Page 199 - ICC IEBC 2018
P. 199

RESOURCE A


                                                       FIGURE 1.1.3
                                                     MASONRY WALLS
                                                  6″ TO LESS THAN 8″ THICK
                  NUMBER OF
                  ASSEMBLIES

                   10
                                                    66
                                              65    64                     The number in each box is
                                                                           keyed to the last number in the
                                                                           Item Code column in the Table.
                                              58    62
                                                                           For example:
                           26       48 53     34    55                             W-6-M-63

                           25       41 49     50    52
                    5
                           21    29 39 43     44    36

                           12    28 31 42     16    35           61    63
                           10  22  27 30 40   15    34    57     46    56          60

                           9  13  23 24 32  59  8   33    51     45    20          38           47
                       11  2  3  14  4  8a  5  7    6     18     17    19          37           1
                    0
                      0            1            2           3            4            5           6
                                               FIRE RESISTANCE RATING (HOURS)
                                                        TABLE 1.1.3
                                                     MASONRY WALLS
                                                  6″ TO LESS THAN 8″ THICK
                                                                  PERFORMANCE  REFERENCE NUMBER
                                                                                                           REC.
           ITEM CODE  THICKNESS        CONSTRUCTION DETAILS                    PRE-        POST-  NOTES
                                                                   LOAD  TIME       BMS-92                HOURS
                                                                              BMS-92      BMS-92
                              Core: 5″ thick, solid gypsum blocks laid in 1:3
                                                1
         W-6-M-1         6″   sanded gypsum mortar;  / ″ of 1:3 sanded    N/A  6 hrs.      1                6
                                                 2
                              gypsum plaster facings on both sides.
         W-6-M-2         6″   6″ clay tile; Ohio fire clay; single cell thick; No   N/A 17 min.          2  1, 3, 4, 6, 55  1 /
                              plaster; Design “C,” Construction “A.”                                         4
         W-6-M-3         6″   6″ clay tile; Illinois surface clay; double cell   N/A 45 min.          2  1-4, 7, 55  3 /
                              thick; No plaster; Design “E,” Construction “C.”                               4
         W-6-M-4         6″   6″ clay  tile; New Jersey  fire clay;  double cell   N/A  1 hr.           2  1-4, 8, 55  1
                              thick; No plaster; Design “E,” Construction “S.”  1 min.
                              6″ clay tile; Illinois surface clay; double cell   1 hr.
                         1
                                                                                                            2
                                          5
         W-7-M-5        7 / ″  thick; Plaster:  / ″—1:3 sanded gypsum both   N/A  41 min.          2  1-4, 55  1 / 3
                                           8
                          4
                              faces; Design “E,” Construction “A.”
                              6″ clay  tile; New Jersey  fire clay;  double cell   2 hrs.
                                          5
                                                                                                            1
                         1
         W-7-M-6        7 / ″  thick; Plaster:  / ″—1:3 sanded gypsum both   N/A  23 min.          2  1-4, 9, 55  2 / 3
                                           8
                          4
                              faces; Design “E,” Construction “S.”
                              6″  clay tile; Ohio  fire clay; single  cell thick;   1 hr.
                                     5
                         1
                                                                                                            3
         W-7-M-7        7 / ″  Plaster:  / ″ sanded gypsum; 1:3 both faces;  N/A  54 min.          2  1-4, 9, 55  2 / 4
                          4
                                      8
                              Design “C,” Construction “A.”
                              6″ clay tile; Illinois  surface clay; single cell                  1, 3, 4, 9,
                         1
                                         5
         W-7-M-8        7 / ″  thick; Plaster:  / ″ sanded gypsum 1:3 both faces;  N/A  2 hrs.          2  10, 55  2
                          4
                                          8
                              Design “C,” Construction “S.”
                              6″ clay tile; Illinois  surface clay; single cell   1 hr.          1-4, 9, 10,
                                                                                                            3
                                         5
                         1
         W-7-M-8a       7 / ″  thick; Plaster:  / ″ sanded gypsum 1:3 both faces;  N/A  23 min          2  55  1 / 4
                                          8
                          4
                              Design “C,” Construction “E.”
                                                        (continued)
         180                                                            2018 INTERNATIONAL EXISTING BUILDING CODE  ®
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