Section 3136B — POOL SKIMMING SYSTEMS
2025 California Building Code (Title 24, Part 2) · 2025 edition · updated 2026-07-27 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
The pool shall be equipped with one or more skimming methods to provide continuous skimming of the pool water and shall be capable of continually withdrawing not less than 100 percent of the flow rate.
3136B.1 Surface skimmers. Each surface skimmer shall comply with the following provisions: ¶
1. The skimmer shall be recessed into the pool wall; and
2. The skimmer shall be individually adjustable for the rate of flow with either an external or internal device; and
3. If used, a skimmer equalizer suction outlet shall be connected to at least two suction grate assemblies that meet the ANSI/ APSP-16 2011 performance standard and are located at least 3 feet (915 mm) apart in any dimension between the suction outlets; and
4. The skimmer weir shall automatically adjust to variations in the pool water level over a range of not less than 4 inches (102 mm); and
5. Each skimmer shall be provided with a removable and cleanable screen or basket to trap objects. The screen or basket shall be accessible through an opening in the deck above the skimmer; and
6. There shall be a minimum of one skimmer for every 500 square feet or less of pool water surface area or an adequate number to meet 100 percent of pump flow at the manufacturer’s maximum flow rating, whichever is greater; and
7. Each skimmer shall be located in relation to pool inlets to aid recirculation and surface skimming; and
8. All surface skimmers shall comply with applicable requirements established by the NSF/ANSI 50-2012 performance standard effective September 2012.
3136B.2 Perimeter overflow systems. ¶
A perimeter overflow system shall be required in pools whose water surface area equals or exceeds 5,000 square feet (464.52 m [2] ). Perimeter overflow systems shall be designed by an engineer or architect who has experience working on public pools and shall comply with the following provisions:
1. Location. The overflow system shall be integrated with the pool structure and extend completely around the pool parallel to the pool deck except where an entry or exit may require interruption; and
2. Channel detail. The overflow channel shall be not less than 3 inches (76 mm) deep, the section shall not diverge with depth of the channel, and the width of the bottom shall be not less than 3 inches (76 mm). The opening beneath the coping into the over- flow system shall be a minimum of 4 inches (102 mm) beneath the coping in any direction measured radially from the inner edge of the overflow channel lip; and
3. Channel lip. The overflow channel lip shall be not more than 12 inches (305 mm) below the level of the coping or deck. The lip edge shall be rounded and shall be not thicker than 2 [1] / 2 inches (64 mm) or thinner than 1 inch (25 mm) for the top 2 inches (51 mm); and 4. Channel covering. Covered overflow channels shall be permitted provided the openings do not exceed [1] / 2 inch in the smaller dimension; and
5. Channel outlets. Channel outlet spacing and channel bottom slope shall be hydraulically designed by an engineer or architect who has experience working on public pools; and
31B-18 2025 CALIFORNIA BUILDING CODE
on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.
PUBLIC POOLS
6. Channel outlet covers. Overflow channel outlet covers shall be accessible for cleaning and maintenance. Openings of the channel outlet covers shall not pass a [1] / 2 inch (13 mm) sphere in the smaller dimension; and 7. Channel drain piping. Channel drain piping shall provide drainage of the overflow system, carry overflow water to a surge basin and return to skimming within 10 minutes after being flooded by a sudden displacement of the pool water by pool users; and
8. Surge storage capacity. A perimeter overflow system shall be provided with a minimum surge storage capacity of not less than 1 gallon per square foot (40.75 L/m [2] ) of pool water surface area. Surge storage shall be permitted in the surge basin, perimeter overflow channel and in the channel drain piping returning to the surge basin.
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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
- 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
Overview- Section 3101B — SCOPE
- Section 3102B — DEFINITIONS
- Section 3103B — PLAN REVIEW
- Section 3104B — CONSTRUCTION
- Section 3105B — PLAN COMPLIANCE INSPECTIONS
- Section 3106B — SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
- Section 3107B — ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS O…
- Section 3108B — POOL CONSTRUCTION
- Section 3109B — POOL GEOMETRY
- Section 3110B — PERMANENT MARKINGS
- Section 3111B — STEPS, RECESSED STEPS, LADDERS AND STAIRS
- Section 3112B — HANDHOLDS
- Section 3113B — DIVING BOARDS AND PLATFORMS
- Section 3114B — POOL DECKS
- Section 3115B — POOL LIGHTING
- Section 3116B — DRESSING, SHOWER AND TOILET FACILITIES
- Section 3117B — DRINKING FOUNTAINS
- Section 3118B — HOSE BIBBS
- Section 3119B — POOL ENCLOSURE
- Section 3120B — REQUIRED SIGNS
- Section 3121B — INDOOR POOL VENTILATION
- Section 3122B — POOL EQUIPMENT ENCLOSURE
- Section 3123B — GENERAL REQUIREMENTS
- Section 3124B — TURNOVER TIME
- Section 3125B — RECIRCULATION PIPING SYSTEM AND COMPONENTS
- Section 3126B — RECIRCULATION PUMP CAPACITY
- Section 3127B — WATER SUPPLY INLETS
- Section 3128B — FILTERS (ALL TYPES)
- Section 3129B — RAPID SAND PRESSURE FILTERS
- Section 3130B — DIATOMACEOUS EARTH FILTERS
- Section 3131B — HIGH-RATE SAND FILTERS
- Section 3132B — CARTRIDGE FILTERS
- Section 3133B — CHEMICAL FEEDERS
- Section 3134B — DISINFECTANT FEEDERS
- Section 3135B — GAS CHLORINATION EQUIPMENT ROOM
- Section 3136B — POOL SKIMMING SYSTEMS
- Section 3137B — POOL FITTINGS
- Section 3138B — SPA POOL SPECIAL REQUIREMENTS
- Section 3139B — SOLAR HEATING INSTALLATIONS
- Section 3140B — CLEANING SYSTEMS
- Section 3141B — WASTEWATER DISPOSAL
- Section 3142B — RESERVED
- Section 3143B — RESERVED
- Section 3144B — RESERVED
- Section 3145B — RESERVED
- Section 3146B — RESERVED
- Section 3147B — RESERVED
- Section 3148B — RESERVED
- Section 3149B — RESERVED
- Section 3150B — RESERVED
- Section 3151B — RESERVED
- Section 3152B — RESERVED
- Section 3153B — RESERVED
- Section 3154B — RESERVED
- Section 3155B — RESERVED
- Section 3156B — RESERVED
- Section 3157B — RESERVED
- Section 3158B — RESERVED
- Section 3159B — RESERVED
- Section 3160B — GROUND FAULT CIRCUIT INTERRUPTERS
- Section 3161B — WADING POOLS
- Section 3162B — ANTI-ENTRAPMENT DEVICES AND SYSTEMS
- 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