2021 IPC Roof Drainage Tables | Pipe, Leader & Gutter

Look up 2021 IPC storm pipe, round leader and semicircular gutter capacities in gpm. Compare table numbers, pipe slope and a roof rainfall-to-flow example.

Choose the roof-drainage component below, then compare its capacity in gallons per minute (gpm) with the design flow. These 2021 IPC tables distinguish storm piping, vertical leaders and gutters; use the edition adopted for your project.

Storm piping capacities — Table 1106.2

Capacities are gpm. Horizontal columns use pipe slope in inches per foot.

Pipe (in)Vertical 1/16 in/ft1/8 in/ft 1/4 in/ft1/2 in/ft
2 3415223144
3 87395579111
4 18081115163231
5 311117165234331
6 538243344487689
8 1,1175057141,0101,429
10 2,0509271,3111,8552,623
12 3,2721,4802,0932,9604,187
15 5,5432,5083,5465,0167,093

Round leader capacities — Table 1106.3

Round sizes only; the source also lists rectangular leaders.

Diameter (in)Capacity (gpm)
2 30
2.5 54
3 92
4 192
5 360
6 563
8 1,208

Semicircular gutter capacities — Table 1106.6

Only the listed semicircular size/slope combinations are shown. See the source for rectangular gutters.

Diameter (in)Slope (in/ft)Capacity (gpm)
4 1/8 39
5 1/8 74
6 1/8 110
8 1/16 172
8 1/8 247
10 1/16 331
10 1/8 472

Example: roof rainfall to flow

A 2,000 ft² roof receiving 3 in/hr produces approximately 2,000 × 3 × 0.623 ÷ 60 = 62.3 gpm before collection losses. The conversion uses approximately 0.623 gallons per inch-square-foot; see the TWDB collection-volume explanation.

At 1/8 in/ft, the 3-inch storm-pipe row gives 55 gpm and the 4-inch row 115 gpm. This compares table capacities with a rainfall-only load; it does not select a roof drain.

Complete the roof-drainage checks

Check the manufacturer's drain flow at the applicable ponding head (1105.2–1106.2), contributing wall area (1106.4) and secondary drainage (1108). Siphonic systems have a separate method in 1107; controlled-flow systems are covered in 1110.

Table source