UpCodes logo
Go To Full Code Chapter
Scuppers shall be sized in accordance with Table 1106.7.
TABLE 1106.7
SIZING SCUPPERS FOR A-5 INCH PER HOUR RATE OF RAINFALL
HEAD IN
INCHES
HORIZONTALLY PROJECTED ROOF AREA (SQUARE FEET)
LENGTH OF WEIR IN INCHES
46812162024
123034646169292311531384
264196112821923256432053846
31153173023073461461557696923
417942692358953847179897410,769
Note:
To adjust this table for other than a 5-inch design rain fall rate, multiply the square footage on the table by 5 then divide by the local design rain fall rate.
Example:
For 4 inches of design rainfall rate, a 4-inch long scupper with a 1-inch head would accommodate 287 square feet. (230 x 5) ÷4 = 287.
Upcodes Diagrams

Related Code Sections

1106.7 Storm Drainage, Scupper Sizing
Scuppers shall be sized in accordance with Table 1106.7. TABLE 1106.7 SIZING SCUPPERS FOR A-5 INCH PER HOUR RATE OF RAINFALL HEAD IN ...
1108.3 Storm Drainage, Sizing of Secondary Drains
is sized. Scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by Section 1101.7 ...