High Water Table

High Water Table (1)  Where a foundation bears on gravel, sand or silt, and the water table is within a distance below the bearing surface equal to the width of the foundation, the allowable bearing pressure shall be 50% of that determined in Article 9.4.4.1. Article 9.4.4.3 Ontario Regulation 332/12 Building Code,   Information published by […]
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Installation of Granular Material

Installation of Granular Material (1)  Granular material described in Article 9.14.4.1. shall be laid on undisturbed or compacted soil to a minimum depth of not less than 125 mm beneath the footing of the building and extend not less than 300 mm beyond the outside edge of the footings. Article 9.14.4.2 Ontario Regulation 332/12 Building Code, […]
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Insulating Concrete Form Foundation

Insulating Concrete Form Foundation Insulating concrete form (ICF) foundations are made up of two polystyrene faces held apart by permanent plastic or metal spacers and are being used increasingly in Canada. When concrete is poured into the space between the polystyrene faces, they provide both permanent formwork and insulation for the concrete wall. The polystyrene […]
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Insulating Concrete Form Foundations

Insulating Concrete Form Foundations Insulating concrete form (ICF) walls are concrete walls cast in polystyrene forms that remain in place after the concrete has cured (Figure 17). Most ICF walls are “flat” ICF walls, which means that the concrete is of uniform thickness over the width and height of the wall. The NBC requires that […]
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Interior Insulation

Interior Insulation Foundation walls may be insulated on their interior surfaces. Framing materials should be separated from a concrete wall by dampproofing materials. Polyethylene should not be used for this purpose with new concrete walls because it does not allow the drying of moisture escaping from the concrete. Building paper protects the framing and insulation […]
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Lateral Support of Foundation Wall

Lateral Support of Foundation Wall (1)  Where the height of foundation wall is such that lateral support is required, or where the required concrete strength of the wall has not been reached, the wall shall be braced or laterally supported before backfilling.\ Article 9.12.3.4 Ontario Regulation 332/12 Building Code,   Information published by oncodes.ca for educational […]
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Laying Temperature of Mortar and Masonry

Laying Temperature of Mortar and Masonry (1)  Mortar and masonry shall be maintained at a temperature not below 5°C during installation and for not less than 48 h after installation. (2)  No frozen material shall be used in the mortar mix. Article 9.20.14.1 Ontario Regulation 332/12 Building Code,   Information published by oncodes.ca for educational purposes only.
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