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BUILDING PLANNING



                                  CHECK FOR OBSTRUCTION IN ACCORDANCE
                                  WITH SECTION R301.2.1.5 IF DISTANCE IS
                                  LESS THAN 100 H, OR 2 MILES





                                         UPWIND TOPOGRAPHIC                          ESCARPMENT
                                         FEATURE
                                                                                                     H

                                                                                     RIDGE OR HILL




                           H = HEIGHT OF EQUIPMENT
                                                       FIGURE R301.2.1.5.1(3)
                                                      UPWIND OBSTRUCTION

                    In these designated areas, topographic wind effects  R301.2.2  Seismic  provisions.  Buildings  in  Seismic
                  shall apply only to buildings sited on the top half of an  Design Categories C, D , D , and D  shall be constructed
                                                                                                  2
                                                                                           1
                                                                                        0
                  isolated hill, ridge or escarpment where all of the fol-  in  accordance  with  the  requirements  of  this  section  and
                  lowing conditions exist:                           other seismic requirements of this code. The seismic pro-
                    1. The average slope of the top half of the hill, ridge  visions of this code shall apply as follows:
                       or escarpment is 10 percent or greater.         1. Townhouses in Seismic Design Categories C, D , D 1
                                                                                                                0
                    2. The hill, ridge or escarpment is 60 feet (18 288  and D .
                                                                              2
                       mm) or greater in height for Exposure B, 30 feet  2. Detached one- and two-family dwellings in Seismic
                       (9144 mm) or greater in height for Exposure C,    Design Categories, D , D  and D .
                                                                                                    2
                                                                                           0
                                                                                              1
                       and 15 feet (4572 mm) or  greater in height for  Buildings  in  Seismic  Design  Category  E  shall  be
                       Exposure D.                                   designed  to  resist  seismic  loads  in  accordance  with  the
                    3. The hill, ridge or escarpment is isolated or unob-  International Building  Code,  except  where  the  seismic
                       structed by other topographic features of similar  design category is reclassified to a lower seismic design
                       height in the upwind direction for a distance mea-  category in accordance with Section R301.2.2.1. Compo-
                       sured from its high point of 100 times its height  nents  of  buildings  not  required  to  be  designed  to  resist
                       or 2 miles (3.2 km), whichever is less. See Figure  seismic loads shall be constructed in accordance with the
                       R301.2.1.5.1(3) for upwind obstruction.       provisions of this code.
                    4. The hill, ridge or escarpment protrudes by a fac-  R301.2.2.1  Determination  of  seismic  design  cate-
                       tor  of  two  or  more  above  the  height  of  other  gory. Buildings shall be assigned a seismic design cate-
                       upwind topographic features located in any quad-  gory in accordance with Figure R301.2(2).
                       rant within a radius of 2 miles (3.2 km) measured  R301.2.2.1.1  Alternate  determination  of  seismic
                       from its high point.                              design category. The seismic design categories and
                    R301.2.1.5.1 Simplified topographic wind speed-      corresponding short-period design spectral response
                    up method. As an alternative to the ASCE 7 topo-     accelerations,  S ,  shown  in  Figure  R301.2(2),  are
                                                                                      DS
                    graphic wind provisions, the provisions of Section   based  on  soil  Site  Class  D,  used  as  an  assumed
                    R301.2.1.5.1 shall be permitted to be used to design  default, as defined in Section 1613.2.2 of the Interna-
                    for wind speed-up effects, where required by Sec-    tional Building Code.  If  soil  conditions  are  deter-
                    tion R301.2.1.5.                                     mined by the building official to be Site Class A, B,
                       Structures  located  on  the  top  half  of  isolated  or D, the seismic design category and short-period
                    hills, ridges or escarpments meeting the conditions  design spectral response accelerations, S , for a site
                                                                                                          DS
                    of  Section  R301.2.1.5  shall  be  designed  for  an  shall be allowed to be determined in accordance with
                    increased basic wind speed as determined by Table    Figure R301.2(3), or Section 1613.2 of the Interna-
                    R301.2.1.5.1. On the high side of an escarpment, the  tional Building Code. The value of S  determined in
                                                                                                      DS
                    increased basic wind speed shall extend horizontally  accordance with Section 1613.2 of the International
                    downwind  from  the  edge  of  the  escarpment  1.5  Building Code is permitted to be used to set the seis-
                    times  the  horizontal  length  of  the  upwind  slope  mic  design  category  in  accordance  with  Table
                    (1.5L) or 6 times the height of the escarpment (6H),  R301.2.2.1.1, and to  interpolate  between  values  in
                    whichever is greater. See Figure R301.2.1.5.1(2) for  Tables R602.10.3(3), R603.9.2(1) and other seismic
                    where wind speed increase is applied.                design requirements of this code.


             2018 INTERNATIONAL RESIDENTIAL CODE ®                                                                53
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