Foundation Plumbing Inspection: Difference between revisions
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Notes: | Notes: | ||
*5 lb pressure on a gauge with 0.1 PSI increments per IRC P2503.9 [https://codes.iccsafe.org/content/IRC2012P13/chapter-25-plumbing-administration] | *5 lb pressure on a gauge with 0.1 PSI increments per IRC P2503.9 [https://codes.iccsafe.org/content/IRC2012P13/chapter-25-plumbing-administration] | ||
*Final drainpipe - is covered to crown, and if step on it, it is not bouncing. But when is this done for a slab - we must have plumbing prior to pour? | |||
*3" pipe - 1/8" slope per foot. | |||
*2" pipe - must have 1/4" per foot slope on showers. | |||
=Sourcing= | =Sourcing= | ||
*See spreadsheet for SEH 2 [https://docs.google.com/spreadsheets/d/1FxnNF6fQZvQr709IeK0sg1S1nU9LJ3nZyswvDzp7_Nw/edit#gid=1113944822] | *See spreadsheet for SEH 2 [https://docs.google.com/spreadsheets/d/1FxnNF6fQZvQr709IeK0sg1S1nU9LJ3nZyswvDzp7_Nw/edit#gid=1113944822] | ||
Latest revision as of 07:21, 2 April 2022
- There may be an inspection during the foundation phase.
Notes:
- 5 lb pressure on a gauge with 0.1 PSI increments per IRC P2503.9 [1]
- Final drainpipe - is covered to crown, and if step on it, it is not bouncing. But when is this done for a slab - we must have plumbing prior to pour?
- 3" pipe - 1/8" slope per foot.
- 2" pipe - must have 1/4" per foot slope on showers.
Sourcing
- See spreadsheet for SEH 2 [2]