Page 151 - ICC IEBC 2018
P. 151

APPENDIX C



         than three framing members, and extend not less than 6 feet   existing and added studs shall be not greater  than 24
         (183 cm) measured perpendicularly from the gable end plus   inches (64 mm). Additional gable end wall studs shall not
          1
         2 /  inches (64 mm) beyond the last top chord or bottom   be required at locations where their length would be 3 feet
           2
         chord member (rafter or ceiling joist) from the gable end as   (914 mm) or less. Each end of each required new stud
         shown in  Figures C104.2(1), C104.2(2), C104.2(3) and   shall be attached to the existing roofing framing members
         C104.2(4).                                              (truss top chord or rafter and truss bottom chord or ceiling
           [BS] C104.2.1 Existing gable end studs. If the spacing of   joist) using not fewer than two 3-inch (76 mm) toenail fas-
           existing vertical gable end studs is greater than 24 inches   teners (#8 wood screws or 10d nails) and a metal connec-
           (64 mm), a new stud and corresponding horizontal braces   tor with minimum uplift capacity of 175 pounds (778 N),
                                                                                                  1
           shall be installed such that the maximum spacing between   or nail plates with not fewer than four 1 / -inch-long (32
                                                                                                   4
                                                                 mm) fasteners (No. 8 wood screws or 8d nails).






























                                                    [BS] FIGURE C104.1
                                          BASIC GABLE END RETROFIT METHODOLOGY

                                                     [BS] TABLE C104.2
                              STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
              EXPOSURE      MAXIMUM 3-SEC GUST                                                  b
             CATEGORY        BASIC WIND SPEED a              MAXIMUM HEIGHT OF GABLE END RETROFIT STUD
         C                         140               8'-0"           11'-3"           14'-9"          16'-0"
         C                         150               7'-6"           10'-6"           13'-6"          16'-0"
         C                         165               7'-0"           10'-0"           12'-3"          16'-0"
         C                         180               7'-0"           10'-0"           12'-3"          16'-0"
         C                         190               6'-6"            8'-9"           11'-0"          16'-0"
         B                         140               8'-0"           12'-3"           16'-0"           NR c
         B                         150               8'-0"           11'-3"           14'-9"          16'-0"
         B                         165               8'-0"           11'-3"           14'-9"          16'-0"
         B                         180               7'-6"           10'-6"           13'-6"          16'-0"
         B                         190               7'-0"           10'-0"           12'-3"          16'-0"
                            Retrofit Configuration    A                B                C               D
         For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
         NR = Not Required.
         a. Interpolation between given wind speeds is not permitted.
         b. Existing gable end studs less than or equal to 3 feet 0 inches in height shall not require retrofitting.
         c. Configuration C is acceptable to 16 feet 0 inches maximum height.


         132                                                            2018 INTERNATIONAL EXISTING BUILDING CODE  ®
  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.
   146   147   148   149   150   151   152   153   154   155   156