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The British Columbia Building Code | Section 4.5. | Objectives and Functional Statements Pt 1

Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
Section 4.5. Objectives and Functional Statements
4.5.1. Objectives and Functional Statements
4.5.1.1. Attributions to Acceptable Solutions
1) For the purpose of compliance with this Code as required in Clause1.2.1.1.(1)(b)of DivisionA, the
objectives and functional statements attributed to the acceptable solutions in this Part shall be the objectives and
functional statements listed in Table4.5.1.1. (See NoteA-1.1.2.1.(1).)
Table 4.5.1.1.
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
4.1.1.3. Design Requirements
(1) [F20-OS2.1]
(2) [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1] Applies to structural members where temporary overloading during construction may result in impairment of that or any other
member.
(4) [F20,F80,F82-OS2.1]
(5) [F20-OP2.1] [F22-OP2.4]
[F20-OS2.3,OS2.4]
4.1.1.5. Design Basis
(2) [F20-OS2.1] [F22-OS2.4,OS2.5]
[F20-OP2.1] [F22-OP2.4,OP2.5]
[F22-OH4]
4.1.2.1. Loads and Effects
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(2) [F20-OS2.1]
(3) [F20-OS2.1]
4.1.2.2. Loads Not Listed
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.3.2. Strength and Stability
(1) [F20-OP2.1] [F22-OP2.4]
[F20-OS2.1]
(2) [F20-OS2.1]
[F22-OS2.4,OS2.5] Applies to the stabilizing resistance of the dead load.
[F20-OP2.1] [F22-OP2.4,OP2.5]
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(3) [F20-OS2.1]
[F22-OS2.4,OS2.5] Applies to the stabilizing resistance of the dead load.
[F20-OP2.1] [F22-OP2.4,OP2.5]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1] [F22-OS2.4,OS2.5]
[F20-OP2.1] [F22-OP2.4,OP2.5]
(8) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(9) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(11) [F20-OS2.1] [F22-OS2.4,OS2.5]
(12) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.3.3. Fatigue
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1,OP2.4] [F22-OP2.4]
[F22-OH4]
4.1.3.4. Serviceability
(1) [F22-OP2.4]
[F22-OH4]
4.1.3.5. Deflection
(1) (b),(c),(d) [F22-OP2.4]
[F22-OP2.4]
[F22-OH4]
(2) [F22-OS2.3,OS2.4]
[F22-OP2.4]
(3) [F22-OP2.4]
(5) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
4.1.3.6. Vibration
(1) [F22-OP2.4]
[F22-OH4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
(2) [F20-OS2.1]
[F20-OP2.1,OP2.4] [F22-OP2.4]
[F22-OH4]
4.1.4.1. Dead Loads
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1] [F22-OS2.4,OS2.5]
4.1.5.1. Loads Due to Use of Floors and Roofs
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.5.2. Uses Not Stipulated
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.5.3. Full and Partial Loading
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.5.4. Loads for Occupancy Served
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.5.5. Loads on Exterior Areas
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.5.7. More Than One Occupancy
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.5.8. Variation with Tributary Area
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.5.9. Concentrated Loads
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.5.10. Sway Forces in Assembly Occupancies
(1) [F20-OS2.1]
[F20-OP2.1,OP2.4]
4.1.5.11. Crane-Supporting Structures and Impact of Machinery and Equipment
(1) [F20-OS2.1]
[F20-OP2.1,OP2.4] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1,OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1,OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1,OP2.4]
4.1.5.12. Bleachers
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.4]
4.1.5.13. Helicopter Landing Areas
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.5.14. Loads on Guards
(1) [F20-OS2.1]
(2) [F20-OS2.1]
(3) [F20-OS2.1,OS2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
(4) [F22-OS2.4]
(6) [F20-OS2.1]
(7) [F20-OS2.1]
4.1.5.15. Loads on Vehicle Guardrails
(1) [F20-OS2.1]
4.1.5.16. Loads on Walls Acting As Guards
(1) [F20-OS2.1]
4.1.5.17. Firewalls
(1) [F20-OS1.2]
[F20-OP1.2]
[F20-OP3.1]
(2) [F04-OS1.2]
[F04-OP1.2]
[F04-OP3.1]
4.1.6.2. Specified Snow Load
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(8) [F20-OS2.1] Applies to portion of Code text: “The shape accumulation factor, C
a
, shall be 1.0, …”
[F20-OP2.1] [F22-OP2.4] Applies to portion of Code text: “The shape accumulation factor, C
a
, shall be 1.0,…”
(a) to (e) [F20-OS2.1] Applies to roof shapes and configurations that call for a higher shape accumulation factor.
