Mortar Use Table
Mortar Use Table 9.20.3.2.A.Mortar Use Forming Part of Sentence 9.20.3.2.(1) Table 9.20.3.2A. Ontario Regulation 332/12 Building Code, Information published by oncodes.ca for educational purposes only.
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Notches or beam pockets in foundation walls
Notches or beam pockets in foundation walls Boxes that will form notches for the ends of floor beams would also be inserted into the foundation formwork prior to pouring the concrete (Figure 39). Treat wood beams abutting concrete below grade with preservative to prevent decay, or leave at least 12 mm (1⁄2 in.) of clearance […]
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Openings in Loadbearing Flat Insulating Concrete Form Walls
Openings in Loadbearing Flat Insulating Concrete Form Walls (1) No openings shall occur within 1.2 m of interior and exterior corners of exterior loadbearing flat insulating concrete form walls. (2) In loadbearing flat insulating concrete form walls, lintels shall be provided over all openings wider than 900 mm. (3) Lintels described in Sentence (2) shall be […]
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Openings in Non-Loadbearing Flat Insulating Concrete Form Walls
(1) No openings shall occur within 1.2 m of interior and exterior corners of exterior non-loadbearing flat insulating concrete form walls. (2) Portions of walls over openings in non-loadbearing flat insulating concrete form walls shall have a minimum depth of concrete of not less than 200 mm over the width of the opening. (3) Openings more […]
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Permafrost
Permafrost (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. Article 9.15.1.2 Ontario Regulation 332/12 Building Code, Information published by oncodes.ca for educational purposes only.
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Pier Type Foundations
Pier Type Foundations (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 […]
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Piers
Piers (1) Where anchor bolts are to be placed in the top of a masonry pier, the pier shall conform to the requirements of Sentence 9.15.2.3.(4) and shall be capped with concrete or reinforced masonry not less than 200 mm thick. Article 9.20.11.6 Ontario Regulation 332/12 Building Code, Information published by oncodes.ca for educational purposes […]
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