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Cantilevered Plywood Subfloor

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TTUengr51

Structural
Jul 19, 2005
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Please don't laugh, but I have a question regarding a very small cantilevered plywood subfloor. I have a condition where I have a 6" gap between my structure (wood truss) and an adjacent building. There will be an expansion joint between the two structures, but with a 6" gap, the joint material becomes very expensive. I'm hoping to cantilever the plywood subfloor out 4" to 5" so that a smaller gap to bridge exists.

The contractor is using the Advantech 3/4" subfloor material. Does anyone know of any information that is avaiilable to 1) determine whether a plywood panel is allowed to be unsupported at its edge and 2) determine the max cantilever distance.

Any help would be greatly appreciated.

Thanks
 
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One thing you can do, in my opinion, is to cantilever out some 1x flat members under the plywood, side-by-side (like T&G).
This would 1)thicken the cantilevered board and 2)would give a higher moment of inertia to the section and 3)would support the edge of plywood.
 
Is this 5'' - 6'' cantilever carrying any real loads?? Not sure I understand the arrangement.

If no loads --- make sure it is weather protected and just go with it...
 
The gap has to be closed with an expansion joint materal for a fire rating. As it is now, you basically have a chimney in which fire can shoot up between the floor system and the adjacent brick/concrete wall.

My reason for cantilevering plywood would be to minimize this gap. A 6" expansion material runs about $100/LF accorinding to my contractor.

I don't think cantilevering the plywood a couple of inches is a huge deal, but I wanted to get some other thoughts on the matter...thanks everyone!
 
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