(a) to (e) [F20-OP2.1] [F22-OP2.4] Applies to roof shapes and configurations that call for a higher shape accumulation factor.
(9) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.3. Full and Partial Loading
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.4. Specified Rain Load
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.5. Multi-level Roofs
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.6. Horizontal Gap between a Roof and a Higher Roof
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.7. Areas Adjacent to Roof Projections
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.8. Snow Drift at Corners
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.9. Gable Roofs
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
4.1.6.10. Arch Roofs, Curved Roofs and Domes
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(9) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.11. Snow Loads Due to Sliding
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.12. Valleys in Curved or Sloped Roofs
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.13. Specific Weight of Snow
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.6.14. Snow Removal
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
4.1.6.15. Ice Loading of Structures
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.7.1. Specified Wind Load
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.2. Classification of Buildings
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.3. Static Procedure
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(8) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(10) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.4. Topographic Factor
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.5. External Pressure Coefficients
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(5) [F20-OS2.1]
4.1.7.6. External Pressure Coefficients for Low Buildings
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(8) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(9) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.7. Internal Pressure Coefficient
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.8. Dynamic Procedure
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.9. Full and Partial Wind Loading
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.7.10. Interior Walls and Partitions
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.7.11. Exterior Ornamentations, Equipment and Appendages
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.7.12. Wind Tunnel Procedure
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
[F22-OH4]
4.1.8.1. Analysis
(2) (a) [F20-OS2.1]
(a) [F20-OP2.1,OP2.3] [F22-OP2.4]
(b) [F20-OS2.1]
(b) [F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1,OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(8) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(9) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(10) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(11) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(12) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(13) [F20-OS2.1]
[F20-OP2.3] [F22-OP2.3,OP2.4]
(14) [F20-OS2.1]
[F20-OP2.3] [F22-OP2.3,OP2.4]
4.1.8.3. General Requirements
(2) [F20-OS2.1]
[F20-OP2.1,OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(8) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
4.1.8.4. Site Properties
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(9) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.5. Importance Factor
(1) [F20-OS2.1]
[F20-OP2.1,OP2.3] [F22-OP2.4]
4.1.8.6. Structural Configuration
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.7. Methods of Analysis
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.8. Direction of Loading
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.9. SFRS Force Reduction Factors, System Overstrength Factors, and General Restrictions
