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Old 09-07-2009, 06:01 PM   #1
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Framing efficiently for energy conservation

There are some proponents of this, and I am not necessarily one. I am just here to ask about code permissiblity.

Two-stud corners permit better insulation. Use Simpson's clip for handling the sheetrock fastening.

Where interior walls tee to exterior, flatwise 2x4s on 24 centers permit better insulation.

Here is the question. Would either or these or both be allowed by your local AHJ?
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Old 09-07-2009, 06:07 PM   #2
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I'm going to regret asking what AHJ stands for.

There are a few more ways also, but if it's very restrictive, then "they" must have details on what they want to see.

Both of those are used every day here.

Not sure of your orientation of your "L" backer.
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Last edited by framerman; 09-07-2009 at 06:10 PM.
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Old 09-07-2009, 06:08 PM   #3
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Authority having Jurisdiction.

That would fly in DC and MD not sure about VA
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Old 09-07-2009, 06:12 PM   #4
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Authority having Jurisdiction.
Ahh.....never heard that before since we don't have anyone here in Maine that has any type of authority.
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Old 09-07-2009, 06:12 PM   #5
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I like to rip down 2 inch foam to 3 1/2 inches and insert it into partitions prior to sheathing the wall
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Old 09-07-2009, 06:16 PM   #6
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I use the ladders 16" OC all the time - 3 stud corner for insulation / drywall installation - I don't buy into using those corner clips (not sure if the 2 stud corner would pass anyways)
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Old 09-07-2009, 06:23 PM   #7
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I use the ladders 16" OC all the time - 3 stud corner for insulation / drywall installation - I don't buy into using those corner clips (not sure if the 2 stud corner would pass anyways)
I missed that good catch.
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Old 09-07-2009, 06:24 PM   #8
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I like to rip down 2 inch foam to 3 1/2 inches and insert it into partitions prior to sheathing the wall
Thats good, I like that. We use regular insulation before we sheath. I'll be suggesting that to builders.
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Old 09-07-2009, 06:26 PM   #9
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Thats good, I like that. We use regular insulation before we sheath. I'll be suggesting that to builders.
Sorry Strat but I patented it. You will have to send me 20 bucks every time you use it on a house.
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Old 09-07-2009, 06:28 PM   #10
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Both these, the 2-stud corner and the 24-OC-tee for intersects, are used here by some, and we've little to no inspection or plans review to deal with.

Again, the reason for the OP was to see what other jurisdictions, taking plans review and inspection more seriously, would do.
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Old 09-07-2009, 06:38 PM   #11
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Sorry Strat but I patented it. You will have to send me 20 bucks every time you use it on a house.
No problem. You might have to wait a while though. Still have'nt framed a house this year (unbelievable). 5 bucks for an addition cool ?
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Old 09-07-2009, 06:38 PM   #12
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I like to rip down 2 inch foam to 3 1/2 inches and insert it into partitions prior to sheathing the wall
They sometimes use 4-2x6's on the outside corner around here. They say for nailing the corner boards on. Rigid insulation inside.

I don't know how many homes I received a roll of fiberglass with my first load. The builder says "it's for insulating dead corners" and my response is "you know once it gets wet, it smells like cat piss right?" Then I suggest and get the rigid. I don't ever use fiberglass.
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Old 09-07-2009, 06:43 PM   #13
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They sometimes use 4-2x6's on the outside corner around here. They say for nailing the corner boards on. Rigid insulation inside.

I don't know how many homes I received a roll of fiberglass with my first load. The builder says "it's for insulating dead corners" and my response is "you know once it gets wet, it smells like cat piss right?" Then I suggest and get the rigid. I don't ever use fiberglass.
Sometimes we put fg insulation in those annoying joist spaces that nobody can get to later. Other than that I agree with you.
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Old 09-07-2009, 07:09 PM   #14
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They sometimes use 4-2x6's on the outside corner around here. They say for nailing the corner boards on. Rigid insulation inside.

I don't know how many homes I received a roll of fiberglass with my first load. The builder says "it's for insulating dead corners" and my response is "you know once it gets wet, it smells like cat piss right?" Then I suggest and get the rigid. I don't ever use fiberglass.
I frame the way builders want it done of course. And it does vary on what they want. 4-2x6's in the corners, not much r-value there. Down in Miss. after katrina some wanted solid 4- 2x6's corners also. Myself I would rather have the r-value of an L (california corner). Properly sheared and strapped (Miss. code) I would think a cal. corner would be sufficient. 180 mph. winds, are those two extra studs really gonna make a difference?

A little off topic OP, we'll get back.
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Old 09-07-2009, 07:32 PM   #15
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c corners on corners insulated later
L corners on int pockets insulated later
On almost every house I do there is a spot that needs insulation during framing
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Old 09-07-2009, 09:43 PM   #16
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c corners on corners insulated later
L corners on int pockets insulated later
On almost every house I do there is a spot that needs insulation during framing

Yep. I call them U channels - I need solid wood at the outer corner for good corner board connection through the sheathing.
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Old 09-07-2009, 10:21 PM   #17
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There are some proponents of this, and I am not necessarily one. I am just here to ask about code permissiblity.

Two-stud corners permit better insulation. Use Simpson's clip for handling the sheetrock fastening.

Where interior walls tee to exterior, flatwise 2x4s on 24 centers permit better insulation.

Here is the question. Would either or these or both be allowed by your local AHJ?

Yes, for at least the last 18 years. It was originally called 'Good Sense’ home construction.
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Old 09-08-2009, 05:00 AM   #18
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3 corners. One std. 2 I use here. Not sure if anyone else uses them.





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Old 09-08-2009, 06:31 AM   #19
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Yeah, did the box corners down in Miss. also.
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Old 09-08-2009, 08:02 AM   #20
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One more time. The question is not whether you will or won't frame this way, as re exterior corners and tee intersects. Nor is it about your preference for method.

Will your inspectors permit details like this? Let's presume that whomever is paying your invoices insists you do them this way, regardless of your objections.

I have heard some who do plans and engineering say that it will not "pass." I would like to know how broad this is.
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