A house gets 5-inch or 6-inch gutters because houses are broadly similar and the convention works. A commercial roof does not get that luxury. Roof areas are larger, the consequences of an overflow are bigger, and in most jurisdictions the sizing is a code question with a documented answer.
Here is what that answer is built from, so you can tell whether a contractor has done the work or guessed.
The two things every calculation needs
Roof area, horizontally projected. Codes size drainage from the roof's footprint, not its sloped surface, plus a contribution from adjacent vertical walls that shed onto it. The area that matters is the area draining to that outlet, not the whole building.
A design rainfall rate for your location. This is where a national rule of thumb
falls apart. The rate comes from NOAA's precipitation frequency data for the specific site, and it
differs meaningfully between Macon, Marietta, Cincinnati and South Bend. Both approaches below reduce
to the rational method, Q = CiA - flow equals a runoff coefficient times intensity times
area - so the intensity you feed it decides everything downstream.
Where IPC Chapter 11 applies
Where a jurisdiction adopts the International Plumbing Code, Chapter 11 governs storm drainage. Two tables do most of the work:
- Table 1106.2 sizes vertical conductors and leaders, from horizontally projected roof area against the rainfall rate in inches per hour.
- Table 1106.6 sizes horizontal gutters, with flow varying by gutter slope.
The IPC's design storm is conventionally the 100-year, one-hour rainfall rate for the location, which your authority having jurisdiction confirms.
Where SMACNA applies, and why the numbers differ
Sheet metal work is commonly designed to SMACNA's Architectural Sheet Metal Manual, which covers the same ground with its own tables and publishes a free sizing calculator. There is one difference that matters and that gets blurred constantly:
SMACNA's rainfall data uses a 5-minute duration. The IPC's uses one hour. For the same location and the same return period, the 5-minute figure is the higher number, because it measures the peak of the storm rather than its hourly average. Numbers from the two are not interchangeable, and a design that mixes them produces undersized outlets. Any figure on a drawing should say which basis it came from.
What about residential?
The IRC governs one- and two-family dwellings, and R903.4 requires only that roof drainage discharge to an approved location. It prescribes no gutter width and no downspout size. That vacuum is exactly why "one square inch of downspout per hundred square feet of roof" circulates as though it were a standard. It is a reasonable starting point on a moderate roof in an average rainfall market, and it quietly assumes a pitch, an intensity and an outlet spacing that may not be yours.
Questions worth asking a commercial contractor
- What roof area did you use for this outlet, and is it the horizontal projection?
- What rainfall rate, from what source, and on what duration?
- Which standard are you designing to here, and has the AHJ confirmed it?
- Does the design account for the walls shedding onto this roof?
- What happens if the primary drainage blocks - is there secondary or overflow provision, and does this jurisdiction require it?
A contractor who can answer those has done a calculation. One who leads with "we always use 6-inch" has done arithmetic on a different building.
Our commercial gutter services team will put the design basis in writing alongside the quote, so it can be checked rather than taken on trust.

Written by
Michael Nungesser
Owner · Central Georgia
Owner of Top Rated Gutters of Central Georgia with 20+ years in home improvement across the state.




