Overflow Roof Drain Design

Scuppers shall not have an opening dimension of less than 4 inches.

Overflow roof drain design.

As we will see in steps 3 4 the size of the roof drain lines is dependent on the square feet of the roof area being served by each roof drain. Pleasing dome shape with a low profile and adequate free drainage area corrosion resisting dome material effective debris protection overflow drainage to allow drainage during debris build up gravel stop positive flashing clamp seepage control channels. In determining the maximum possible depth of water all primary roof drainage means shall be assumed to be blocked. Our exclusive dual functional structural deck flange and combination roof drains streamline specifications saving installation time and labor.

Properly designed roof drain must have the following features. The secondary drain is typically placed about 1 2 above the depth of water above the primary at its design flow. The premise of the pattern is that a drain is positioned in the center of the rectangular area and there is a four way positive slope into the drain. This type of pattern is particularly useful on buildings that are easily divided into rectangular areas.

You also must include half of the area of any vertical walls that may divert rain to the roof. In addition to the primary roof drains there will also be overflow drains which are used for redundancy and sized in the same manner. The most dependable type of roof drainage design is the inverted pyramid pattern. This is why you often see a.

Where you must drain through the wall with a scupper the overflow must be three times the required size of the roof drain and have a minimum height of 4 and again be installed no more than 2 above the roof low point. While you must provide the overflow it can not be connected to a downspout. These drains are distinguished by having higher rims. Where you can drain over the wall the overflow drain must be at least the same size as the regular drain and located no more than 2 above the low point of the roof.

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. 3 398 380 540 380 5 3 06 in order for the 6 drain to handle the necessary flow there will be a depth of 3 06 of water above the primary drain at its peak design flow.