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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