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.10. Additional System Restrictions
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(2) (a) [F20-OP2.3] [F22-OP2.4]
(b) [F20-OP2.3] [F22-OP2.4]
(c) [F20-OP2.3] [F22-OP2.4]
(d) [F20-OP2.3] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
(7) [F22-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.11. Equivalent Static Force Procedure for Structures Satisfying the Conditions of Article 4.1.8.7.
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(8) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(9) (a) [F20-OS2.1]
(a) [F20-OP2.1] [F22-OP2.4]
(b) [F20-OS2.1]
(b) [F20-OP2.1] [F22-OP2.4]
(10) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(11) (a) [F20-OP2.1] [F22-OP2.4]
(a) [F20-OS2.1]
(b) [F20-OS2.1]
(b) [F20-OP2.1] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
(12) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.12. Dynamic Analysis Procedure
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) (a) [F20-OS2.1]
(a) [F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1,OP2.3] [F22-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1,OP2.3] [F22-OP2.4]
(8) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(9) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(10) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(12) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.13. Deflections and Drift Limits
(1) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
(2) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
(3) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
4.1.8.14. Structural Separation
(1) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
[F22-OP4.3]
(2) [F20-OS2.1,OS2.3,OS2.4]
[F20-OP2.1,OP2.3,OP2.4]
[F20-OP4.3]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(3) [F20-OS2.1,OS2.3,OS2.4]
[F20-OP2.1,OP2.3,OP2.4]
[F20-OP4.3]
(4) [F20-OS2.1,OS2.3,OS2.4]
[F20-OP2.1,OP2.3,OP2.4]
[F20-OP4.3]
4.1.8.15. Design Provisions
(1) [F20-OS2.1]
[F20-OP2.1,OP2.3,OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1,OP2.3,OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1,OP2.3,OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1,OP2.4]
(6) [F20-OS2.1,OS2.4]
[F20-OP2.1,OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.16. Foundation Provisions
(1) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
(2) [F20-OS2.1] Applies to portion of Code text: “Foundations shall be designed to resist the lateral load capacity of the SFRS…”
[F20-OP2.1] Applies to portion of Code text: “Foundations shall be designed to resist the lateral load capacity of the SFRS…”
(5) [F20-OS2.2,OS2.4]
[F20-OP2.2,OP2.4]
(6) (a) [F22-OS2.4]
(a) [F22-OP2.4]
(b) [F22-OS2.4]
(b) [F22-OP2.4]
(c) [F20-OS2.4]
(c) [F20-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1,OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
(8) (a) [F20-OS2.1]
(a) [F20-OP2.1]
(b) [F22-OS2.4]
(b) [F22-OP2.4]
(9) [F20-OS2.4]
[F20-OP2.4]
(10) [F20-OS2.2] [F22-OS2.4]
[F20-OP2.2] [F22-OP2.4]
4.1.8.17. Site Stability
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.18. Elements of Structures, Non-structural Components and Equipment
(1) [F20,F22-OS2.4]
[F20-OP2.3] [F22-OP2.3,OP2.4]
(4) [F20,F22-OS2.4]
[F20,F22-OP2.3,OP2.4]
(5) [F20,F22-OS2.1]
[F20,F22-OP2.1,OP2.4]
(6) [F20,F22-OS2.4]
[F20,F22-OP2.3,OP2.4]
(7) [F20,F22-OS2.4] Applies to portion of Code text: “Connections to the structure of elements and components listed in Table 4.1.8.18. shall be
designed to support the component or element for gravity loads, shall conform to the requirements of Sentence 4.1.8.18.(1) …”
[F20,F22-OP2.3,OP2.4] Applies to portion of Code text: “Connections to the structure of elements and components listed in Table 4.1.8.18.
shall be designed to support the component or element for gravity loads, shall conform to the requirements of Sentence 4.1.8.18.(1) …”
(a) [F20,F22-OS2.4]
