dbill74
Mechanical
- Feb 26, 2009
- 538
I have run into a situation whereby I am concerned with protecting a tarp seal in a floor drain from drying out.
Drain is in a computer room to collect CRAC unit condensate. CRAC units are scheduled with 0 latent load, actual calculations show 0.1 MBH latent load.
First choice is to use a trap primer and pipe water to the trap; however a suitable source of water is far enough away to be beyond the recommended distance of trap primers (50 feet+).
Second choice is deep seal trap; I have doubts that the drain will receive sufficient amounts of water to maintain the seal (if there was this I wouldn't need the trap primer to start with).
Although there are ways around my problem, I am curious to know if other engineers have used devices such as Trap Guard. Also what has been your justification to allow such a device when IPC does not specifically mention them?
Thanks,
Bill
Drain is in a computer room to collect CRAC unit condensate. CRAC units are scheduled with 0 latent load, actual calculations show 0.1 MBH latent load.
First choice is to use a trap primer and pipe water to the trap; however a suitable source of water is far enough away to be beyond the recommended distance of trap primers (50 feet+).
Second choice is deep seal trap; I have doubts that the drain will receive sufficient amounts of water to maintain the seal (if there was this I wouldn't need the trap primer to start with).
Although there are ways around my problem, I am curious to know if other engineers have used devices such as Trap Guard. Also what has been your justification to allow such a device when IPC does not specifically mention them?
Thanks,
Bill