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| Estimated Fire-Resistance Ratings Concrete Masonry Walls |
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| Wall
or Partition Assembly |
Members Framed Into Wall or Partition None or Noncombustible |
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| Concrete Masonry Units | 4-Hr. | 3-Hr. | 2-Hr. | 1-Hr. |
| Expanded Slag or Pumice Aggregates | 4.7 | 4.0 | 3.2 | 2.1 |
| Expanded Clay or Shale Aggregates | 5.7 | 4.8 | 3.8 | 2.6 |
| Limestone, Cinders, or Unexpanded Slag Aggregates | 5.9 | 5.0 | 4.0 | 2.7 |
| Expanded Shale, Clay or Slate Aggregates (Rotary Kiln Process) | 5.35 | 4.50 | 3.95 | 2.6 |
| Calcareous Gravel Aggregates | 6.2 | 5.3 | 4.2 | 2.8 |
| Siliceous Gravel Aggregates | 6.7 | 5.7 | 4.5 | 3.0 |
| Note
(a): Where combustible members are framed into the wall, the wall must be of such
thickness or be so constructed that the thickness of solid material between the end of
each member and opposite face of the wall, or between members set from opposite sides,
will not be less than 93% of the thickness shown in table. Note (b): The minimum nominal thickness of loadbearing concrete masonry walls (not including thickness of plaster) shall be not less than 6" for single wythe walls and not less than 10" (two 4" wythes plus 2" air space) for cavity walls. For more information check local codes. |
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