(a) [F20,F22-OP2.3,OP2.4]
(b),(c) [F20,F22-OS2.4]
(b),(c) [F20,F22-OP2.3,OP2.4]
(d) [F20,F22-OS2.4]
(d) [F20,F22-OP2.3,OP2.4]
(e) [F20,F22-OS2.4]
(e) [F20,F22-OP2.3,OP2.4]
(9) [F22-OS2.3,OS2.4]
[F22-OP2.3,OP2.4]
(10) [F22-OS2.1,OS2.3,OS2.4]
[F22-OP2.1,OP2.3,OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(11) [F20-OS2.1] [F22-OS2.4]
[F20,F22-OP2.3,OP2.4]
(12) [F20-OS2.1] [F22-OS2.3]
[F20-OP2.1] [F22-OP2.3]
(14) [F22-OS2.4]
(16) [F20,F22-OS2.4]
[F20-OP2.3] [F22-OP2.3,OP2.4]
4.1.8.19. Seismic Isolation
(2) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.20. Seismic Isolation Design Provisions
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(2) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(7) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(9) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(10) [F22-OS2.4]
[F22-OP2.3,OP2.4]
4.1.8.21. Supplemental Energy Dissipation
(2) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
(4) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.1.8.22. Supplemental Energy Dissipation Design Considerations
(1) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(3) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(4) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(5) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(6) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
(7) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
(8) [F20-OS2.1] [F22-OS2.4]
[F20-OP2.1] [F22-OP2.4]
4.2.2.1. Subsurface Investigation
(1) [F20-OS2.2,OS2.6] [F21-OS2.6]
[F20-OP2.2] [F21-OP2.6]
[F21-OP4.1,OP4.4]
4.2.2.3. Field Review
(1) [F20-OS2.2,OS2.6] [F21-OS2.6]
[F20-OP2.2] [F21-OP2.5]
[F21-OP4.1,OP4.4]
4.2.2.4. Altered Subsurface Condition
(1) [F20-OS2.2,OS2.6] [F21-OS2.6]
[F20-OP2.2] [F21-OP2.6]
[F21-OP4.1,OP4.4]
(2) [F20-OS2.2,OS2.6] [F21-OS2.6]
[F20-OP2.2] [F21-OP2.6]
[F21-OP4.1,OP4.4]
4.2.3.2. Preservation Treatment of Wood
(1) [F80-OS2.3]
[F80-OP2.3]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
(2) [F82-OS2.3]
[F82-OP2.3]
4.2.3.4. Prevention of Deterioration of Masonry
(1) [F80-OS2.3]
[F80-OP2.3]
4.2.3.6. Protection Against Chemical Attack
(1) [F80-OS2.3]
[F80-OP2.3]
4.2.3.8. Steel Piles
(1) [F20-OS2.3]
[F20-OP2.3]
4.2.3.9. High Strength Steel Tendons
(1) [F20,F80-OS2.5,OS2.6]
[F20,F80-OP2.6,OP2.5]
[F20,F80-OP4.1,OP4.4]
4.2.3.10. Corrosion of Steel
(1) [F80-OS2.3]
[F80-OP2.3]
[F80-OP4.1]
4.2.4.1. Design Basis
(1) [F20-OS2.2,OS2.6] [F21-OS2.6]
[F20-OP2.2] [F21-OP2.5]
[F21-OP4.1,OP4.4]
(5) [F21-OS2.5]
[F21-OP2.4,OP2.5]
4.2.4.2. Subsurface Investigation
(1) [F20-OS2.2,OS2.6] [F21-OS2.6]
[F20-OP2.2] [F21-OP2.6]
[F21-OP4.1,OP4.4]
4.2.4.3. Identification
(1) [F20-OS2.2,OS2.6] [F21-OS2.6]
[F20-OP2.2] [F21-OP2.6]
[F21-OP4.1,OP4.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
4.2.4.4. Depth of Foundations
(1) [F21-OP2.4] Applies to portion of Code text: “… the bearing surface of a foundation shall be below the level of potential damage, including
damage resulting from frost action …”
[F21-OP2.4] Applies to portion of Code text: “… the foundation shall be designed to prevent damage resulting from adfreezing and frost
jacking.”
(2) [F21-OP2.4]
4.2.4.5. Sloping Ground
(1) [F21-OS2.2]
[F21-OP2.2,OP2.6,OP2.4]
4.2.4.6. Eccentric and Inclined Loads
(1) [F20-OS2.1,OS2.2]
[F20-OP2.1,OP2.2,OP2.4]
4.2.4.7. Dynamic Loading
(1) [F20-OS2.2]
[F20-OP2.2,OP2.6,OP2.4]
[F20-OH4]
4.2.4.8. Hydrostatic Uplift
(1) [F22-OP2.1,OP2.4]
4.2.4.9. Groundwater Level Change
(1) [F21-OP4.1]
4.2.4.10. Permafrost
(1) [F20-OS2.2] [F21-OS2.5]
[F20-OP2.2,OP2.4] [F21-OP2.6,OP2.4]
4.2.4.11. Swelling and Shrinking Soils
(1) [F21-OP2.6,OP2.4]
4.2.4.12. Expanding and Deteriorating Rock
(1) [F21-OP2.6,OP2.4]
4.2.4.13. Construction on Fill
(1) (a) [F20-OS2.2] [F21-OS2.5]
(b) [F20-OP2.2,OP2.4] [F21-OP2.6,OP2.4]
(c) [F01-OS1.1]
4.2.5.2. Excavation Construction
(1) [F21-OP4.1]
(2) [F20-OS2.6]
[F20-OP2.3]
