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  1. iskiatomic Minister of Fire

    joined: Nov 15, 2008
    693 posts
    Central CT
    Zap for your neck of the woods, that seems like a pretty flat roof.


    KC
    #26

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  2. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts
    Ncountry, the shiplapping looks good, are there other options?

    iskiatomic, I'll check the plans but I think thats what they call for. Is it a big job to change it?


    zap
  3. gzecc Minister of Fire

    joined: Sep 24, 2008
    2,855 posts
    NNJ
    3/8 is too small for any building. Minimum 1/2". I'd go 5/8 @ 19"on center, if I ever intended to stand on that roof
  4. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts
    gzecc, I plan on going with 3/4 inch, that is what the rest of the siding calls for too.

    zap
  5. woodgeek Minister of Fire

    joined: Jan 27, 2008
    1,426 posts
    SE PA
    I assume there are elements that resist shear loads and 'racking'....subbing the plywood for planks might decrease shear stability, but diagonal elements should fix that. ??
  6. gzecc Minister of Fire

    joined: Sep 24, 2008
    2,855 posts
    NNJ
  7. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts
    I think the plans called for T-1 11 which would perform as shear bracing, looks like metal bracing straps can be used for diagonal bracing. Going with board & batten on the outside.


    zap
  8. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts

    woodgeek, not many places sell the metal strapping up here. Just sent our code officer a email to confirm what we need.
    This is the only strapping I could find, I don't think this is the correct stuff.

    http://www.lowes.com/pd_60770-318-5...&Ntt=60770&N=0&langId=-1&storeId=10151&rpp=24

    zap
  9. Ncountry Member

    joined: Feb 11, 2008
    196 posts
    northern NY
    Other than another layer under the finished layer , nothing is coming to mind... yet. Ship lap is easily done on a table saw. The problem with t&g on wide plank floor, esp.. with less then dry material,is that the t&g is not deep enough and often will completely separate .
  10. woodgeek Minister of Fire

    joined: Jan 27, 2008
    1,426 posts
    SE PA
    I'm no expert, just wouldn't want a house racking back and forth in the wind.
  11. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts
    Milling question; If I start milling 2 x 10's this weekend for the floor joist (save some money) when will they be ready to go?


    zap
  12. smokinj Minister of Fire

    joined: Aug 11, 2008
    15,420 posts
    Anderson, Indiana

    If your screwing them right away. Issue on the floor joist is keeping them straight. Strap your bundles up tight. Then they will be ready when you are. Losts of the smaller racket straps. Should be some really cheap 1 inch ones out there.
  13. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts
    That should save us close to $300.00 bucks just for the floor joist.



    zap
  14. smokinj Minister of Fire

    joined: Aug 11, 2008
    15,420 posts
    Anderson, Indiana
    I think all of your sticker stacks should be racketed down snug ed and check once a week. 2x10 are costly.
  15. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts
    If I'm not going to plane the 2 x 10's I'm milling tomorrow should I make them to Nominal size or Actual size? The 2 x 10's will be milled from white pine, which I have read doesn't shrink much.

    zap
  16. Danno77 Minister of Fire

    joined: Oct 27, 2008
    4,751 posts
    Hamilton, IL
    Shouldn't matter since it's just the floor joists.
  17. smokinj Minister of Fire

    joined: Aug 11, 2008
    15,420 posts
    Anderson, Indiana
    +1 I like the real 2x10. But for some reason you come up short you would want to match it. (If there is a chances of that)
  18. zap Minister of Fire

    joined: Aug 25, 2009
    10,404 posts
    Glad you did ask the question, called the company we bought the plans from and since we are not using T1-11 for siding underneath we would need strapping or blocking (which we will have to do besides for the board & batten) blocking is acceptable according to our code officer here.

    Thanks for the heads up.


    zap

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