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-   -   Hole in floor joist. (http://www.diychatroom.com/f19/hole-floor-joist-163564/)

Lukata 11-16-2012 03:59 PM

Hole in floor joist.
 
Repair five inch hole in 9 x 1-3/4 inch floor joist, inspector wants it the length of basement.

joecaption 11-16-2012 04:07 PM

Ok, so is there a question in there someplace with the little but of info you provided?

Bondo 11-16-2012 04:10 PM

Quote:

Originally Posted by Lukata (Post 1053738)
Repair five inch hole in 9 x 1-3/4 inch floor joist, inspector wants it the length of basement.

Ayuh,.... 'n how long might That be,..??

AndyGump 11-16-2012 04:12 PM

Quote:

Originally Posted by Bondo (Post 1053750)
Ayuh,.... 'n how long might That be,..??

The length of the basement...

How long is the basement?

The same length he needs the floor joist.

I hope this helps.

Andy.

TheCamper 11-16-2012 08:29 PM

Sistering the joist the full length with it bearing at both ends is a prescriptive method. If you want to do less, that would be engineering a fix and the Inspector will likely tell you to have a design professional, e.g. licensed architect or engineer, specify that fix. It is easier and more economical to just sister the joist the full length with it bearing on both ends.

gregzoll 11-16-2012 09:04 PM

Quote:

Originally Posted by Lukata (Post 1053738)
Repair five inch hole in 9 x 1-3/4 inch floor joist, inspector wants it the length of basement.

Let me guess, Home Inspector? If it is a building inspector for the city or county, you are at their mercy and have to do what they say. If it is a HI, tell them to show the documents backing up their statement.

Really need to post pictures showing this. Make sure that you stand back and do not zoom on the joist with the hole, just take a picture and post showing the surrounding area with that 5" hole and associated joists.

tony.g 11-17-2012 04:58 PM

Whether or not the 5" hole seriously weakens the joist depends on its position along the span. Quite probably, there is no structural need to sister the joist along the whole span but, as you have been advised, that would be cheaper than getting a SE to prove by calculation that whole-length sistering wasn't structurally necessary.


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