1101.9 Window Areaway Drains. Window areaways at a
California Plumbing Code (Title 24, Part 5) · 2022 edition · updated 2026-09-10 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
maximum of 10 square feet (0.93 m 2 ) in area shall be permitted to discharge to the subsoil drains through a 2 inch (50 mm) diameter pipe. However, window areaways exceeding 10 square feet (0.93 m 2 ) in area shall be handled in the manner provided for entrance areaways (see Section 1101.8).
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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- 1101.1 Applicability. This chapter shall govern the materials,…
- 1101.2 Where Required. Roofs, paved areas, yards, courts,
- 1101.3 Storm Water Drainage to Sanitary Sewer Pro-
- 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
- 1101.7 Building Subdrains. Building subdrains located
- 1101.8 Areaway Drains. Open subsurface space adjacent
- 1101.9 Window Areaway Drains. Window areaways at a
- 1101.10 Filling Stations and Motor Vehicle Washing
- 1101.11 Paved Areas. Where the occupant creates surface
- 1101.12 Roof Drainage. Roof drainage shall comply with
- 1101.13 Cleanouts. Cleanouts for building storm drains
- 1101.14 Rainwater Sumps. Rainwater sumps serving
- 1101.15 Traps on Storm Drains and Leaders. Leaders
- 1101.16 Leaders, Conductors, and Connections.
- 1102.1 Applications. Roof drains shall be constructed of
- 1102.2 Dome Strainers Required. Roof drains shall have
- 1102.3 Roof Drain Flashings. The connection between
- 1103.1 Vertical Conductors and Leaders. Vertical conductors an…
- 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…
- 1104.1 General. Where there is a continuous or semi-continuous…
- 1105.1 Application. Instead of sizing the storm drainage
- 1105.2 Setback Roofs. Drains on setback roofs shall be
- 1106.1 General. The design and sizing of a storm drainage
- 1106.2 Siphonic Roof Drainage Systems. The design of
- 1106.3 Siphonic Roof Drains. Siphonic roof drains shall
- 1107.1 Testing Required. New building storm drainage
- 1107.2 Methods of Testing Storm Drainage Systems.
- 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 STANDARDS
- 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
- Appendix N — IMPACT OF WATER TEMPERATURE ON THE POTENTIAL FOR …