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  #1  
Old 05/19/05, 03:21 PM
caballoviejo's Avatar  
Join Date: Sep 2004
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Framing question

For floor/ceiling joists I've been using 2 X 6s on 1' centers. Well within the maximum spans for the grade of lumber I can readily get. In one section of the ceiling/2ndfloor with a slightly longer span I would neet to get number 1 southern pine in order to meet the need span. I can't get better than number 2 grade here for SYP.

Question: can I use 2X8's for these longer spans (which will easily meet the span indicated in span tables) even if I notch out 1.5" at the ends where they rest on the top plates? Doing so would preserve my entire upper floor on one level plane.
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  #2  
Old 05/19/05, 04:42 PM
 
Join Date: May 2005
Location: Texas
Posts: 24
Quote:
Originally Posted by caballoviejo
For floor/ceiling joists I've been using 2 X 6s on 1' centers. Well within the maximum spans for the grade of lumber I can readily get. In one section of the ceiling/2ndfloor with a slightly longer span I would neet to get number 1 southern pine in order to meet the need span. I can't get better than number 2 grade here for SYP.

Question: can I use 2X8's for these longer spans (which will easily meet the span indicated in span tables) even if I notch out 1.5" at the ends where they rest on the top plates? Doing so would preserve my entire upper floor on one level plane.
If you knotched out 2 x 8's 1.5" at the ends, you have just created 2 x 6's for the price of 2 x 8's. Lumber grades relate to the straightness of the grain as well as the size (diameter) of any knots and quantity of knots. It is possible that #2 grades if carefully selected "might" equate to some of the #1 grades out there, but no guarantee. Another possibility is to BLOCK under the knotched out 2 x 8 so the bottom of the 2 x 8 was also supported, not just the knotched out portion.
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  #3  
Old 05/19/05, 06:07 PM
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Run doubled 2 by 6's with a plywood fische plate between them at least 1/2 inch thick.

A one quarter inch mild steel plate if your inspector is a turkey.
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Last edited by moopups; 05/19/05 at 06:10 PM.
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  #4  
Old 05/19/05, 07:10 PM
 
Join Date: May 2003
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Notch the 2x8's, the notching is an old acceptable practice in years past. The center span is where the problem exists with the 2 x 6's
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  #5  
Old 05/19/05, 07:54 PM
caballoviejo's Avatar  
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Quote:
Originally Posted by agmantoo
Notch the 2x8's, the notching is an old acceptable practice in years past. The center span is where the problem exists with the 2 x 6's
That's what I was thinking.


The only inspector on my place is me - and I care more than any inspector could. Double 2 x6s with plywood sandwiched in would be overkill for the needed span, and expensive and time consuming compared to elsewhere.


If necessary, I could attach a 2 X 4 or 1X 4 frieze board under the 2 X 8's by nailing it to the double top plate. It would double as moulding.

Last edited by caballoviejo; 05/19/05 at 07:57 PM.
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