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.

Overflow roof drain design.

These drains are distinguished by having higher rims. Roof drains from zurn include combination primary overflow control flow dual outlet siphonic retrofit and more which cater from educational to commercial needs. In addition to the primary roof drains there will also be overflow drains which are used for redundancy and sized in the same manner. 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.

Roof drains watts roof drains provide flexible solutions for specifiers and installers in any commercial roof application. 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. 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.

In determining the maximum possible depth of water all primary roof drainage means shall be assumed to be blocked. This is why you often see a. Roofs shall be designed for the maximum possible depth of water that will pond thereon as determined by the relative levels of roof deck and overflow weirs scuppers edges or serviceable drains in combination with the deflected structural elements. This type of pattern is particularly useful on buildings that are easily divided into rectangular areas.

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. The most dependable type of roof drainage design is the inverted pyramid pattern. The secondary drain is typically placed about 1 2 above the depth of water above the primary at its design flow. You also must include half of the area of any vertical walls that may divert rain to the roof.

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. 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.