[F20,F21-OP4.1]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
4.2.5.3. Supported Excavations
(1) [F20-OS2.6]
[F21-OP4.1]
4.2.5.4. Unsupported Excavations
(1) [F20-OS2.6]
[F21-OP4.1]
4.2.5.5. Control of Water around Excavations
(1) [F60-OS2.6]
[F60-OP4.1,OP4.4]
4.2.5.6. Loss of Ground
(1) [F21-OP4.1]
4.2.5.7. Protection and Maintenance at Excavations
(1) [F80-OS2.6]
[F80-OP4.1]
4.2.5.8. Backfilling
(1) (a) [F21-OS2.1]
(a) [F21-OP2.1,OP2.4]
[F21-OP4.1]
(2) [F21-OP2.4]
4.2.6.2. Support of Shallow Foundations
(1) [F20-OS2.2]
[F20-OP2.2,OP2.4] [F21-OP2.4]
4.2.6.3. Incorrect Placement of Shallow Foundations
(1) [F20-OS2.2]
[F20-OP2.2,OP2.4] [F21-OP2.4]
4.2.6.4. Damaged Shallow Foundations
(1) [F20-OS2.1]
[F20-OP2.1,OP2.4] [F22-OP2.4]
4.2.7.2. Design of Deep Foundations
(3) [F20-OS2.1,OS2.2] [F21-OS2.5]
[F20-OP2.1,OP2.2] [F21,F22-OP2.4]
(5) [F20-OS2.1]
[F20-OP2.1,OP2.4] [F22-OP2.4]
(6) [F20-OP2.1,OP2.4]
4.2.7.3. Tolerance in Alignment and Location
(1) [F20-OS2.1]
[F20-OP2.1,OP2.4] [F22-OP2.4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Division B: Acceptable Solutions Part 4 – Structural Design
British Columbia Building Code 2018 Division B
4.2.7.4. Incorrect Alignment and Location
(1) [F20-OS2.1]
[F20-OP2.1,OP2.4] [F22-OP2.4]
4.2.7.5. Installation of Deep Foundations
(1) [F81-OS2.1] [F21-OS2.2,OS2.6]
(c) [F21-OP4.1]
(a),(b) [F81-OP2.1,OP2.4] [F21-OP2.2,OP2.4]
4.2.7.6. Damaged Deep Foundation Units
(1) [F20-OS2.1]
[F20-OP2.1] [F22-OP2.4]
4.2.8.2. Use of Existing Foundations
(1) [F20-OS2.1,OS2.2]
[F20-OP2.1,OP2.2] [F22-OP2.4]
4.3.1.1. Design Basis for Wood
(1) [F22,F21,F80-OH4]
[F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F21,F22-OP2.4] [F80-OP2.3,OP2.4]
4.3.1.2. Glued-Laminated Members
(1) [F20-OS2.1]
[F20-OP2.1] [F21,F22-OP2.4]
[F21,F22-OH4]
4.3.2.1. Design Basis for Plain and Reinforced Masonry
(1) [F21,F22,F80-OH4]
[F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F22,F21-OP2.4] [F80-OP2.3,OP2.4]
4.3.3.1. Design Basis for Plain, Reinforced and Pre-stressed Concrete
(1) [F20-OS2.1] [F80,F81-OS2.3]
[F20-OP2.1] [F21,F22-OP2.4] [F80,F81-OP2.3,OP2.4]
[F21,F22,F80,F81-OH4]
4.3.4.1. Design Basis for Structural Steel
(1) [F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F20,F22-OP2.4] [F80-OP2.3,OP2.4]
[F22,F80-OH4]
4.3.4.2. Design Basis for Cold-Formed Steel
(1) [F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F20,F22-OP2.4] [F80-OP2.3,OP2.4]
[F22,F80-OH4]
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
4.3.5.1. Design Basis for Aluminum
(1) [F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F20,F22-OP2.4] [F80-OP2.3,OP2.4]
[F22,F80-OH4]
4.3.6.1. Design Basis for Glass
(1) [F20-OS2.1]
[F20-OP2.1]
4.4.1.1. Design Basis for Air-Supported Structures
(1) [F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F22-OP2.4] [F80-OP2.3]
[F22-OH4]
4.4.2.1. Design Basis for Parking Structures and Repair Garages
(1) [F21,F61,F80-OS2.3]
[F21,F61,F80-OP2.3,OP2.4]
[F21,F61,F80-OH4]
Notes to Table4.5.1.1.:
(1) See Parts 2 and 3 of Division A.
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019
Part 4 – Structural Design Division B: Acceptable Solutions
Division B British Columbia Building Code 2018
4.3.5.1. Design Basis for Aluminum
(1) [F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F20,F22-OP2.4] [F80-OP2.3,OP2.4]
[F22,F80-OH4]
4.3.6.1. Design Basis for Glass
(1) [F20-OS2.1]
[F20-OP2.1]
4.4.1.1. Design Basis for Air-Supported Structures
(1) [F20-OS2.1] [F80-OS2.3]
[F20-OP2.1] [F22-OP2.4] [F80-OP2.3]
[F22-OH4]
4.4.2.1. Design Basis for Parking Structures and Repair Garages
(1) [F21,F61,F80-OS2.3]
[F21,F61,F80-OP2.3,OP2.4]
[F21,F61,F80-OH4]
Notes to Table4.5.1.1.:
(1) See Parts 2 and 3 of Division A.
Table 4.5.1.1. (continued)
Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4
Forming Part of Sentence 4.5.1.1.(1)
Functional Statements and Objectives
(1)
Effective December 10, 2018 to December 11, 2019