Section 1006 — NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
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.
1006.1 General. ¶
The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including mezzanines, and Section 1006.3 for stories or occupiable roofs.
1006.2 Egress from spaces. ¶
Rooms, areas or spaces, including mezzanines, within a story or basement shall be provided with the number of exits or access to exits in accordance with this section.
1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. The cumulative occupant load from adjacent rooms, areas or spaces shall be determined in accordance with Section 1004.2.
Exceptions:
- The number of exits from foyers, lobbies, vestibules or similar spaces need not be based on cumulative occupant loads for areas discharging through such spaces, but the capacity of the exits from such spaces shall be based on applicable cumulative occupant loads.
- Rooms and care suites in Group I-2 occupancies complying with Section 407.4.
- Unoccupied mechanical rooms and penthouses are not required to comply with the common path of egress travel distance measurement.
4. In detention and correctional facilities and holding cells, such as are found in courthouse buildings, when the occupant load is more than 20 see Section 408.3.11.
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TABLE 1006.2.1—SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
| OCCUPANCY | MAXIMUM OCCUPANT LOAD OF SPACE |
MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) |
MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) |
MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) |
|---|---|---|---|---|
| OCCUPANCY | MAXIMUM OCCUPANT LOAD OF SPACE |
Without Automatic Sprinkler System (feet) |
Without Automatic Sprinkler System (feet) |
With Automatic Sprinkler System (feet) |
| OCCUPANCY | MAXIMUM OCCUPANT LOAD OF SPACE |
Occupant Load | Occupant Load | Occupant Load |
| OCCUPANCY | MAXIMUM OCCUPANT LOAD OF SPACE |
OL ≤ 30 | OL > 30 | OL > 30 |
| Ac, E, M | 49 | 75 | 75 | 75a |
| B | 49 | 100 | 75 | 100a |
| F | 49 | 75 | 75 | 100a |
| H-1, H-2, H-3 | 3 | NP | NP | 25b |
| H-4, H-5 | 10 | NP | NP | 75b |
| I-2d, I-4 | 10 | NP_i_ | NP_i_ | 75a |
| I-3_h_ | 10 | NP | NP | 100a |
| R-1 | 10 | NP | NP | 75a |
| R-2 | 20 | NP | NP | 125a |
| R-2.1 | 10 | NP | NP | 75a |
| R-2.2 | 20 | NP | NP | 125a |
| R-3e_, R-3.1e_ | 20 | NP | NP | 125a, g |
| R-4e | 20 | NP | NP | 125a, g |
| Sf | 29 | 100 | 75 | 100a |
| U | 49 | 100 | 75 | 75a |
| L | See Section 453.6.1 | See Section 453.6.1 | NP | NP |
For SI: 1 foot = 304.8 mm.
NP = Not Permitted.
a. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprin-
kler systems are permitted in accordance with Section 903.3.1.2.
b. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.
c. For a room or space used for assembly purposes having fixed seating, see Section 1030.8.
d. For the travel distance limitations_ and number of exit and exit access requirements for rooms and spaces_in Group I-2, see Section 407.4.
e. The common path of egress travel distance shall only apply in a Group R-3 occupancy located in a mixed occupancy_building_.
f. The length of common path of egress travel distance in a Group S-2 open parking garage shall be not more than 100 feet.
g. For the travel distance limitations in Groups R-3 and R-4 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3, see Section
1006.2.2.6.
h. For holding cells, see Section 408.3.11.
i. In accordance with Health and Safety Code Section 13113(d), there is no requirement for automatic sprinkler protection in an existing Group I-2 located in Type IA construction.
1006.2.1.1 Three or more exits or exit access doorways. Three exits or exit access doorways shall be provided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be provided from any space with an occupant load greater than 1,000.
1006.2.2 Egress based on use. The numbers, configuration and types of components of exits or access to exits shall be provided in the uses described in Sections 1006.2.2.1 through 1006.2.2.7 .
1006.2.2.1 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incinerator and furnace rooms where the area is over 500 square feet (46 m [2] ) and any fuel-fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. 1006.2.2.2 Refrigeration machinery rooms. Machinery rooms larger than 1,000 square feet (93 m [2] ) shall have not less than two exits or exit access doorways. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of the room.
Exit access travel distance shall be determined as specified in Section 1017.1, but all portions of a refrigeration machinery room shall be within 150 feet (45 720 mm) of an exit or exit access doorway where such rooms are not protected by an approved automatic sprinkler system. Egress is allowed through adjoining refrigeration machinery rooms or adjoining refrigerated rooms or spaces.
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Exit and exit access doorways shall swing in the direction of egress travel and shall be equipped with panic hardware, regardless of the occupant load served. Exit and exit access doorways shall be tight fitting and self-closing. 1006.2.2.3 Refrigerated rooms or spaces. Rooms or spaces having a floor area larger than 1,000 square feet (93 m [2] ), containing a refrigerant evaporator and maintained at a temperature below 68°F (20°C), shall have access to not less than two exits or exit access doorways.
