Section 1012 — RAMPS
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.
[DSA-AC] In addition to the requirements of this section, means of egress, which provide access to, or egress from, buildings or facilities where accessibility is required for applications listed in Section 1.9.1 regulated by the Division of the State Architect—Access Compliance, shall also comply with Chapter 11A or Chapter 11B, Section 11B-405, as applicable.
1012.1 Scope. ¶
The provisions of this section shall apply to ramps used as a component of a means of egress.
Exceptions:
- Ramped aisles within assembly rooms or spaces shall comply with the provisions in Section 1030.
- Curb ramps shall comply with Chapter 11A or 11B, 11B-406, as applicable.
- Vehicle ramps in parking garages for pedestrian exit access shall not be required to comply with Sections 1012.3 through 1012.10 where they are not an accessible route serving accessible parking spaces, other required accessible elements or part of an accessible means of egress.
1012.2 Slope. ¶
Ramps used as part of a means of egress shall have a running slope not steeper than 1 unit vertical in 12 units horizontal (8.3-percent slope). The slope of other pedestrian ramps shall not be steeper than 1 unit vertical in 8 units horizontal (12.5-percent slope).
1012.3 Cross slope. ¶
The slope measured perpendicular to the direction of travel of a ramp shall not be steeper than one unit vertical in 48 units horizontal (2-percent slope).
1012.4 Vertical rise. The rise for any ramp run shall be 30 inches (762 mm) maximum. ¶
1012.5 Minimum dimensions. ¶
The minimum dimensions of means of egress ramps shall comply with Sections 1012.5.1 through 1012.5.3.
1012.5.1 Width and capacity. The minimum width and required capacity of a means of egress ramp shall be not less than that required for corridors by Section 1020.3. The clear width of a ramp between handrails, if provided, or other permissible projections shall be 36 inches (914 mm) minimum.
1012.5.2 Headroom. The minimum headroom in all parts of the means of egress ramp shall be not less than 80 inches (2032 mm) above the finished floor of the ramp run and any intermediate landings. The minimum clearance shall be maintained for the full width of the ramp and landing.
1012.5.3 Restrictions. Means of egress ramps shall not reduce in width in the direction of egress travel. Projections into the required ramp and landing width are prohibited. Doors opening onto a landing shall not reduce the clear width to less than 42 inches (1067 mm).
1012.6 Landings. ¶
Ramps shall have landings at the bottom and top of each ramp, points of turning, entrance, exits and at doors. Landings shall comply with Sections 1012.6.1 through 1012.6.5.
1012.6.1 Slope. Landings shall have a slope not steeper than one unit vertical in 48 units horizontal (2-percent slope) in any direction. Changes in level are not permitted.
1012.6.2 Width. The landing width shall be not less than the width of the widest ramp run adjoining the landing.
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
MEANS OF EGRESS
1012.6.3 Length. The landing length shall be 60 inches (1525 mm) minimum.
Exceptions:
- In Group R-2 and R-3 individual dwelling and sleeping units that are not required to be accessible in accordance with Chapter 11A, landings are permitted to be 36 inches (914 mm) minimum.
- Where the ramp is not a part of an accessible route, the length of the landing shall not be required to be more than 48 inches (1219 mm) in the direction of travel.
1012.6.4 Change in direction. Where changes in direction of travel occur at landings provided between ramp runs, the landing shall be 60 inches by 60 inches (1524 mm by 1524 mm) minimum.
Exception: In Group R-2 and R-3 individual dwelling and sleeping units that are not required to be accessible in accordance with Chapter 11A, landings are permitted to be 36 inches (914 mm) minimum.
1012.6.5 Doorways. Where doorways are located adjacent to a ramp landing, maneuvering clearances required for accessibility are permitted to overlap the required landing area as specified in Chapter 11A or 11B, as applicable.
1012.7 Ramp construction. ¶
Ramps shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction.
1012.7.1 Ramp surface. The surface of ramps shall be of slip-resistant materials that are securely attached.
1012.7.2 Outdoor conditions. Outdoor ramps and outdoor approaches to ramps shall be designed so that water will not accumulate on walking surfaces.
1012.8 Handrails. ¶
Ramps with a rise greater than 6 inches (152 mm) shall have handrails on both sides. Handrails shall comply with Section 1014.
1012.9 Guards. ¶
Guards shall be provided where required by Section 1015 and shall be constructed in accordance with Section 1015.
1012.10 Edge protection. ¶
Edge protection complying with Section 1012.10.1 or 1012.10.2 shall be provided on each side of ramp runs and at each side of ramp landings.
Exceptions:
- Edge protection is not required on ramps that are not required to have handrails, provided they have flared sides that comply with Chapter 11A or 11B.
- Edge protection is not required on the sides of ramp landings serving an adjoining ramp run or stairway.
- Edge protection is not required on the sides of ramp landings having a vertical dropoff of not more than [1] / 2 inch (12.7 mm) within 10 inches (254 mm) horizontally of the required landing area.
1012.10.1 Curb, rail, wall or barrier. A curb, rail, wall or barrier shall be provided to serve as edge protection. A curb shall be not less than 4 inches (102 mm) in height. Barriers shall be constructed so that the barrier prevents the passage of a 4-inch-diameter (102 mm) sphere, where any portion of the sphere is within 4 inches (102 mm) of the floor or ground surface.
1012.10.2 Extended floor or ground surface. The floor or ground surface of the ramp run or landing shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail complying with Section 1014.
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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