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Footing remote from slab

This is the most complex of the three footing slab options. It is best suited to sloping sites. It can only be constructed on Class A and Class S sites. The soil must have a minimum bearing capacity of 50 kPa.

The concrete slab is supported by controlled fill. The controlled fill is, in turn, restrained by the external walls which must be strong enough to contain the fill.

Diagram of a section of concrete slab that has a remote footing.

Footing remote from slab