(1)
Where pier type foundations are used, the piers shall be designed to support the applied loads from the superstructure.
(2)
Where piers are used as a foundation system in a building of 1 storey in building height, the piers shall be installed to support the principal framing members and shall be spaced not more than 3.5 m apart along the framing, unless the piers and their footings are designed for larger spacings.
(3)
The height of piers described in Sentence (2) shall not exceed 3 times their least dimension at the base of the pier.