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09-07-2009, 06:01 PM
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#1
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Member
Trade:
Spec GC
Join Date: May 2007
Location: Lake Placid, NY
Posts: 98
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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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09-07-2009, 06:07 PM
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#2
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The Duke
Trade:
Framing, Custom Carpentry, Architectural Design
Join Date: Mar 2006
Location: Maine
Posts: 3,783
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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.
__________________
If one advances confidently in the direction of one's dreams,
and endeavors to live the life which one has imagined,
one will meet with a success unexpected in common hours
~Henry David Thoreau
Last edited by framerman; 09-07-2009 at 06:10 PM.
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09-07-2009, 06:08 PM
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#3
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Professiona Instigator
Trade:
Design Build Remodeling Contractor Washington, DC
Join Date: Nov 2007
Location: Washington, DC/ Maryland
Posts: 6,546
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Authority having Jurisdiction.
That would fly in DC and MD not sure about VA
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09-07-2009, 06:12 PM
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#4
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The Duke
Trade:
Framing, Custom Carpentry, Architectural Design
Join Date: Mar 2006
Location: Maine
Posts: 3,783
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Quote:
Originally Posted by rbsremodeling
Authority having Jurisdiction.
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Ahh.....never heard that before since we don't have anyone here in Maine that has any type of authority.
__________________
If one advances confidently in the direction of one's dreams,
and endeavors to live the life which one has imagined,
one will meet with a success unexpected in common hours
~Henry David Thoreau
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09-07-2009, 06:12 PM
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#5
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Framer
Trade:
framing/remodeling
Join Date: Feb 2005
Location: NE Ohio
Posts: 1,001
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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
__________________
"Stop wasting lumber. It doesn't grow on trees ya know! Oh wait, it does."
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09-07-2009, 06:16 PM
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#6
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Sean
Trade:
General Contractor
Join Date: Sep 2008
Location: Cullman, AL
Posts: 3,419
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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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09-07-2009, 06:23 PM
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#7
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Professiona Instigator
Trade:
Design Build Remodeling Contractor Washington, DC
Join Date: Nov 2007
Location: Washington, DC/ Maryland
Posts: 6,546
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Quote:
Originally Posted by SLSTech
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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I missed that good catch.
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09-07-2009, 06:24 PM
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#8
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strat hd
Trade:
framing contractor , remodeler , GC occasionally
Join Date: Jan 2009
Location: NW Ohio
Posts: 1,682
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Quote:
Originally Posted by Warren
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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Thats good, I like that. We use regular insulation before we sheath. I'll be suggesting that to builders.
__________________
STRAT HD
Disgruntled citizen of North Mexico !! 
(Formerly the USA)
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09-07-2009, 06:26 PM
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#9
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Framer
Trade:
framing/remodeling
Join Date: Feb 2005
Location: NE Ohio
Posts: 1,001
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Quote:
Originally Posted by strathd
Thats good, I like that. We use regular insulation before we sheath. I'll be suggesting that to builders.
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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.
__________________
"Stop wasting lumber. It doesn't grow on trees ya know! Oh wait, it does."
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09-07-2009, 06:28 PM
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#10
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Member
Trade:
Spec GC
Join Date: May 2007
Location: Lake Placid, NY
Posts: 98
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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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09-07-2009, 06:38 PM
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#11
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strat hd
Trade:
framing contractor , remodeler , GC occasionally
Join Date: Jan 2009
Location: NW Ohio
Posts: 1,682
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Quote:
Originally Posted by Warren
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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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 ?
__________________
STRAT HD
Disgruntled citizen of North Mexico !! 
(Formerly the USA)
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09-07-2009, 06:38 PM
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#12
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The Duke
Trade:
Framing, Custom Carpentry, Architectural Design
Join Date: Mar 2006
Location: Maine
Posts: 3,783
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Quote:
Originally Posted by Warren
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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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.
__________________
If one advances confidently in the direction of one's dreams,
and endeavors to live the life which one has imagined,
one will meet with a success unexpected in common hours
~Henry David Thoreau
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09-07-2009, 06:43 PM
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#13
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Framer
Trade:
framing/remodeling
Join Date: Feb 2005
Location: NE Ohio
Posts: 1,001
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Quote:
Originally Posted by framerman
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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Sometimes we put fg insulation in those annoying joist spaces that nobody can get to later. Other than that I agree with you.
__________________
"Stop wasting lumber. It doesn't grow on trees ya know! Oh wait, it does."
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09-07-2009, 07:09 PM
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#14
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strat hd
Trade:
framing contractor , remodeler , GC occasionally
Join Date: Jan 2009
Location: NW Ohio
Posts: 1,682
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Quote:
Originally Posted by framerman
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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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.
__________________
STRAT HD
Disgruntled citizen of North Mexico !! 
(Formerly the USA)
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09-07-2009, 07:32 PM
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#15
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hurtlocker
Trade:
homebuilder remodeler carpenter
Join Date: Jan 2009
Location: minnesota
Posts: 118
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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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09-07-2009, 09:43 PM
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#16
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Think it Draw it Build it
Trade:
WA STATE GC Specialized in Structural Framing
Join Date: Jun 2007
Location: Lynden, Washington
Posts: 1,620
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Quote:
Originally Posted by nailkiller1
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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Yep. I call them U channels - I need solid wood at the outer corner for good corner board connection through the sheathing.
__________________
WallMaxx, Inc.
Think it. Draw it. Build it.
Gun control is like trying to reduce drunk driving by making it tougher for sober people to own cars..
>>>>>libertas<<<<<
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09-07-2009, 10:21 PM
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#17
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Member
Trade:
Framer
Join Date: Jul 2009
Location: South Central Texas
Posts: 34
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Quote:
Originally Posted by UpNorth
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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Yes, for at least the last 18 years. It was originally called 'Good Sense’ home construction.
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09-08-2009, 05:00 AM
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#18
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The Duke
Trade:
Framing, Custom Carpentry, Architectural Design
Join Date: Mar 2006
Location: Maine
Posts: 3,783
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__________________
If one advances confidently in the direction of one's dreams,
and endeavors to live the life which one has imagined,
one will meet with a success unexpected in common hours
~Henry David Thoreau
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09-08-2009, 06:31 AM
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#19
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strat hd
Trade:
framing contractor , remodeler , GC occasionally
Join Date: Jan 2009
Location: NW Ohio
Posts: 1,682
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Yeah, did the box corners down in Miss. also.
__________________
STRAT HD
Disgruntled citizen of North Mexico !! 
(Formerly the USA)
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09-08-2009, 08:02 AM
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#20
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Member
Trade:
Spec GC
Join Date: May 2007
Location: Lake Placid, NY
Posts: 98
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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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