Page 200 - ICC IEBC 2018

RESOURCE A

TABLE 1.1.3—continued
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: structural clay tile; see Notes 12, 16, 20; 3, 5,
W-6-M-9 6″ N/A 20 min. 1 1 /
No facings. 24 3
Core: structural clay tile; see Notes 12, 17, 20; 3, 5,
W-6-M-10 6″ N/A 25 min. 1 1 /
No facings. 24 3
Core: structural clay tile; see Notes 12, 16, 19; 3, 5,
W-6-M-11 6″ N/A 15 min. 1 1 /
No facings. 24 4
Core: structural clay tile; see Notes 12, 17, 19; 3, 5,
W-6-M-12 6″ N/A 20 min. 1 1 /
No facings. 24 3
Core: structural clay tile; see Notes 13, 16, 22; 3, 5,
W-6-M-13 6″ N/A 45 min. 1 3 /
No facings. 24 4
Core: structural clay tile; see Notes 13, 17, 22; 3, 5,
W-6-M-14 6″ N/A 1 hr. 1 1
No facings. 24
Core: structural clay tile; see Notes 15, 17, 19; 3, 5,
W-6-M-15 6″ N/A 2 hrs. 1 2
No facings. 24
Core: structural clay tile; see Notes 15, 16, 19; 3, 5,
W-6-M-16 6″ N/A 2 hrs. 1 2
No facings. 24
1
W-6-M-17 6″ Cored concrete masonry; see Notes 12, 34, 36, 38, 80 psi 3 hrs. 30 1 5, 25 3 /
41; No facings. min. 2
W-6-M-18 6″ Cored concrete masonry; see Notes 12, 33, 36, 38, 80 psi 3 hrs. 1 5, 25 3
41; No facings.
1
W-6-M-19 6 / ″ Cored concrete masonry; see Notes 12, 34, 36, 38, 80 psi 4 hrs. 1 5, 25 4
2
41; Facings: side 1; see Note 35.
1
W-6-M-20 6 / ″ Cored concrete masonry; see Notes 12, 33, 36, 38, 80 psi 4 hrs. 1 5, 25 4
41; Facings: side 1; see Note 35.
2
5
W-6-M-21 6 / ″ Core: structural clay tile; see Notes 12, 16, 20; N/A 30 min. 1 3, 5, 1 /
8 2
Facings: unexposed face only; see Note 18. 24
5
W-6-M-22 6 / ″ Core: structural clay tile; see Notes 12, 17, 20; N/A 40 min. 1 3, 5, 2 /
8 3
Facings: unexposed face only; see Note 18. 24
5
W-6-M-23 6 / ″ Core: structural clay tile; see Notes 12, 16, 20; N/A 1 hr. 1 3, 5, 1
8
Facings: exposed face only; see Note 18. 24
5
W-6-M-24 6 / ″ Core: structural clay tile; see Notes 12, 17, 20; N/A 1 hr. 1 3, 5, 1
8
Facings: exposed face only; see Note 18. 5 min. 24
5
W-6-M-25 6 / ″ Core: structural clay tile; see Notes 12, 16, 19; N/A 25 min. 1 3, 5, 1 /
8 3
Facings: unexposed side only; see Note 18. 24
Core: structural clay tile; see Notes 12, 7, 19; 3, 5,
5
W-6-M-26 6 / ″ N/A 30 min. 1 1 /
8 2
Facings: unexposed face only; see Note 18. 24
5
W-6-M-27 6 / ″ Core: structural clay tile; see Notes 12, 16, 19; N/A 1 hr. 1 3, 5, 1
Facings: exposed side only; see Note 18. 24
8
5
W-6-M-28 6 / ″ Core: structural clay tile; see Notes 12, 17, 19; N/A 1 hr. 1 3, 5, 1
Facings: fire side only; see Note 18. 24
8
5
W-6-M-29 6 / ″ Core: structural clay tile; see Notes 13, 16, 22; N/A 1 hr. 1 3, 5, 1
8
Facings: unexposed side only; see Note 18. 24
1
5
W-6-M-30 6 / ″ Core: structural clay tile; see Notes 13, 17, 22; N/A 1 hr. 1 3, 5, 1 /
Facings: unexposed side only; see Note 18. 15 min. 24
8 4
1
5
W-6-M-31 6 / ″ Core: structural clay tile; see Notes 13, 16, 22; N/A 1 hr. 1 3, 5, 1 /
Facings: fire side only; see Note 18. 15 min. 24
8 4
5
1
W-6-M-32 6 / ″ Core: structural clay tile; see Notes 13, 17, 22; N/A 1 hr. 1 3, 5, 1 /
8 2
Facings: fire side only; see Note 18. 30 min. 24
(continued)
2018 INTERNATIONAL EXISTING BUILDING CODE ® 181
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