9.15.1.

(1) Except as provided in Articles 9.15.1.2. and 9.15.1.3., this Section applies to,

(a) concrete or unit masonry foundation walls and concrete footings not subject to surcharge,

(i) on stable soils with an allowable bearing pressure of 75 kPa or greater, and

(ii) for buildings of wood frame or masonry construction,

(b) wood frame foundation walls and wood or concrete footings not subject to surcharge,

(i) on stable soils with an allowable bearing pressure of 75 kPa or greater, and

(ii) for buildings of wood frame construction, and

(c) flat insulating concrete form foundation walls and concrete footings not subject to surcharge,

(i) on stable soils with an allowable bearing pressure of 100 kPa or greater, and

(ii) for buildings of light frame or flat insulated concrete form construction that are not more than 2 storeys in building height, with a maximum floor to floor height of 3 m, and containing only a single dwelling unit.

(2) Foundations for applications other than as described in Sentence (1) shall be designed in accordance with Section 9.4.

(3) Where a foundation is erected on filled ground, peat or sensitive clay, the footing sizes shall be designed in conformance with Section 4.2.

(4) For the purpose of Sentence (3), sensitive clay means the grain size of the majority of the particles is smaller than 0.002 mm, including leda clay.

(1) Buildings erected on permafrost shall have foundations designed by a designer competent in this field in accordance with the appropriate requirements of Part 4.

(1) Where the superstructure of a detached building conforms to the requirements of the deformation resistance test in CAN/CSA-Z240.2.1, “Structural Requirements for Mobile Homes”, the foundation shall be constructed in conformance with,

(a) the remainder of this Section, or

(b) CSA Z240.10.1, “Site Preparation, Foundation, and Anchorage of Mobile Homes”.