Secondary emergency roof drains or scuppers are required according to ipc to prevent a rainwater build up.
Scuppers as primary roof drainage.
When scuppers are used for secondary emergency overflow roof drainage the quantity size location and inlet elevation of the scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by section 1611 1.
Section 1503 4 2 scuppers when scuppers are used for secondary emergency overflow roof drainage the quantity size location and inlet elevation of the scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by section 1611 1.
Firstly there is an explanation in the above referenced section for where and why a secondary roof drainage system must be provided.
Scuppers are used to provide an outlet through parapet walls or gravel stops on flat and built up roofs to allow drainage of excess water.
It s very short and to the point.
A primary drainage system is designed to remove water from the roof as quickly as possible.
The full flow capacity of a drain is not realized until the water reaches approximately 2 5 inches above the inlet in a four inch drain and 3 5 inches in a six inch drain.
See section 1107 for yourself.
An overflow drainage system will be designed to function independently of the primary system to drain water from the roof if the primary drains or scuppers become blocked and to prevent overloading of the roof.
Scuppers shall not have an opening dimension of less than 4 inches.