Page 223 - ICC IEBC 2018
P. 223

RESOURCE A


                                                   TABLE 1.1.7—continued
                                                     MASONRY WALLS
                                                    14″ OR MORE THICK
                                                             PERFORMANCE      REFERENCE NUMBER
                                                                                                          REC.
          ITEM CODE THICKNESS      CONSTRUCTION DETAILS                    PRE-                    NOTES
                                                              LOAD  TIME         BMS-92  POST-BMS-92     HOURS
                                                                          BMS-92
         W-16-M-10    16″   Core: clay or shale structural tile; see Notes   80 psi  9 hrs.      1      1, 20  9
                            4, 8, 15, 18; No facings.
         W-16-M-11    16″   Core: clay or shale structural tile; see Notes   80 psi  6 hrs.      1      1, 20  6
                            3, 7, 14, 18; No facings.
         W-16-M-12    16″   Core: clay or shale structural tile; see Notes   80 psi 10 hrs.      1      1, 20  10
                            4, 8, 16, 18; No facings.
         W-16-M-13    16″   Core: clay or shale structural tile; see Notes   80 psi  7 hrs.      1      1, 20  7
                            4, 6, 16, 19; No facings.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-14   16 / ″  4, 7, 9, 18; Facings: side 1, see Note 17; side   80 psi  6 hrs.      1      1, 20  6
                        8
                            2, none.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-15   16 / ″  4, 7, 9, 19; Facings: fire side only; see Note   80 psi  5 hrs.      1      1, 20  5
                        8
                            17.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-16   16 / ″  4, 7, 10, 18; Facings: side 1, see Note 17;  80 psi  7 hrs.      1      1, 20  7
                        8
                            side 2, none.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-17   16 / ″  4, 7, 10, 19; Facings: fire side only; see Note   80 psi  5 hrs.      1      1, 20  5
                        8
                            17.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-18   16 / ″  4, 7, 11, 18; Facings: side 1, see Note 17;  80 psi  5 hrs.      1      1, 20  5
                        8
                            side 2, none.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-19   16 / ″  4, 7, 11, 19; Facings: fire side only; see Note   80 psi  6 hrs.      1      1, 20  6
                        8
                            17.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-20   16 / ″  4, 8, 13, 18; Facings: sides 1 and 2; see Note   80 psi 11 hrs.      1      1, 20  11
                        8
                            17.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-21   16 / ″  4, 8, 13 18; Facings: side 1, see Note 17; side   80 psi  9 hrs.      1      1, 20  9
                        8
                            2, none.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-22   16 / ″  4, 8, 13, 19; Facings: fire side only; see Note   80 psi  6 hrs.      1      1, 20  6
                        8
                            17.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-23   16 / ″  4, 8, 15, 18; Facings: side 1, see Note 17;  80 psi 10 hrs.      1      1, 20  10
                        8
                            side 2, none.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-24   16 / ″  4, 8, 15, 19; Facings: fire side only; see Note   80 psi  7 hrs.      1      1, 20  7
                        8
                            17.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-25   16 / ″  4, 6, 16, 18; Facings: side 1, see Note 17;  80 psi 11 hrs.      1      1, 20  11
                        8
                            side 2, none.
                            Core: clay or shale structural tile; see Notes
                       5
         W-16-M-26   16 / ″  4, 6, 16, 19; Facings: fire side only; see Note   80 psi  8 hrs.      1      1, 20  8
                        8
                            17.
                                                       (continued)
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