Exit access travel distance shall be determined as specified in Section 1017.1. All portions of a refrigerated room or space shall be within 150 feet (45 720 mm) of an exit or exit access doorway leading to a nonrefrigerated area where such rooms are not protected by an approved automatic sprinkler system. Egress is allowed through adjoining refrigerated rooms or spaces.
Exception: Where using refrigerants in quantities limited to the amounts based on the volume set forth in the California Mechanical Code. Egress is allowed through adjoining refrigerated rooms or spaces.
1006.2.2.4 Electrical rooms. The location and number of exit or exit access doorways shall be provided for electrical rooms in accordance with Section 110.26 of the California Electrical Code for electrical equipment rated 1,000 volts or less, and Section 110.33 of the California Electrical Code for electrical equipment rated over 1,000 volts. Panic hardware shall be provided where required in accordance with Section 1010.2.8.2.
1006.2.2.5 Vehicular ramps. Vehicular ramps shall not be considered as an exit access ramp unless pedestrian facilities are provided.
1006.2.2.6 Groups R-3 and R-4. Where Group R-3 occupancies are permitted by Section 903.2.8 to be protected by an automatic sprinkler system installed in accordance with Section 903.3.1.3, the exit access travel distance for Group R-3 shall be not more than 125 feet (38 100 mm). Where Group R-4 occupancies are permitted by Section 903.2.8 to be protected by an automatic sprinkler system installed in accordance with Section 903.3.1.3, the exit access travel distance for Group R-4 shall be not more than 75 feet (22 860 mm).
1006.2.2.7 Large family day-care home. Every story or basement of a large family day-care home shall be provided with two exits which are remotely located from each other. Every required exit shall be of a size to permit the installation of a door not less than 32 inches (813 mm) in clear width and not less than 6 feet 8 inches (2,032 mm) in height. A manually operated horizontal slid- ing door may be used as one of the two required exits.
Where basements are used for day-care purposes, one of the two required exits shall provide access directly to the exterior without entering the first story. The second exit from the basement may either pass through the story above or exit directly to the exterior.
Rooms used for day-care purposes shall not be located above the first story.
Exception: Buildings equipped with an automatic sprinkler system throughout and which have at least one of the required exits providing access directly to the exterior. NFPA 13R may be used in large family day-care homes. The sprinkler omissions of NFPA 13R shall not apply unless approved by the enforcing agency.
Exit doors, including manually operated horizontal sliding doors, shall be openable from the inside without use of a key or any special knowledge or effort.
Tables 1006.3.3(1) and 1006.3.3(2) are not applicable to this occupancy classification.
1006.2.2.8 Group I-4 means of egress. Group I-4 facilities, rooms or spaces where care is provided for more than 10 children that are 36 months of age or less shall have access to not less than two exits or exit access doorways.
1006.3 Egress from stories or occupiable roofs. ¶
All spaces located on a story or occupiable roof shall have access to the required number of separate and distinct exits or access to exits based on the aggregate occupant load served in accordance with this section.
1006.3.1 Occupant load. Where stairways serve more than one story, or more than one story and an occupiable roof, only the occupant load of each story or occupiable roof, considered individually, shall be used when calculating the required number of exits or access to exits serving that story.
1006.3.2 Path of egress travel. The path of egress travel to an exit shall not pass through more than one adjacent story.
Exception: The path of egress travel to an exit shall be permitted to pass through more than one adjacent story in any of the following:
- In Group R-1, R-2 or R-3 occupancies, exit access stairways and ramps connecting four stories or less serving and contained within an individual dwelling unit, sleeping unit or live/work unit.
- Exit access stairways serving and contained within a Group R-3 congregate residence or a Group R-4 facility.
- Exit access stairways and ramps within an atrium complying with Section 404.
- Exit access stairways and ramps in open parking garages that serve only the parking garage.
- Exit access stairways and ramps serving smoke-protected assembly seating and open-air assembly seating complying with the exit access travel distance requirements of Section 1030.7.
- Exit access stairways and ramps between the balcony, gallery or press box and the main assembly floor in occupancies such as theaters, places of religious worship, auditoriums and sports facilities.
- Exterior exit access stairways and ramps between occupiable roofs.
1006.3.3 Egress based on occupant load. Each story and occupiable roof shall have the minimum number of separate and distinct exits, or access to exits, as specified in Table 1006.3.3. A single exit or access to a single exit shall be permitted in accor
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dance with Section 1006.3.4. The required number of exits, or exit access stairways or ramps providing access to exits, from any story or occupiable roof shall be maintained until arrival at the exit discharge or a public way.
TABLE 1006.3.3—MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY OR OCCUPIABLE ROOFS
| OCCUPANT LOAD PER STORY OR OCCUPIABLE ROOF |
MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY OR OCCUPIABLE ROOF |
|---|---|
| 1-500 | 2 |
| 501-1,000 | 3 |
| More than 1,000 | 4 |
1006.3.4 Single exits. A single exit or access to a single exit shall be permitted from any story or occupiable roof where one of the following conditions exists:
- The occupant load, number of dwelling units and exit access travel distance do not exceed the values in Table 1006.3.4(1) or 1006.3.4(2).
