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Chapter 11 — STORM DRAINAGE

1103.4 Side Walls Draining onto a Roof.

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.

Where vertical walls project above a roof to permit storm water to drain into the roof area below, the adjacent roof area shall be permitted to be computed from Table 1103.1 as follows: (1) For one wall – add 50 percent of the wall area to the roof

area figures. (2) For two adjacent walls of equal height – add 35 percent

of the total wall areas.

2022 CALIFORNIA PLUMBING CODE 203

STORM DRAINAGE

TABLE 1103.1 SIZING ROOF DRAINS, LEADERS, AND

VERTICAL RAINWATER PIPING 2, 3

SIZE OF
DRAIN,
LEADER,
OR PIPE
FLOW MAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS AT VARIOUS RAINFALL RATES
(square feet)
inches gpm1 1 (in/h) 2 (in/h) 3 (in/h) 4 (in/h) 5 (in/h) 6 (in/h) 7 (in/h) 8 (in/h) 9 (in/h) 10 (in/h) 11 (in/h) 12 (in/h)
2 30 2880 1440 960 720 575 480 410 360 320 290 260 240
3 92 8800 4400 2930 2200 1760 1470 1260 1100 980 880 800 730
4 192 18 400 9200 6130 4600 3680 3070 2630 2300 2045 1840 1675 1530
5 360 34 600 17 300 11 530 8650 6920 5765 4945 4325 3845 3460 3145 2880
6 563 54 000 27 000 17 995 13 500 10 800 9000 7715 6750 6000 5400 4910 4500
8 1208 116 000 58 000 38 660 29 000 23 200 19 315 16 570 14 500 12 890 11 600 10 545 9600

For SI units: 1 inch = 25 mm, 1 gallon per minute = 0.06 L/s, 1 inch per hour = 25.4 mm/h, 1 square foot = 0.0929 m 2 Notes: 1 Maximum discharge capacity, gpm (L/s) with approximately 13 ⁄ 4 inch (44 mm) head of water at the drain. 2 For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the 1 inch per hour (25.4 mm/h) column by the desired rainfall rate. 3 Vertical piping shall be round, square, or rectangular. Square pipe shall be sized to enclose its equivalent round pipe. Rectangular pipe shall have not less than the same cross-sectional area as its equivalent round pipe, except that the ratio of its side dimensions shall not exceed 3 to 1.

(3) For two adjacent walls of unequal height – add 35 per cent of the total common height and add 50 percent of the remaining height of the highest wall. (4) Two opposite walls of same height – add no additional

area. (5) Two opposite walls of differing heights – add 50 percent

of the wall area above the top of the lower wall. (6) Walls on three sides – add 50 percent of the area of the

inner wall below the top of the lowest wall, plus an allowance for the area of the wall above the top of the lowest wall, in accordance with Section 1103.4(3) and Section 1103.4(5) above. (7) Walls on four sides – no allowance for wall areas below

the top of the lowest wall – add for areas above the top of the lowest wall in accordance with Section 1103.4(1), Section 1103.4(3), Section 1103.4(5), and Section 1103.4(6) above.

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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
    Overview
    1. 1101.1 Applicability. This chapter shall govern the materials,…
    2. 1101.2 Where Required. Roofs, paved areas, yards, courts,
    3. 1101.3 Storm Water Drainage to Sanitary Sewer Pro-
    4. 1101.4 Material Uses. Pipe, tube, and fittings conveying
    5. 1101.5 Expansion Joints Required. Expansion joints or
    6. 1101.6 Subsoil Drains. Subsoil drains shall be provided
    7. 1101.7 Building Subdrains. Building subdrains located
    8. 1101.8 Areaway Drains. Open subsurface space adjacent
    9. 1101.9 Window Areaway Drains. Window areaways at a
    10. 1101.10 Filling Stations and Motor Vehicle Washing
    11. 1101.11 Paved Areas. Where the occupant creates surface
    12. 1101.12 Roof Drainage. Roof drainage shall comply with
    13. 1101.13 Cleanouts. Cleanouts for building storm drains
    14. 1101.14 Rainwater Sumps. Rainwater sumps serving
    15. 1101.15 Traps on Storm Drains and Leaders. Leaders
    16. 1101.16 Leaders, Conductors, and Connections.
    17. 1102.1 Applications. Roof drains shall be constructed of
    18. 1102.2 Dome Strainers Required. Roof drains shall have
    19. 1102.3 Roof Drain Flashings. The connection between
    20. 1103.1 Vertical Conductors and Leaders. Vertical conductors an…
    21. 1103.2 Size of Horizontal Storm Drains and Sewers.
    22. 1103.3 Size of Roof Gutters. The size of semi-circular
    23. 1103.4 Side Walls Draining onto a Roof. Where vertical walls p…
    24. 1104.1 General. Where there is a continuous or semi-continuous…
    25. 1105.1 Application. Instead of sizing the storm drainage
    26. 1105.2 Setback Roofs. Drains on setback roofs shall be
    27. 1106.1 General. The design and sizing of a storm drainage
    28. 1106.2 Siphonic Roof Drainage Systems. The design of
    29. 1106.3 Siphonic Roof Drains. Siphonic roof drains shall
    30. 1107.1 Testing Required. New building storm drainage
    31. 1107.2 Methods of Testing Storm Drainage Systems.
  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 STANDARDS
  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
  31. Appendix N — IMPACT OF WATER TEMPERATURE ON THE POTENTIAL FOR …

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