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P3005.4 Drain Pipe Sizing
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MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS
TO BE CONNECTED TO THE BUILDING DRAIN,
BUILDING DRAIN BRANCHES OR THE BUILDING SEWER
Drain pipes shall be sized according to drainage fixture unit (d.f.u.) loads. The size of the drainage piping shall not be reduced in size in the direction of flow. The following general procedure is permitted to be used:
- Draw an isometric layout or riser diagram denoting fixtures on the layout.
- Assign d.f.u. values to each fixture group plus individual fixtures using Table P3004.1.
- Starting with the top floor or most remote fixtures, work downstream toward the building drain accumulating d.f.u. values for fixture groups plus individual fixtures for each branch. Where multiple bath groups are being added, use the reduced d.f.u. values in Table P3004.1, which take into account probability factors of simultaneous use.
- Size branches and stacks by equating the assigned d.f.u. values to pipe sizes shown in Table P3005.4.1.
- Determine the pipe diameter and slope of the building drain and building sewer based on the accumulated d.f.u. values, using Table P3005.4.2.
P3005.4.1 Branch and Stack Sizing
NOMINAL PIPE SIZE (inches) | ANY HORIZONTAL FIXTURE BRANCH | ANY ONE VERTICAL STACK OR DRAIN |
11/4a, b | — | — |
11/2b | 3 | 4 |
2b | 6 | 10 |
21/2b | 12 | 20 |
3 | 20 | 48 |
4 | 160 | 240 |
For SI: 1 inch = 25.4 mm.
- 11/4-inch pipe size limited to a single-fixture drain. See Table P3201.7.
- Water closets prohibited.
P3005.4.2 Building Drain and Sewer Size and Slope
Pipe sizes and slope shall be determined from Table P3005.4.2 on the basis of drainage load in fixture units (d.f.u.) computed from Table P3004.1.
TABLE P3005.4.2
MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN,
BUILDING DRAIN BRANCHES OR THE BUILDING SEWER
DIAMETER OF PIPE (inches) | SLOPE PER FOOT | ||
1/8 inch | 1/4 inch | 1/2 inch | |
11/2a, b | — | Note a | Note a |
2b | — | 21 | 27 |
21/2b | — | 24 | 31 |
3 | 36 | 42 | 50 |
4 | 180 | 216 | 250 |
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