Page 209 - ICC IEBC 2018
P. 209

RESOURCE A



                                                   TABLE 1.1.4—continued
                                                     MASONRY WALLS
                                                 8″ TO LESS THAN 10″ THICK
                                                                      PERFORMANCE  REFERENCE NUMBER
                                                                                                           REC.
           ITEM CODE  THICKNESS         CONSTRUCTION DETAILS                       PRE-       POST-  NOTES
                                                                      LOAD   TIME       BMS-92            HOURS
                                                                                  BMS-92      BMS-92
         W-8-M-80       8″    Cored concrete masonry; see Notes 2, 18, 26, 36, 41;   80 psi  3 hrs.      1      1, 20  3
                              No facings.
         W-8-M-81       8″    Cored concrete masonry; see Notes 2, 19, 26, 34, 41;   80 psi  1 hr.      1      1, 20  1
                              No facings.
                                                                                                            1
         W-8-M-82       8″    Cored concrete masonry; see Notes 2, 18, 26, 34, 41;   80 psi  2 hrs.      1      1, 20  2 /
                              No facings.                                   30 min.                          2
         W-8-M-83       8″    Cored concrete masonry; see Notes 2, 19, 26, 29, 41;   80 psi 45 min.      1      1, 20  3 /
                              No facings.                                                                    4
         W-8-M-84       8″    Cored concrete masonry; see Notes 2, 18, 26, 29, 41;   80 psi  2 hrs.      1      1, 20  2
                              No facings.

                        1
         W-8-M-85      8 / ″  Cored concrete masonry; see Notes 3, 18, 26, 34, 41;   80 psi  4 hrs.      1      1, 20  4
                                     1
                         2
                              Facings: 2 / ″ brick.
                                      4
         W-8-M-86       8″    Cored concrete masonry; see Notes 3, 18, 26, 34, 41;   80 psi  5 hrs.      1      1, 20  5
                                     3
                              Facings: 3 / ″ brick face.
                                      4
         W-8-M-87       8″    Cored concrete masonry; see Notes 2, 19, 26, 30, 43;   80 psi 12 min.      1      1, 20  1 /
                              No facings.                                                                    5
         W-8-M-88       8″    Cored concrete masonry; see Notes 2, 18, 26, 30, 43;   80 psi 12 min.      1      1, 20  1 /
                              No facings.                                                                    5
                        1
         W-8-M-89      8 / ″  Cored concrete masonry; see Notes 2, 19, 26, 34, 40;   80 psi  2 hrs.      1      1, 20  2
                         2    Facings: fire side only; see Note 38.
                        1
         W-8-M-90      8 / ″  Cored concrete masonry; see Notes 2, 18, 26, 34, 40;   80 psi  5 hrs.      1      1, 20  5
                         2    Facings: side 1; see Note 38.
                                                                             1 hr.
                        1
                                                                                                            3
         W-8-M-91      8 / ″  Cored concrete masonry; see Notes 2, 19, 26, 31, 40;   80 psi  45 min.      1      1, 20  1 / 4
                         2
                              Facings: fire side only; see Note 38.
                        1
         W-8-M-92      8 / ″  Cored concrete masonry; see Notes 2, 18, 26, 31, 40;   80 psi  4 hrs.      1      1, 20  4
                         2    Facings: one side; see Note 38.
                        1
         W-8-M-93      8 / ″  Cored concrete masonry; see Notes 2, 19, 26, 36, 41;   80 psi  2 hrs.      1      1, 20  2
                         2    Facings: fire side only; see Note 38.
                        1
         W-8-M-94      8 / ″  Cored concrete masonry; see Notes 2, 18, 26, 36, 41;   80 psi  4 hrs.      1      1, 20  4
                         2
                              Facings: fire side only; see Note 38.
                                                                                                            1
                        1
         W-8-M-95      8 / ″  Cored concrete masonry; see Notes 2, 19, 26, 34, 41;   80 psi  1 hr.      1      1, 20  1 /
                         2    Facings: fire side only; see Note 38.         30 min.                          2
                        1
         W-8-M-96      8 / ″  Cored concrete masonry; see Notes 2, 18, 26, 34, 41;   80 psi  3 hrs.              1, 20  3
                         2    Facings: one side; see Note 38.
                                                                             1 hr.
                        1
                                                                                                            1
         W-8-M-97      8 / ″  Cored concrete masonry; see Notes 2, 19, 26, 29, 41;   80 psi  30 min.      1      1, 20  1 / 2
                         2
                              Facings: fire side only; see Note 38.
                                                                                                            1
                        1
         W-8-M-98      8 / ″  Cored concrete masonry; see Notes 2, 18, 26, 29, 41;   80 psi  2 hrs.      1      1, 20  2 /
                         2    Facings: one side; see Note 38.               30 min.                          2
                                                                                                            1
                        1
         W-8-M-99      8 / ″  Cored concrete masonry; see Notes 3, 19, 23, 27, 41;   80 psi  1 hr.      1      1, 20  1 /
                         2    No facings.                                   15 min.                          4
                                                        (continued)


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