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The allowable foundation and lateral pressures shall
not exceed the values set forth in Table 18-I-A
unless data to substantiate the use of higher values are submitted.
Table 18-I-A may be used for design
of foundations on rock or nonexpansive soil for Types II One-hour,
II-N and V buildings which do not exceed three stories in height
or for structures which have continuous footings having a load
of less than 2,000 pounds per lineal foot (29.2 kN/m) and isolated
footings with loads of less than 50,000 pounds (222.4 kN).
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