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  1. Rob From Wisconsin Minister of Fire

    joined: Nov 20, 2005
    512 posts
    East-Central Wisconsin
    Recently had a Pole Building Garage erected & somewhat botched by
    a "fly-by-night" carpenter, and one of the annoying problems I have is
    relative to the loft area. Unfortunately, anyone who is over 5' 9" has to
    "duck" to walk up there. I would like to reduce the floor joists from 10"
    "I" joists to 2" x 6" Yellow Pine. Unfortunately, the run is approx. 15 feet,
    which exceeds code. Is there anyway I can overcome this, for example
    by "doubling" the 2 x 6's, or adding some additional re-inforcements??

    Then again, this is only a "loft", and not "living space"....

    Any input is appreciated.

    Rob
    #1

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  2. stee6043 Minister of Fire

    joined: Aug 22, 2008
    2,089 posts
    West Michigan
    You may want to look into engineered trusses. Those are the joists with the particle board in the middle and 1x2 or similar on the edges. I personally would not recommend a 15' span with anything close to 2x6. These will not support much load at that span. On my deck I used 2x12's for anything exceeding 8'. 2x10's everywhere else. And all I'm supporting are people and snow. Code will depend on your load, but again, 15' is a loooong span for wood unsupported. Can you get away with a support pole in the middle?
  3. Corey Minister of Fire

    joined: Nov 19, 2005
    2,014 posts
    Midwest
    Here are some tables...but they only go down to 2x8 on 12" centers with about a 14'5" span. I think one of the issues you might run into would be that two 2x6's side by side still won't be as stiff as a 2x10. I agree with the above, though...possibly engineered trusses with a short 'on center' spacing might work. But you'd probably almost have to talk to an engineer for the special scenario.

    http://www.raisedfloorliving.com/spantables-2.shtml
  4. Rob From Wisconsin Minister of Fire

    joined: Nov 20, 2005
    512 posts
    East-Central Wisconsin
  5. bill*67 Member

    joined: Jan 24, 2008
    133 posts
    upper michigan
    i would agree with stee6043, engineered trusses are a solution to your problem.
  6. cut the run in half with I beam or LVL with supports on each end. and use trusses, 2x6 is really small
  7. smokinj Minister of Fire

    joined: Aug 11, 2008
    15,548 posts
    Anderson, Indiana
  8. oilstinks Feeling the Heat

    joined: Jan 25, 2008
    457 posts
    western NC
    I have 2x6 bottoms on my trusses which hold a storage room but they are engineered.
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