Your premier resource for building code knowledge.
This forum remains free to the public thanks to the generous support of our Sawhorse Members and Corporate Sponsors. Their contributions help keep this community thriving and accessible.
Want enhanced access to expert discussions and exclusive features? Learn more about the benefits here.
Ready to upgrade? Log in and upgrade now.
Agreed, the question is not IF you can tie them together, but WHY would you tie them together?
California Residential Code does not have R405.3R405.3 Above-Grade Drainage
Above-grade drainage systems, including but not limited to, gutters and downspouts, roof drains, and yard drains, shall not be connected to the foundation drainage system.
FWIW, you should be able to "downstream" with some type of backwater or check valve.....So you don't have to parallel all the way out to the discharge....Maybe I'll work on that code change...
And if the footing drain gets clogged?Storm drainage and footing drains need to be kept separated all the way until they discharge to grade. Otherwise storm drainage could back up into the footing drain if the common pipe got clogged.
Help me out. I get zilch when I Google Christy Box. Perhaps a West Coast colloquialism.I always like separate lines, but my civil engineer has been combining them for years. In any case, I have him separate them until they are away from the foundation, then drop them into a Christy Box with one outflow (at a lower elevation). This allows visual inspection and cleanout.
Yes, although my first Google hit is on point:Help me out. I get zilch when I Google Christy Box. Perhaps a West Coast colloquialism.