QOD for 3/18/04

Archive Public Archive
1

Originally Posted By: dbush
This post was automatically imported from our archived forum.


Thanks to NACHI member John Edwards for today’s question


Please do not post the answers until after the QOD for the next day has been posted. I agree that comments and discussions are very good on the QODs, but please give everyone a chance to answer the poll first

--
Dave Bush
MAB Member

"LIFE'S TOUGH, WEAR A HELMET"

2

Originally Posted By: jmyers
This post was automatically imported from our archived forum.


The majority takes it again, the correct answer is B.


Joe Myers

3

Originally Posted By: dbush
This post was automatically imported from our archived forum.


Thanks Joe, I forgot to post the correct answer. I will check with Chris on your other question.


Dave

--
Dave Bush
MAB Member

"LIFE'S TOUGH, WEAR A HELMET"

4

Originally Posted By: Mike Parks
This post was automatically imported from our archived forum.


1/8 to 1/4"


Mike P.

5

Originally Posted By: roconnor
This post was automatically imported from our archived forum.


Mike is correct … 1/4" per foot min for drain pipe 2-1/2" or smaller, and 1/8" per foot min for drain pipe 3" or larger (IRC P3005.3 and Table P3005.4.2) … icon_wink.gif


P.S. That would be "code minimum", and the 1/4" to 1/2" probably would be a better "recommended" slope ...

--
Robert O'Connor, PE
Eagle Engineering ?
Eagle Eye Inspections ?
NACHI Education Committee

I am absolutely amazed sometimes by how much thought goes into doing things wrong