Stole this pic from another forum. And they wonder why the ceramic above this is failing. How could this even pass inspection?
Aren't those joists run flat or is it my eyes?
I'm going to guess it's 1 1/8 or 1 1/4 inch T&G plywood. For a while 1 1/4" T&G was OK on 4 ft centers. Floors always sagged in the middle. I don't recall the floors having excessive bounce............ then again, I don't recall what I did on Wednesday either.
I'm going to prescribe you some Cannibis Indica, I hear it helps memory loss.
I'm going to prescribe you some Cannibis Indica, I hear it helps memory loss.
I see nothing wrong with this, engineered floor joint , prolly 2 layers if plywood running perpendicular with each other , probably cause there clear spanning greater distance the conventional framing can do, even if you use the L/ 360 deflection rating
Ernesto said:I never even see a roofing truss built like that thing and roofs hardly have any load on them.
Put a couple of feet of wet snow on them ,and you will have plenty of load E.
We have commercial roofs that collapse around here .
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