Section 1003 — GENERAL MEANS OF EGRESS
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.
1003.1 Applicability. ¶
The general requirements specified in Sections 1003 through 1015 shall apply to all three elements of the means of egress system, in addition to those specific requirements for the exit access, the exit and the exit discharge detailed elsewhere in this chapter.
[DSA-AC & HCD 1-AC] In addition to the requirement of this chapter, means of egress, which provide access to, or egress from, build- ings or facilities where accessibility is required for applications listed in Section 1.8.2.1.2 regulated by the Department of Housing and Community Development, or Section 1.9.1 regulated by the Division of the State Architect—Access Compliance, shall also comply with Chapter 11A or Chapter 11B, as applicable.
Exception: [SFM] Exiting requirements for Fixed Guideway Transit Systems shall be as per Section 443.
1003.1.1 Means of egress for hospitals. [OSHPD 1] In addition to the requirements of this chapter, means of egress for hospitals shall comply with Part 10 California Existing Building Code Section 311A.
1003.1.2 Means of egress for hospital buildings removed from acute care service, skilled nursing facilities, intermediate care facilities and acute psychiatric hospitals. [OSHPD 1R, 2 & 5] In addition to the requirements of this chapter, means of egress for hospital buildings removed from acute care service, skilled nursing facilities, intermediate care facilities and acute psychiatric hospi- tals shall comply with OSHPD amendments to Part 10 California Existing Building Code Section 311.
1003.2 Ceiling height. ¶
The means of egress shall have a ceiling height of not less than 7 feet 6 inches (2286 mm) above the finished floor.
Exceptions:
Sloped ceilings in accordance with Section 1208.2.
Ceilings of dwelling units and sleeping units within residential occupancies in accordance with Section 1208.2.
Allowable projections in accordance with Section 1003.3.
Stair headroom in accordance with Section 1011.3.
Door height in accordance with Section 1010.1.1.
Ramp headroom in accordance with Section 1012.5.2.
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The clear height of floor levels in vehicular and pedestrian traffic areas of public and private parking garages in accordance with Section 406.2.2.
Areas above and below mezzanine floors in accordance with Section 505.2.
9. In Group I-2 and I-3 occupancies, the means of egress shall have a ceiling height of not less than 8 feet (2439 mm).
1003.3 Protruding objects. ¶
Protruding objects on circulation paths shall comply with the requirements of Sections 1003.3.1 through 1003.3.4.
Exception: In Group I-2 occupancies, protruding objects shall not extend more than 12 inches (305 mm) below the minimum ceiling height required by Section 1003.2.
1003.3.1 Headroom. Protruding objects are permitted to extend below the minimum ceiling height required by Section 1003.2 where a minimum headroom of 80 inches (2032 mm) is provided over any circulation paths, including walks, corridors, aisles and passageways. In other than Group I-2 occupancies, not more than 50 percent of the ceiling area of a means of egress shall be permitted to be reduced in height by protruding objects.
Exception: Door closers, overhead doorstops, frame stops, power door operators and electromagnetic door locks shall be permitted to project into the door opening height not lower than 78 inches (1980 mm) above the floor.
A barrier shall be provided where the vertical clearance above a circulation path is less than 80 inches (2032 mm) high above the finished floor. The leading edge of such a barrier shall be located 27 inches (686 mm) maximum above the finished floor.
1003.3.2 Post-mounted objects. A free-standing object mounted on a post or pylon shall not overhang that post or pylon more than 4 inches (102 mm) where the lowest point of the leading edge is more than 27 inches (686 mm) and less than 80 inches (2032 mm) above the finished floor. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (686 mm) maximum or 80 inches (2032 mm) minimum above the finished floor or ground.
Exception: These requirements shall not apply to sloping portions of handrails between the top and bottom riser of stairs and above the ramp run.
1003.3.3 Horizontal projections. Objects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the finished floor shall not project horizontally more than 4 inches (102 mm) into the circulation path. Exception: Handrails are permitted to protrude 4 [1] / 2 inches (114 mm) from the wall or guard.
1003.3.3.1 Horizontal projections for Group I-2 occupancies. Structural elements, fixtures or furnishings shall not project hori- zontally from either side more than 1 [1] / 2 inches (38 mm) into the required width of an exit access corridor serving any area caring for one or more nonambulatory or bedridden persons.
Exceptions: 1. Handrails are permitted to protrude 3 [1] / 2 inches (89 mm) from the wall. 2. Alcohol-based hand-rub dispensers are permitted to protrude 4 inches. 3. Manual fire alarm boxes with a protective cover installed are permitted to protrude 4 inches.
1003.3.4 Clear width. Protruding objects shall not reduce the minimum clear width of accessible routes as required in Chapter 11A or Chapter 11B.
1003.4 Slip-resistant surface. ¶
Circulation paths of the means of egress shall have a slip-resistant surface and be securely attached.
1003.5 Elevation change. ¶
Where changes in elevation of less than 12 inches (305 mm) exist in the means of egress, sloped surfaces shall be used. Where the slope is greater than one unit vertical in 20 units horizontal (5-percent slope), ramps complying with Section 1012 shall be used. Where the difference in elevation is 6 inches (152 mm) or less, the ramp shall be equipped with either handrails or floor finish materials that contrast with adjacent floor finish materials.
Exceptions:
- Steps at exterior doors complying with Section 1010.1.4.
- A stair with a single riser or with two risers and a tread is permitted at locations not required to be accessible by Chapter 11 A or 11B where the risers and treads comply with Section 1011.5, the minimum depth of the tread is 13 inches (330 mm) and not less than one handrail complying with Section 1014 is provided within 30 inches (762 mm) of the centerline of the normal path of egress travel on the stair.
- A step is permitted in aisles serving seating that has a difference in elevation less than 12 inches (305 mm) at locations not required to be accessible by Chapter 11 A or 11B, provided that the risers and treads comply with Section 1030.14 and the aisle is provided with a handrail complying with Section 1030.16.
Throughout a story in a Group I-2 occupancy, any change in elevation in portions of the means of egress that serve nonambulatory persons shall be by means of a ramp or sloped walkway.
1003.6 Means of egress continuity. ¶
The path of egress travel along a means of egress shall not be interrupted by a building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the minimum width or required capacity of a means of egress component except projections permitted by this chapter. The minimum width or required capacity of a means of egress system shall not be diminished along the path of egress travel.
10-6 2025 CALIFORNIA BUILDING CODE
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1003.7 Elevators, escalators and moving walks. ¶
Elevators, escalators and moving walks shall not be used as a component of a required means of egress from any other part of the building.
Exception: Elevators used as an accessible means of egress in accordance with Section 1009.4.
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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
-
▸ 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