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WALL CONSTRUCTION


                                                     TABLE R602.10.3(2)
                              WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
                                                                                 ADJUSTMENT
                                                                                   FACTOR a, b
             ITEM
            NUMBER   ADJUSTMENT BASED ON  STORY/SUPPORTING     CONDITION       [multiply length from   APPLICABLE METHODS
                                                                               Table R602.10.3(1) by
                                                                                   this factor]
                                                                  B                  1  .  0  0
                                            One-story             C                  1  .  2  0
                                            structure
                                                                  D                  1  .  5  0
                                                                  B                  1  .  0  0
                                           Two-story
              1        Exposure category d                        C                  1  .  3  0
                                            structure
                                                                  D                  1  .  6  0
                                                                  B                  1  .  0  0
                                           Three-story            C                  1  .  4  0
                                            structure
                                                                  D                  1  .  7  0
                                                                 ≤ 5 feet            0.70
                                                                10 feet              1.00
                                           Roof only
                                                                15 feet              1.30
                                                                20 feet              1.60
                                                                ≤ 5 feet             0.85
                       Roof eave-to-ridge                       10 feet              1.00
              2                           Roof + 1 floor                                           All methods
                           height                               15 feet              1.15
                                                                20 feet              1.30
                                                                ≤ 5 feet             0.90
                                                                10 feet              1.00
                                          Roof + 2 floors
                                                                15 feet              1.10
                                                                20 feet          Not permitted
                                                                 8 feet              0.90
                                                                 9 feet              0.95
                         Story height
              3                             Any story           10 feet              1.00
                       (Section R301.3)
                                                                11 feet              1.05
                                                                12 feet              1.10
                                                                  2                  1  .  0  0
                     Number of braced wall                        3                  1  .  3  0
              4         lines (per plan     Any story
                          direction) c                            4                  1  .  4  5
                                                                 ≥ 5                 1  .  6  0
                                                         Fastened to the end studs of
                      Additional 800-pound              each braced wall panel and to            DWB, WSP, SFB,
              5                           Top story only                             0.80
                        hold-down device                 the foundation or framing                PBS, PCP, HPS
                                                                below
                                                                                                 DWB, WSP, SFB,
                     Interior gypsum board               Omitted from inside face of
              6                             Any story                                1.40       PBS, PCP, HPS, CS-
                      finish (or equivalent)                braced wall panels
                                                                                               WSP, CS-G, CS-SFB
                                                         4 inches o.c. at panel edges,
                        Gypsum board                      including top and bottom
              7                             Any story                                0.7              GB
                          fastening                       plates, and all horizontal
                                                              joints blocked
              8       Horizontal blocking   Any story    Horizontal block is omitted  2.0         WSP, CS-WSP
         For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.48 N.
         a. Linear interpolation shall be permitted.
         b. The total adjustment factor is the product of all applicable adjustment factors.
         c. The adjustment factor is permitted to be 1.0 when determining bracing amounts for intermediate braced wall lines provided the bracing amounts on adjacent
           braced wall lines are based on a spacing and number that neglects the intermediate braced wall line.
         d. The same adjustment factor shall be applied to all braced wall lines on all floors of the structure, based on the worst-case exposure category.



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