- Rooms, areas and spaces complying with Section 1006.2.1 with exits that discharge directly to the exterior at the level of exit discharge, are permitted to have one exit or access to a single exit.
- Parking garages where vehicles are mechanically parked shall be permitted to have one exit or access to a single exit.
- Group R-3 and R-4 occupancies shall be permitted to have one exit or access to a single exit.
- Individual single-story or multistory dwelling units shall be permitted to have a single exit or access to a single exit from the dwelling unit provided that both of the following criteria are met: 5.1. The dwelling unit complies with Section 1006.2.1 as a space with one means of egress. 5.2. Either the exit from the dwelling unit discharges directly to the exterior at the level of exit discharge, or the exit access outside the dwelling unit’s entrance door provides access to not less than two approved independent exits.
the dwelling unit provided that both of the following criteria are met: 5.1. The dwelling unit complies with Section 1006.2.1 as a space with one means of egress. 5.2. Either the exit from the dwelling unit discharges directly to the exterior at the level of exit discharge, or the exit access outside the dwelling unit’s entrance door provides access to not less than two approved independent exits.
TABLE 1006.3.4(1)—STORIES AND OCCUPIABLE ROOFS WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 AND R-3 OCCUPANCIES
| STORY | OCCUPANCY | MAXIMUM NUMBER OF DWELLING UNITS |
MAXIMUM EXIT ACCESS TRAVEL DISTANCE |
|---|---|---|---|
| Basement, first, second or third story above grade plane and occupi- able roofs over the first or second story above grade plane |
R-2a, b, c R-3a |
4 dwelling units NA |
125 feet NA |
| Fourth story above grade plane and higher | R-3a | NA | 125 feet |
| For SI: 1 foot = 304.8 mm. NP = Not Permitted. NA = Not Applicable. a. Buildings classified as Group R-2 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 and provided with emergency escape and rescue openings in accordance with Section 1031. b. This table is used for Group R-2 occupancies consisting of dwelling units. For Group R-2 occupancies consisting of sleeping units, use Table 1006.3.4(2). c. This table is for occupiable roofs accessed through and serving individual dwelling units in Group R-2 occupancies. For Group R-2 occupancies with occupiable roofs that are not accessed through and serving individual units, use Table 1006.3.4(2). |
TABLE 1006.3.4(2)—STORIES AND OCCUPIABLE ROOFS WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
| STORY AND OCCUPIABLE ROOF | OCCUPANCYe | MAXIMUM OCCUPANT LOAD PER STORY AND OCCUPIABLE ROOF |
MAXIMUM EXIT ACCESS TRAVEL DISTANCE (feet) |
|---|---|---|---|
| First story above or below grade plane and occupiable roofs over the first story above grade plane |
A, Bb, E, Fb, M, U | 49 | 75 |
| First story above or below grade plane and occupiable roofs over the first story above grade plane |
H-2, H-3 | 3 | 25 |
| First story above or below grade plane and occupiable roofs over the first story above grade plane |
H-4, H-5, I, R-1, R-2a, c_, R-2.2_ | 10 | 75 |
| First story above or below grade plane and occupiable roofs over the first story above grade plane |
I-2 | 7 | 50 |
| First story above or below grade plane and occupiable roofs over the first story above grade plane |
Sb, d | 29 | 75 |
| Second story above grade plane | B, F, M, Sd | 29 | 75 |
| Third story above grade plane and higher | NP | NA | NA |
For SI: 1 foot = 304.8 mm.
NP = Not Permitted.
NA = Not Applicable.
a. Buildings classified as Group R-2 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 and provided with emergency
escape and rescue openings in accordance with Section 1031.
b. Group B, F and S occupancies in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or an occupiable roof of such build-
ings shall have a maximum exit access travel distance of 100 feet.
c. This table is used for Group R-2 occupancies consisting of sleeping units. For Group R-2 occupancies consisting of dwelling units, use Table 1006.3.4(1).
d. The length of exit access travel distance in a Group S-2 open parking garage shall be not more than 100 feet.
e. For Group L Occupancies see Section 453.6.1.
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1006.3.4.1 Mixed occupancies. Where one exit, or exit access stairway or ramp providing access to exits at other stories, is permitted to serve individual stories, mixed occupancies shall be permitted to be served by single exits provided that each individual occupancy complies with the applicable requirements of Table 1006.3.4(1) or 1006.3.4(2) for that occupancy. Where applicable, cumulative occupant loads from adjacent occupancies shall be considered to be in accordance with the provisions of Section 1004.1. In each story of a mixed occupancy building, the maximum number of occupants served by a single exit shall be such that the sum of the ratios of the calculated number of occupants of the space divided by the allowable number of occupants indicated in Table 1006.3.4(2) for each occupancy does not exceed one. Where dwelling units are located on a story with other occupancies, the actual number of dwelling units divided by four plus the ratio from the other occupancy does not exceed one.
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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