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Community and Q&A

Alternative Rafter Tie Connections

pietrasm5 | Posted in General Questions on

I will be using I-joist on the attic floor; however, most manufactures state they are inadequate as rafter ties. I was wondering if I could lay a 2×4 on top of the I-joist, subflooring, and then connect the rafter using a Simpson hanger (essentially laying the rafter tie on its side and under the floor). Doing this allows me to maximize attic space, creates ideal depth for insulation, and creates a more airtight lower level.  I’ve seen similar details, but want to get peoples advice/alternatives before reaching out to an engineer (which I will eventually do).  I also want to avoid a structural ridge beam and posts.

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Replies

  1. Expert Member
    Michael Maines | | #1

    That looks like a good detail to me.

  2. Expert Member
    MALCOLM TAYLOR | | #2

    pietasm5,

    It should work fine. You will need to add horizontal blocking to the I-joist web as backing, but all the solutions would probably require that.

    The only impediment I can think of is if the attic joists don't align with the rafters above.

    It seems like it would be a fairly common situation, I wonder what the usual detail is?

    1. pietrasm5 | | #3

      I was planning on lining everything up maintain a continuous load path. Hoping that would minimize any issues.

      1. Expert Member
        MALCOLM TAYLOR | | #4

        Perfect. Makes everything easier.

    2. Expert Member
      Michael Maines | | #5

      I'm surprised there isn't a detail in the IRC for this situation; it's a good way to get enough insulation at the eaves when using rafters.

      1. pietrasm5 | | #6

        I feel the same. Took me a while to come up with it and all the engineers I talk to want $1,500 to assess. It's for a simple 22x32' conditioned woodworking workshop with storage above. Attic trusses are going to cost almost 3k more for a 20k building. I did get a detail from an I-joist manufacturer for using the joist as a rafter tie (w/ a decrease in span), but it drops the rafter down to the side of the I-joist. On a 12/12 pitch and 16" joist I would lose about 3feet in usable attic width.

        1. Expert Member
          Michael Maines | | #8

          The engineers would not just be assessing your design but taking responsibility for it; $1500 doesn't sound too bad for that. That's about $15 per square foot of usable storage space.

        2. Expert Member
          MALCOLM TAYLOR | | #9

          pietrasm5,

          Yeah that detail seem a lot more complicated, and also would make their-sealing the attic floor harder too. Your solution seems like a much better one.

  3. Deleted | | #7

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