1101.16 Leaders, Conductors, and Connections.
California Plumbing Code (Title 24, Part 5) · 2019 edition · updated 2026-09-10 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
Leaders or conductors shall not be used as soil, waste, or vent pipes nor shall soil, waste, or vent pipes be used as leaders or conductors.
1101.16.1 Protection of Leaders. Leaders installed along alleyways, driveways, or other locations where exposed to damage shall be protected by metal guards, recessed into the wall, or constructed from the ferrous pipe. 1101.16.2 Combining Storm with Sanitary Drainage. The sanitary and storm drainage system of a building shall be entirely separate, except where a combined sewer is used, in which case the building storm drain shall be connected in the same horizontal plane through a single wye fitting to the combined building sewer not less than 10 feet (3048 mm) downstream from a soil stack.
1101.13.1 Rain Leaders and Conductors. Rain leaders and conductors connected to a building storm sewer shall have a cleanout installed at the base of the outside leader or outside conductor before it connects to the horizontal drain.
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Ask AI about this code▸Contents — California Plumbing Code (Title 24, Part 5)
- Chapter 1 — GENERAL CODE PROVISIONS
- Chapter 2 — DEFINITIONS
- Chapter 3 — GENERAL REGULATIONS
- Chapter 4 — PLUMBING FIXTURES AND FIXTURE FITTINGS
- Chapter 5 — WATER HEATERS
- Chapter 6 — WATER SUPPLY AND DISTRIBUTION
- Chapter 7 — SANITARY DRAINAGE
- Chapter 8 — INDIRECT WASTES
- Chapter 9 — VENTS
- Chapter 10 — TRAPS AND INTERCEPTORS
▸Chapter 11 — STORM DRAINAGE
Overview- 1101.2 Where Required. Roofs, paved areas, yards, courts,
- 1101.3 Storm Water Drainage to Sanitary Sewer Pro-hibited. Sto…
- 1101.4 Material Uses. Pipe, tube, and fittings conveying
- 1101.5 Expansion Joints Required. Expansion joints or
- 1101.6 Subsoil Drains. Subsoil drains shall be provided
- 1101.9 Window Areaway Drains. Window areaways at a
- 1101.10 Filling Stations and Motor Vehicle WashingEstablishmen…
- 1101.11 Paved Areas. Where the occupant creates surface
- 1101.12 Roof Drainage. Roof drainage shall comply with
- 1101.7 Building Subdrains. Building subdrains located
- 1101.8 Areaway Drains. Open subsurface space adjacent
- 1101.13 Cleanouts. Cleanouts for building storm drains
- 1101.16 Leaders, Conductors, and Connections.
- 1101.14 Rainwater Sumps. Rainwater sumps serving
- 1101.15 Traps on Storm Drains and Leaders. Leaders
- 1102.2 Dome Strainers Required. Roof drains shall have
- 1102.3 Roof Drain Flashings. The connection between
- 1103.2 Size of Horizontal Storm Drains and Sewers.
- 1103.3 Size of Roof Gutters. The size of semi-circular
- 1103.4 Side Walls Draining onto a Roof. Where vertical walls p…
- 1104.0 Values for Continuous Flow.1104.1 General. Where there …
- 1105.0 Controlled-Flow Roof Drainage.1105.1 Application. Inste…
- 1105.2 Setback Roofs. Drains on setback roofs shall be
- 1106.2 Siphonic Roof Drainage Systems. The design of
- 1106.3 Siphonic Roof Drains. Siphonic roof drains shall
- 1107.2 Methods of Testing Storm Drainage Systems. Except for o…
- Chapter 12 — FUEL GAS PIPING
- Chapter 13 — HEALTH CARE FACILITIES AND MEDICAL GAS AND MEDICA…
- Chapter 14 — FIRESTOP PROTECTION
- Chapter 15 — ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
- Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
- Chapter 17 — REFERENCED STANDARDS
- Appendix A — RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYS…
- Appendix B — EXPLANATORY NOTES ON COMBINATION WASTE AND VENT S…
- Appendix C — ALTERNATE PLUMBING SYSTEMS
- Appendix D — SIZING STORM WATER DRAINAGE SYSTEMS
- Appendix E — MANUFACTURED/MOBILE HOME PARKS AND RECREATIONAL V…
- Appendix F — FIREFIGHTER BREATHING AIR REPLENISHMENT SYSTEMS
- Appendix G — SIZING OF VENTING SYSTEMS
- Appendix H — PRIVATE SEWAGE DISPOSAL SYSTEMS
- Appendix I — INSTALLATION STANDARD FOR PEX TUBING SYSTEMS FOR …
- Appendix J — COMBINATION OF INDOOR AND OUTDOOR COMBUSTION AND …
- Appendix K — POTABLE RAINWATER CATCHMENT SYSTEMS
- Appendix L — SUSTAINABLE PRACTICES
- Appendix M — PEAK WATER DEMAND CALCULATOR