  Copyrighted © 2017 by, or licensed to, ICC (ALL RIGHTS RESERVED); licensed to UL, LLC pursuant to License Agreement with ICC. No further reproductions authorized or distribution authorized.
  ANY UNAUTHROIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT; AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER.
   391   392   393   394   395   396   397   398   399   400   401