Gutter & Downspout Calculator
Linear feet of gutter, downspout count, and runoff capacity per IRC R903.4.1 rules of thumb.
Steeper roofs capture wind-driven rain over a larger effective area.
Default 4 in/hr — typical 100-year design value. Adjust per your local NOAA Atlas 14 IDF curves.
Roof Runoff (Peak)
91 gpm
12.22 CF/min at 4 in/hr
| Effective drained area | 2200 SF |
| Per-section flow | 46 gpm ✓ |
| Downspouts planned vs. recommended | 2 / 3 ✗ add more |
| Gutter LF | 120 LF |
| Downspout LF (total) | 20 LF |
| End caps | 6 |
| Outlets | 2 |
| Total material cost | $1,100 |
Increase downspout count to at least 3 per IRC R903.4.1.
ESTIMATE ONLY — not a stamped engineering design. Verify with a licensed PE before procurement or construction.
Methodology
Roof runoff (CF/min) = area (SF) × rainfall (in/hr) ÷ 720. Conversion: 1 CF/min = 7.4805 gpm. Downspout recommendation follows IRC R903.4.1 / IPC 1106 — one downspout per 600–1200 SF of roof area or per 50 LF of gutter. Gutter capacity ratings reference SMACNA Architectural Sheet Metal Manual and published manufacturer specs at typical 1/16-in/ft slope.