![]() But regardless where the point load comes from, it must be supported by a new beam you install to replace the wall which is being removed. Q: The ceiling joist would lap a 10 inches away from this new beam for approx 5' (or ~4 joists). If the framing above is an upper floor, generally, but not always, there will be solid blocking in the floor cavity directly under any point load between the subfloor and the top plate of that wall. Q: Is there a coversion table I can use that would allow me to go from a D.Fir beam to a GL? ![]() He said that it would work and mentioned using a 4"x12" D.Fir beam.Īfter thinking about it I would like to use a Glued Laminate beam instead (it smaller and easier to get up there above the ceiling. ![]() I talked briefly with the structural engineer I had used before about my plan for supporting the ceiling, which is to lay a beam on the top of the ceiling joists supported by posts that sit on top of the main support beam for the floor. The walls I want to remove run down the middle of the house. The house is a single story and the roof is stick framed with the weight of the roof on the exterior walls. I am remodeling a home and need to remove a bearing wall that is supporting the 2圆, 16oc spacing ceiling joists.
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