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.
Get a plain-English answer with a citation back to this text.
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 …