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Chapter 11 — STORM DRAINAGE

1105.0 Controlled-Flow Roof Drainage.1105.1 Application.

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.

Instead of sizing the storm drainage system in accordance with Section 1103.0, the roof drainage shall be permitted to be sized by controlled flow and storage of the storm water on the roof, provided the following conditions are met: (1) The water from a 25-year frequency storm shall not be

stored on the roof exceeding 24 hours.

ROOF RISE*
(inches)
MAXIMUM WATER DEPTH AT
DRAIN
(inches)
Flat
3
2
4
4
5

6
6

(1) The water from a 25-year frequency storm shall not be

stored on the roof exceeding 24 hours. (2) During the storm, the water depth on the roof shall not

exceed the depths specified in Table 1105.1(1).

(2) During the storm, the water depth on the roof shall not

exceed the depths specified in Table 1105.1(1). (3) Not less than two drains shall be installed in roof areas of

10 000 square feet (929 m 2 ) or less, and not less than one

  • Vertical measurement from the roof surface at the drain to the highest point of the roof surface served by the drain, ignoring a local depression immediately adjacent to the drain.

(3) Not less than two drains shall be installed in roof areas of

10 000 square feet (929 m 2 ) or less, and not less than one additional drain shall be installed for each 10 000 square feet (929 m 2 ) of roof area exceeding 10 000 square feet (929 m 2 ). (4) Each roof drain shall have a precalibrated, fixed (non adjustable), and proportional weir (notched) in a standing

TABLE 1105.1(2)

(4) Each roof drain shall have a precalibrated, fixed (non adjustable), and proportional weir (notched) in a standing water collar inside the strainer. No mechanical devices or valves shall be permitted. (5) Pipe sizing shall be based on the pre-calibrated rate of

flow (gpm) (L/s) of the pre-calibrated weir for the max

Pipe sizing shall be based on the pre-calibrated rate of

flow (gpm) (L/s) of the pre-calibrated weir for the maximum allowable water depth, and Table 1103.1 and Table 1103.2.

DISTANCE OF SCUPPER BOTTOMS ABOVE ROOF
ROOF RISE*
(inches)
ABOVE ROOF LEVEL
AT DRAIN
(inches)
Flat
3
2
4
4
5

6
6
  • Vertical measurement from the roof surface at the drain to the highest point of the roof surface served by the drain, ignoring a local depression immediately adjacent to the drain.

214 2019 CALIFORNIA PLUMBING CODE

STORM DRAINAGE

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Contents — California Plumbing Code (Title 24, Part 5)
California Plumbing Code (Title 24, Part 5)
  1. Chapter 1 — GENERAL CODE PROVISIONS
  2. Chapter 2 — DEFINITIONS
  3. Chapter 3 — GENERAL REGULATIONS
  4. Chapter 4 — PLUMBING FIXTURES AND FIXTURE FITTINGS
  5. Chapter 5 — WATER HEATERS
  6. Chapter 6 — WATER SUPPLY AND DISTRIBUTION
  7. Chapter 7 — SANITARY DRAINAGE
  8. Chapter 8 — INDIRECT WASTES
  9. Chapter 9 — VENTS
  10. Chapter 10 — TRAPS AND INTERCEPTORS
  11. Chapter 11 — STORM DRAINAGE
  12. Chapter 12 — FUEL GAS PIPING
  13. Chapter 13 — HEALTH CARE FACILITIES AND MEDICAL GAS AND MEDICA…
  14. Chapter 14 — FIRESTOP PROTECTION
  15. Chapter 15 — ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
  16. Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
  17. Chapter 17 — REFERENCED STANDARDS
  18. Appendix A — RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYS…
  19. Appendix B — EXPLANATORY NOTES ON COMBINATION WASTE AND VENT S…
  20. Appendix C — ALTERNATE PLUMBING SYSTEMS
  21. Appendix D — SIZING STORM WATER DRAINAGE SYSTEMS
  22. Appendix E — MANUFACTURED/MOBILE HOME PARKS AND RECREATIONAL V…
  23. Appendix F — FIREFIGHTER BREATHING AIR REPLENISHMENT SYSTEMS
  24. Appendix G — SIZING OF VENTING SYSTEMS
  25. Appendix H — PRIVATE SEWAGE DISPOSAL SYSTEMS
  26. Appendix I — INSTALLATION STANDARD FOR PEX TUBING SYSTEMS FOR …
  27. Appendix J — COMBINATION OF INDOOR AND OUTDOOR COMBUSTION AND …
  28. Appendix K — POTABLE RAINWATER CATCHMENT SYSTEMS
  29. Appendix L — SUSTAINABLE PRACTICES
  30. Appendix M — PEAK WATER DEMAND CALCULATOR

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