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Stacked lumber

It would have the same strength as two 2x6s side-by-side, as long as the vertical 2 bys were on each side to prevent rotation of the lower 2x6.
 
Soooooo, ..you have a 2" x 6" stacked on top of another 2" x 6" that

should have been a 2" x 12". An HVAC appliance will also be installed

on top of the site built joist. I assume the span for these joists are

compliant according to your 2009 IRC.

QUESTION #1: Is the 2" x 12" dimension is to be used for thermal

insulation compiance ONLY, or is it a requirement for the support

of the appliance / span / other?

A large per centage of the time on this Forum, we tend to scream

for "things to be engineered/designed" once it falls outside the

prescriptive code requirements, which is certainly a viable option

according to Section R104.9 in the 2009 IRC. Section R104.11

also permits alternative methods to be used by

"the powers-that-be".

QUESTION #2: This is your "new" house, would you accept this

framing to own for the next 30 yrs.?

What say ya'll? :D

.
 
Globe trekker, I don't really even care for the 2x2's with osb in between and I prefer trusses made with 8x10's but if it pencil's out it is a viable option. In between chugging a gallon of goLytely today I had lots of time in the reading room and was thumbing through back issues of JLC. The Feb '12 issue Q&A section had a pic of what Durant is describing with just gussets at the quarter points. It was a redirect of something that started in the 10/11 issue Q&A section... which I can't lay my hands on. Anybody got a copy handy?

Better go spruce up, they say I'll be on TV in the morning :)
 
Thanks ya'll,

I have learned a lot from your posts. Was doing the framing inspection and the builder showed up. I showed him joists and said #@^&% and that he would have the framer replace the made-up joists with the real thing. He didn't like it either.

I'm going to get a photo bucket account so I can put up pictures in the future.

Again thanks
 
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