OBC 2006 › Division B
Part 4
Version 0 — in force 31 December 2006
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Opening the form…
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
Building the citations…
Opening the form…
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
Provenance
OBC 1997 · continues from Part 4 — Pro
Original — base regulation
OBC 2012 · continues as Part 4 — Pro
Part 4 — STRUCTURAL DESIGN
Contents
This provision contains 150 provisions — too many to show at once. Its 4 sections are listed here; open one to read it.
- 4.1. Structural Loads and Procedures 8 subsections
- 4.2. Foundations 8 subsections
- 4.3. Design Requirements for Structural Materials 6 subsections
- 4.4. Design Requirements for Special Structures 5 subsections
Contents
This provision contains 150 provisions — too many to show at once. Its 4 sections are listed here; open one to read it.
- 4.1. Structural Loads and Procedures 8 subsections
- 4.2. Foundations 8 subsections
- 4.3. Design Requirements for Structural Materials 6 subsections
- 4.4. Design Requirements for Special Structures 5 subsections
- A 1.1.2.2. Application of Parts 3, 4, 5 and 6 v0
- A 1.1.2.2. Application of Parts 3, 4, 5 and 6 v1
- A 1.3.1.2. Farm Buildings v2
- B 3.7.2.2. Window Protection in Apartment Buildings v0
- B 3.15.3.1. Structural Design v0
- B 3.16.1.3. Construction v0
- B 3.16.1.7. Exits and Means of Egress v0
- B 3.16.1.7. Exits and Means of Egress v1
- B 5.1.4.1. Structural and Environmental Loads v0
- B 5.2.2.1. Determination of Structural Loads v0
- B 5.2.2.2. Wind Load and Other Air Pressure Loads v0
- B 5.2.2.3. Design Procedures v0
- B 9.3.1.1. General v0
- B 9.3.1.1. General v1
- B 9.3.1.1. General v2
- B 9.4.1.1. General v0
- B 9.4.1.1. General v1
- B 9.15.1.2. Permafrost v0
- B 9.15.2.4. Wood Frame Foundations v0
- B 9.15.4.2. Foundation Wall Thickness and Required Lateral Support v0
- B 9.15.4.2. Foundation Wall Thickness and Required Lateral Support v1
- B 9.16.1.2. Structural Floor Slabs v0
- B 9.17.1.1. Application v0
- B 9.17.1.1. Application v1
- B 9.17.1.1. Application v2
- B 9.17.3.4. Design of Adjustable Steel Columns v0
- B 9.23.4.2. Spans for Joists, Rafters and Beams v0
- B 9.23.4.2. Spans for Joists, Rafters and Beams v1
- B 9.23.10.7. Stud Posts Built into Walls v0
- B 9.23.12.3. Lintel Spans and Sizes v0
- B 9.23.12.3. Lintel Spans and Sizes v1
- B 9.23.13.11. Wood Roof Trusses v0
- B 9.24.1.1. Application v0
- B 9.36.2.2. Foundations v0
- B 9.37.3.1. Support Over Openings v1
- B 9.40.1.1. Application v0
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The legislative text on this page is reproduced from the statutes and regulations of Ontario. © King’s Printer for Ontario, 2006. Reproduced with permission. This is not an official version — the official consolidated law is published on e-Laws.
Provenance
OBC 1997 · continues from Part 4 — Pro
Original — base regulation
OBC 2012 · continues as Part 4 — Pro
- A 1.1.2.2. Application of Parts 3, 4, 5 and 6 v0
- A 1.1.2.2. Application of Parts 3, 4, 5 and 6 v1
- A 1.3.1.2. Farm Buildings v2
- B 3.7.2.2. Window Protection in Apartment Buildings v0
- B 3.15.3.1. Structural Design v0
- B 3.16.1.3. Construction v0
- B 3.16.1.7. Exits and Means of Egress v0
- B 3.16.1.7. Exits and Means of Egress v1
- B 5.1.4.1. Structural and Environmental Loads v0
- B 5.2.2.1. Determination of Structural Loads v0
- B 5.2.2.2. Wind Load and Other Air Pressure Loads v0
- B 5.2.2.3. Design Procedures v0
- B 9.3.1.1. General v0
- B 9.3.1.1. General v1
- B 9.3.1.1. General v2
- B 9.4.1.1. General v0
- B 9.4.1.1. General v1
- B 9.15.1.2. Permafrost v0
- B 9.15.2.4. Wood Frame Foundations v0
- B 9.15.4.2. Foundation Wall Thickness and Required Lateral Support v0
- B 9.15.4.2. Foundation Wall Thickness and Required Lateral Support v1
- B 9.16.1.2. Structural Floor Slabs v0
- B 9.17.1.1. Application v0
- B 9.17.1.1. Application v1
- B 9.17.1.1. Application v2
- B 9.17.3.4. Design of Adjustable Steel Columns v0
- B 9.23.4.2. Spans for Joists, Rafters and Beams v0
- B 9.23.4.2. Spans for Joists, Rafters and Beams v1
- B 9.23.10.7. Stud Posts Built into Walls v0
- B 9.23.12.3. Lintel Spans and Sizes v0
- B 9.23.12.3. Lintel Spans and Sizes v1
- B 9.23.13.11. Wood Roof Trusses v0
- B 9.24.1.1. Application v0
- B 9.36.2.2. Foundations v0
- B 9.37.3.1. Support Over Openings v1
- B 9.40.1.1. Application v0