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SIZING SCUPPERS FOR A 5” PER HOUR RATE OF RAINFALL
Note: to adjust this table for other than a 5” design rainfall rate multiply the square footage on the table by 5 then divide by the local design rainfall rate.
Example: For 4” of design rainfall rate a 4” long scupper with a 1” head would accommodate 287 square feet. 230 x 5 ¸ 4 = 287
SECONDARY (EMERGENCY) ROOF DRAINS
R4413.7.1 Secondary drainage required. Secondary (emergency) roof drains or scuppers shall be provided where the roof perimeter construction extends above the roof in such a manner that water will be entrapped if the primary drains allow buildup for any reason.
R4413.7.2 Separate systems required. Secondary roof drain systems shall have piping the end point of discharge separate from the primary system. Discharge shall be above grade, in a location which would normally be observed by the building occupants or maintenance personnel.
R4413.7.3 Sizing of secondary drains. Secondary (emergency) roof drain systems shall be sized in accordance with R4413.6 based on the rainfall rate for which the primary system is sized in Tables R4416.6.2, R4413.6.3 and R4413.6.6. Scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by Section R4413.1.7. Scuppers shall not have an opening dimension of less than 4 inches (102 mm). The flow through the primary system shall not be considered when sizing the secondary roof drain system
|This is not an official, verbatim transcript of the following meeting. It should be used for informational purposes only. This document has not been edited; therefore, there may be additions, deletions, or words that did not translate||This is not an official, verbatim transcript of the following meeting. It should be used for informational purposes only. This document has not been edited; therefore, there may be additions, deletions, or words that did not translate|
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