Maximum Deflections
Table 9.4.3.1.Maximum Deflections Forming Part of Sentence 9.4.3.1.(1) Table 9.4.3.1 Ontario Regulation 332/12 Building Code, Information published by oncodes.ca for educational purposes only.
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Maximum Roof Truss Deflections
Maximum Roof Truss Deflections Table 9.23.13.11. Forming Part of Sentence 9.23.13.11.(1) Table 9.23.13.11. Ontario Regulation 332/12 Building Code, Information published by oncodes.ca for educational purposes only.
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Maximum Spans for Built-up Ridge Beams and Lintels Supporting
Maximum Spans for Built-up Ridge Beams and Lintels Supporting the Roof and Ceiling Only – No. 1 or No. 2 Grade Table A-12 Forming Part of Sentences 9.23.4.2.(4), 9.23.12.3.(1) and (3), 9.23.13.8.(2) and 9.37.3.1.(1) Notes to Table A-12: (1) Beam and lintel spans are calculated based on a maximum supported length of 4.9 m. Spans may […]
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Maximum Spans for Douglas Fir – Larch Lintels – No. 1 or No. 2 Grade – Non-Structural Sheathing(1)
Maximum Spans for Douglas Fir – Larch Lintels – No. 1 or No. 2 Grade – Non-Structural Sheathing(1) Table A-13 Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1) Notes to Table A-13: (1) Where structural sheathing is used, lintel spans may be increased by 15%. Structural sheathing consists of a minimum 9.5 mm thick structural […]
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Maximum Spans for Glue-Laminated Floor Beams – 20f-E Grade(1)
Maximum Spans for Glue-Laminated Floor Beams – 20f-E Grade(1) Table A-11 Forming Part of Sentence 9.23.4.2.(3) Notes to Table A-11: (1) Spans apply only where the floors serve residential areas as described in Table 4.1.5.3., or the uniformly distributed live load on the floor does not exceed that specified for residential areas as described in Table […]
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Maximum Spans for Glued-Laminated Timber Lintels – 20f-E Stress Grade – Exterior Walls – Roof and Ceiling Load Only
Maximum Spans for Glued-Laminated Timber Lintels – 20f-E Stress Grade – Exterior Walls – Roof and Ceiling Load Only Table A-16 Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1) Notes to Table A-16: (1) Spans are valid for glued-laminated timber conforming to CAN/CSA-O122 and CSA O177. (2) Provide a minimum bearing length of 89 mm. (Alternatively, […]
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Maximum Spans for Hem – Fir Lintels – No. 1 or No. 2 Grade – Non-Structural Sheathing(1)
Maximum Spans for Hem – Fir Lintels – No. 1 or No. 2 Grade – Non-Structural Sheathing(1) Table A-14 Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1) Notes to Table A-14: (1) Where structural sheathing is used, lintel spans may be increased by 15%. Structural sheathing consists of a minimum 9.5 mm thick structural panel […]
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