Forensic74
Structural
- Aug 2, 2011
- 232
I'm trying to get a feel for what the standard of care is when daylighting small diameter pipes in cold climates. In particular, a 6-inch foundation drain that also accepts downspouts. I often see these systems form ice plugs at the discharge point, whether its discharging into an open swale or a shallow open grate inlet. Once plugged, the system fills up and then bad expensive things can happen at the building. I dont see much in the way of code requirements, but feel that there has to be some sort of standard rule of thumb. If anyone can comment and/or provide reference to any useful documents I'd be grateful!