9.16.

(1) This Section applies to floors that are supported on ground or granular fill and that do not provide structural support for the superstructure.

(1) Floors-on-ground that support loads from the superstructure shall be designed in conformance with Part 4.

(1) All spaces within dwelling units, except crawl spaces, shall be provided with a floor-on-ground, where,

(a) access is provided to the space, and

(b) a floor supported by the structure is not provided.

(1) Dampproofing and waterproofing shall conform to Section 9.13.

(1) Except as provided in Sentence (2), not less than 100 mm of coarse clean granular material containing not more than 10% of material that will pass a 4 mm sieve shall be placed beneath floors-on-ground.

(2) Granular material need not be installed under,

(a) slabs in garages, carports or accessory buildings, or

(b) buildings of industrial occupancy where the nature of the process contained in the occupancy permits or requires the use of large openings in the building envelope even during the winter.

(1) Material that is susceptible to changes in volume due to variations in moisture content or chemical-microbiological oxidation shall not be used as fill beneath floors-on-ground in a concentration that will damage the building to a degree that would adversely affect its stability or the performance of assemblies separating dissimilar environments.

(2) Material that is susceptible to changes in volume due to freezing shall not be used as fill beneath floors-on-ground that will be subjected to freezing temperatures.

(3) Except as provided in Sentence (4), fill beneath floors-on-ground shall be compacted.

(4) Fill beneath floors-on-ground need not be compacted where the material is clean coarse aggregate containing not more than 10% of material that will pass a 4 mm sieve.

(1) Except as provided in Article 9.16.3.2. or where it can be shown to be unnecessary, ingress of water underneath a floor-on-ground shall be prevented by grading or drainage.

(1) Where groundwater levels may cause hydrostatic pressure beneath a floor-on-ground, the floor-on-ground shall be,

(a) a cast-in-place concrete slab, and

(b) designed to resist such pressures.

(1) When floor drains are required, the floor surface shall be sloped so that no water can accumulate.

(1) The finished surface of concrete floor slabs shall be trowelled smooth and even.

(2) Dry cement shall not be added to the floor surfaces to absorb surplus water.

(1) Where a topping course is provided for a concrete floor slab, it shall consist of 1 part cement to 2.5 parts clean, well graded sand by volume, with a water/cement ratio approximately equal to that of the base slab.

(2) When concrete topping is provided it shall not be less than 20 mm thick.

(1) Concrete slabs shall be not less than 75 mm thick exclusive of concrete topping.

(1) A bond-breaking material shall be placed between the slab and footings or rock.

(1) Where dampproofing is not provided the concrete used for floors-on-ground shall have a compressive strength of not less than 25 MPa after 28 days.

(2) Where dampproofing is provided as described in Article 9.13.2.7., the concrete used for floors-on-ground shall have a compressive strength of not less than 15 MPa after 28 days.

(1) Floors-on-ground constructed of wood shall conform to CAN/CSA-S406, “Construction of Preserved Wood Foundations”.