Section 1029 — EGRESS COURTS
2025 California Building Code (Title 24, Part 2) · 2025 edition · updated 2026-07-29 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
1029.1 General. ¶
Egress courts serving as an exit discharge component in the means of egress system shall comply with the requirements in this section.
1029.2 Width or capacity. ¶
The required capacity of egress courts shall be determined as specified in Section 1005.1, but the minimum width shall be not less than 44 inches (1118 mm), except as specified herein. Egress courts serving Group R-3 and U occupancies shall be not less than 36 inches (914 mm) in width. The required capacity and width of egress courts shall be unobstructed to a height of 7 feet (2134 mm). The width of the egress court shall be not less than the required capacity.
Exception: Encroachments complying with Section 1005.7.
1029.3 Construction and openings. ¶
Where an egress court serving a building or portion thereof is less than 10 feet (3048 mm) in width, the egress court walls shall have not less than 1-hour fire-resistance-rated construction for a distance of 10 feet (3048 mm) above the floor of the egress court. Openings within such walls shall be protected by opening protectives having a fire protection rating of not less than [3] / 4 hour.
Exceptions:
- Egress courts serving an occupant load of less than 10.
- Egress courts serving Group R-3.
- Egress courts, located at grade, that provide direct and unobstructed access to a public way through two or more independent paths. The minimum width provided along each path shall be based on the required width or the required capacity, whichever is greater, and shall be maintained along each path.
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Ask AI about this code▸ Contents — 2025 California Building Code (Title 24, Part 2)
- Chapter 1 — ADMINISTRATION
- Chapter 2 — DEFINITIONS
- Chapter 3 — OCCUPANCY CLASSIFICATION AND USE
- Chapter 4 — SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY A…
- Chapter 5 — GENERAL BUILDING HEIGHTS AND AREAS
- Chapter 6 — TYPES OF CONSTRUCTION
- Chapter 7 — FIRE AND SMOKE PROTECTION FEATURES
- Chapter 7A — MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR W…
- Chapter 8 — INTERIOR FINISHES
- Chapter 9 — FIRE PROTECTION AND LIFE SAFETY SYSTEMS
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▸ Chapter 10 — MEANS OF EGRESS
Overview- Section 1001 — ADMINISTRATION
- Section 1002 — MAINTENANCE AND PLANS
- Section 1003 — GENERAL MEANS OF EGRESS
- Section 1004 — OCCUPANT LOAD
- Section 1005 — MEANS OF EGRESS SIZING
- Section 1006 — NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
- Section 1007 — EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
- Section 1008 — MEANS OF EGRESS ILLUMINATION
- Section 1009 — ACCESSIBLE MEANS OF EGRESS
- Section 1010 — DOORS, GATES AND TURNSTILES
- Section 1011 — STAIRWAYS
- Section 1012 — RAMPS
- Section 1013 — EXIT SIGNS
- Section 1014 — HANDRAILS
- Section 1015 — GUARDS
- Section 1016 — EXIT ACCESS
- Section 1017 — EXIT ACCESS TRAVEL DISTANCE
- Section 1018 — AISLES
- Section 1019 — EXIT ACCESS STAIRWAYS AND RAMPS
- Section 1020 — CORRIDORS
- Section 1021 — EGRESS BALCONIES
- Section 1022 — EXITS
- Section 1023 — INTERIOR EXIT STAIRWAYS AND RAMPS
- Section 1024 — EXIT PASSAGEWAYS
- Section 1025 — LUMINOUS EGRESS PATH MARKINGS
- Section 1026 — HORIZONTAL EXITS
- Section 1027 — EXTERIOR EXIT STAIRWAYS AND RAMPS
- Section 1028 — EXIT DISCHARGE
- Section 1029 — EGRESS COURTS
- Section 1030 — ASSEMBLY
- Section 1031 — EMERGENCY ESCAPE AND RESCUE
- Chapter 11 — RESERVED
- Chapter 11A — HOUSING ACCESSIBILITY
- Chapter 11B — ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMM…
- Chapter 12 — INTERIOR ENVIRONMENT
- Chapter 13 — ENERGY EFFICIENCY
- Chapter 14 — EXTERIOR WALLS
- Chapter 15 — ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
- Chapter 16 — STRUCTURAL DESIGN
- Chapter 16A — STRUCTURAL DESIGN
- Chapter 17 — SPECIAL INSPECTIONS AND TESTS
- Chapter 17A — SPECIAL INSPECTIONS AND TESTS
- Chapter 18 — SOILS AND FOUNDATIONS
- Chapter 18A — SOILS AND FOUNDATIONS
- Chapter 19 — CONCRETE
- Chapter 19A — CONCRETE
- Chapter 20 — ALUMINUM
- Chapter 21 — MASONRY
- Chapter 21A — MASONRY
- Chapter 22 — STEEL
- Chapter 22A — STEEL
- Chapter 23 — WOOD
- Chapter 24 — GLASS AND GLAZING
- Chapter 25 — GYPSUM PANEL PRODUCTS AND PLASTER
- Chapter 26 — PLASTIC
- Chapter 27 — ELECTRICAL
- Chapter 28 — MECHANICAL SYSTEMS
- Chapter 29 — PLUMBING SYSTEMS
- Chapter 30 — ELEVATORS AND CONVEYING SYSTEMS
- Chapter 31 — SPECIAL CONSTRUCTION
- Chapter 31A — SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING…
- Chapter 31B — PUBLIC POOLS
- Chapter 31C — RADIATION
- Chapter 31D — FOOD ESTABLISHMENTS
- Chapter 31F — MARINE OIL TERMINALS
- Chapter 32 — ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
- Chapter 33 — SAFEGUARDS DURING CONSTRUCTION
- Chapter 34 — RESERVED
- Chapter 35 — REFERENCED STANDARDS
- Appendix A — EMPLOYEE QUALIFICATIONS
- Appendix B — BOARD OF APPEALS
- Appendix C — GROUP U—AGRICULTURAL BUILDINGS
- Appendix D — FIRE DISTRICTS
- Appendix E — RESERVED
- Appendix F — RODENTPROOFING
- Appendix G — FLOOD-RESISTANT CONSTRUCTION
- Appendix H — SIGNS
- Appendix I — PATIO COVERS
- Appendix J — GRADING
- Appendix K — GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED B…
- Appendix L — EARTHQUAKE RECORDING INSTRUMENTATION
- Appendix M — TSUNAMI-GENERATED FLOOD HAZARDS
- Appendix N — REPLICABLE BUILDINGS
- Appendix O — PERFORMANCE-BASED APPLICATION
- Appendix P — SLEEPING LOFTS
- Appendix Q — EMERGENCY HOUSING