Hi all.
I’ve been giving some thought to a garage build in the spring and I want to go with a modern style sloped flat roof. Basically the front of the garage would be 2x6 framed and 16 feet in height and the back wall would be 12 feet in height.
The rafters would run from front to back for a total span of almost 28 feet (a 1 to 2 foot over hang on the front and back). I could go with engineered trusses but I’m leaning towards 2x12’s spaced at 16” on center. The rafters would each be 14 feet long in two rows with overlap on a perpendicular LVL beam in the middle where the rafters meet.
My question is about proper support for the LVL beam within the left and right side sloped walls. I’m thinking a 6x6 post or framing from multiple laminated 2X6’s together but what I’m not clear on is how that post is connected to support the LVL beam. Is it sufficient to cut the top of my 6X6 post to match the angle of the top plate (remember the walls are sloped) so it fits tight?
Or is it acceptable to cut through the top plate and create a pocket the height of my LVL so my 6x6 post makes flush contact with the beam? This definitely seems like the best way to go, but cutting through both top plates seems to raise concerns about its structural integrity.
I’m having trouble finding pics on how others have supported a LVL from side walls that are sloped.
Thank you.
-Rick
I’ve been giving some thought to a garage build in the spring and I want to go with a modern style sloped flat roof. Basically the front of the garage would be 2x6 framed and 16 feet in height and the back wall would be 12 feet in height.
The rafters would run from front to back for a total span of almost 28 feet (a 1 to 2 foot over hang on the front and back). I could go with engineered trusses but I’m leaning towards 2x12’s spaced at 16” on center. The rafters would each be 14 feet long in two rows with overlap on a perpendicular LVL beam in the middle where the rafters meet.
My question is about proper support for the LVL beam within the left and right side sloped walls. I’m thinking a 6x6 post or framing from multiple laminated 2X6’s together but what I’m not clear on is how that post is connected to support the LVL beam. Is it sufficient to cut the top of my 6X6 post to match the angle of the top plate (remember the walls are sloped) so it fits tight?
Or is it acceptable to cut through the top plate and create a pocket the height of my LVL so my 6x6 post makes flush contact with the beam? This definitely seems like the best way to go, but cutting through both top plates seems to raise concerns about its structural integrity.
I’m having trouble finding pics on how others have supported a LVL from side walls that are sloped.
Thank you.
-Rick
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