Div. B › Part 9 › 9.40 › 9.40.2 — Additional Construction

9.40.2.2 — Performance Level Evaluation and Compensating Construction

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(1) The performance level of a building after construction shall not be less than the performance level of the building prior to construction.
(2) For the purposes of Sentence (1), reduction of performance level shall be determined in accordance with Articles 11.4.2.1., 11.4.2.3. and 11.4.2.5.
(3) Where the proposed construction would reduce the performance level of an existing building, compensating construction shall be required in conformance with Articles 11.4.3.1., 11.4.3.2., 11.4.3.4. and 11.4.3.6.
(4) Section 11.5. applies in respect of the requirements of Sentences 11.4.3.4. (1), (3) and (4).
Tables & Figures referenced
Table A-1 : Maximum Spans for Floor Joists – General Cases(1) : Forming Part of Sentence 9.23.4.2.(1)
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Table A-2 : Maximum Spans for Floor Joists – Special Cases(1) : Forming Part of Sentence s 9.23.4.2.(1) and 9.23.4.4.(2)
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Table A-3 : Maximum Spans for Ceiling Joists – Attic not Accessible by a Stairway : Forming Part of Sentence 9.23.4.2.(1)
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Table A-4 : Maximum Spans for Roof Joists – Specified Roof Snow Loads 1.0 to 2.0 kPa : Forming Part of Sentence 9.23.4.2.(1)
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Table A-5 : Maximum Spans for Roof Joists – Specified Roof Snow Loads 2.5 and 3.0 kPa : Forming Part of Sentence 9.23.4.2.(1)
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Table A-6 : Maximum Spans for Roof Rafters – Specified Roof Snow Loads 1.0 to 2.0 kPa : Forming Part of Sentence 9.23.4.2.(1)
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Table A-7 : Maximum Spans for Roof Rafters – Specified Roof Snow Loads 2.5 and 3.0 kPa : Forming Part of Sentence 9.23.4.2.(1)
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Table A-8 : Maximum Spans for Built-up Floor Beams Supporting not more than One Floor(1)(2) : Forming Part of Sentence 9.23.4.2.(3)
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Table A-9 : Maximum Spans for Built-up Floor Beams Supporting not more than Two Floors(1)(2) : Forming Part of Sentence 9.23.4.2.(3)
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Table A-10 : Maximum Spans for Built-up Floor Beams Supporting not more than Three Floors(1)(2) : Forming Part of Sentence 9.23.4.2.(3)
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Table A-11 : Maximum Spans for Glue-Laminated Floor Beams – 20f-E Grade(1) : Forming Part of Sentence 9.23.4.2.(3)
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Table A-12 : Maximum Spans for Built-up Ridge Beams and Lintels Supporting the Roof and Ceiling Only – No. 1 or No. 2 Grade : 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)
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Table A-13 : Maximum Spans for Douglas Fir – Larch Lintels – No. 1 or No. 2 Grade – Non-Structural Sheathing(1) : Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)
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Table A-14 : Maximum Spans for Hem – Fir Lintels – No. 1 or No. 2 Grade – Non-Structural Sheathing(1) : Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)
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Table A-15 : Maximum Spans for Spruce – Pine – Fir Lintels – No. 1 or No. 2 Grade – Non-Structural Sheathing(1) : Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)
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Table A-16 : Maximum Spans for Glued-Laminated Timber Lintels – 20f-E Stress Grade – Exterior Walls – Roof and Ceiling Load Only : Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)
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Table A-17 : Maximum Allowable Clear Spans for Lintels in Flat Loadbearing Insulating Concrete Form (ICF) Walls(1)(2)(3) (1-10M Bottom Bar) : Forming Part of Sentence 9.20.17.4.(3)
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Table A-18 : Maximum Allowable Clear Spans for Lintels in Flat Loadbearing Insulating Concrete Form (ICF) Walls(1)(2)(3) (1-15M Bottom Bar) : Forming Part of Sentence 9.20.17.4.(3)
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Table A-19 : Maximum Allowable Clear Spans for Lintels in Flat Loadbearing Insulating Concrete Form (ICF) Walls(1)(2)(3) (2-15M Bottom Bar) : Forming Part of Sentence 9.20.17.4.(3)
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Table A-20 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Exterior Stud Walls with Brick Veneer – 1.0 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-21 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Interior Stud Walls or Exterior Stud Walls with Siding – 1.0 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-22 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Exterior Stud Walls with Brick Veneer – 1.5 kPa Specified Roof Design Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-23 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Interior Stud Walls or Exterior Stud Walls with Siding – 1.5 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-24 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Exterior Stud Walls with Brick Veneer – 2.0 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-25 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Interior Stud Walls or Exterior Stud Walls with Siding – 2.0 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-26 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Exterior Stud Walls with Brick Veneer – 2.5 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-27 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Interior Stud Walls or Exterior Stud Walls with Siding – 2.5 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-28 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Exterior Stud Walls with Brick Veneer – 3.0 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-29 : Maximum Spans for Steel Beams Supporting a Roof and One Floor in Dwelling Units Where Beams Support Interior Stud Walls or Exterior Stud Walls with Siding – 3.0 kPa Specified Roof Snow Load : Forming Part of Sentence 9.23.4.3.(1)
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Table A-30 : Sizes for Spruce-Pine-Fir No. 2 Grade Exterior Wall Studs with Brick Veneer(1)(2) : Forming Part of Sentence 9.23.10.1.(2)
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Table A-31 : Sizes for Spruce-Pine-Fir No. 2 Grade Exterior Wall Studs with Siding(1)(2) : Forming Part of Sentence 9.23.10.1.(2)
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Table A-32 : Sizes for Northern Species No. 2 Grade Exterior Wall Studs with Brick Veneer(1)(2) : Forming Part of Sentence 9.23.10.1.(2)
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Table A-33 : Sizes for Northern Species No. 2 Grade Exterior Wall Studs with Siding(1)(2) : Forming Part of Sentence 9.23.10.1.(2)
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Table A-34 : Minimum Number of 38 × 89 mm Spruce-Pine-Fir Stud Posts in Exterior Stud Walls Supporting Girder Trusses and Roof Beams(1)(2)(3) : Forming Part of Sentence 9.23.10.7.(2)
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Table A-35 : Minimum Number of 38 × 140 mm Spruce-Pine-Fir Stud Posts in Exterior Stud Walls Supporting Girder Trusses and Roof Beams(1)(2)(3) : Forming Part of Sentence 9.23.10.7.(2)
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Table A-36 : Minimum Number of 38 × 89 mm Northern Species Stud Posts in Exterior Stud Walls Supporting Girder Trusses and Roof Beams(1)(2)(3) : Forming Part of Sentence 9.23.10.7.(2)
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Table A-37 : Minimum Number of 38 × 140 mm Northern Species Stud Posts in Exterior Stud Walls Supporting Girder Trusses and Roof Beams(1)(2)(3) : Forming Part of Sentence 9.23.10.7.(2)
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