Re: [MBZ] Building question

2014-05-01 Thread Randy Bennell

I go to the Menards in Grand Forks ND.



On 30/04/2014 5:58 PM, Dan Penoff wrote:

Menards is in Canadia?

Or is this from your forays south of the border?

Dan former Menards shopper


On Apr 30, 2014, at 6:35 PM, Randy Bennell rbenn...@bennell.ca wrote:

On 30/04/2014 5:28 PM, Fmiser wrote:

Rich Thomas wrote:

Deck screws if you must

Curt wrote:

I've been using Scorpion brand square drive deck screws, way
better than trying to drive phillips head...

I much prefer Torx over square, hex, or phillips when dealing with
high torque.  Much more of the torque goes into turning the screw
rather than spreading the head like square (Robertson) or hex
(Allen).  And it doesn't require axial pressure to retain
engagement like phillips.

For the curious, an extensive list of drives is on wikipedia.
https://en.wikipedia.org/wiki/Phillips_screw

--   Philip, unrelated to the screw drive

___

Menards certainly has an extensive assortment of screws. I do like some of the 
specialty ones intended for serious wood building. Available in quite long 
sizes, big self drilling threads, big heads with built in washers, and the 
torque  drive too, if I recall correctly. Not all that expensive either.

I have not used many of these to date but I sometimes look at them and think, 
boy, I should buy some of those to have on hand.

Randy




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Re: [MBZ] Building question

2014-04-30 Thread Fmiser
  Rich Thomas wrote:
  
  Deck screws if you must

 Curt wrote:
 
 I've been using Scorpion brand square drive deck screws, way
 better than trying to drive phillips head...

I much prefer Torx over square, hex, or phillips when dealing with
high torque.  Much more of the torque goes into turning the screw
rather than spreading the head like square (Robertson) or hex
(Allen).  And it doesn't require axial pressure to retain
engagement like phillips.

For the curious, an extensive list of drives is on wikipedia.
https://en.wikipedia.org/wiki/Phillips_screw

--   Philip, unrelated to the screw drive

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Re: [MBZ] Building question

2014-04-30 Thread Randy Bennell

On 30/04/2014 5:28 PM, Fmiser wrote:

Rich Thomas wrote:

Deck screws if you must

Curt wrote:

I've been using Scorpion brand square drive deck screws, way
better than trying to drive phillips head...

I much prefer Torx over square, hex, or phillips when dealing with
high torque.  Much more of the torque goes into turning the screw
rather than spreading the head like square (Robertson) or hex
(Allen).  And it doesn't require axial pressure to retain
engagement like phillips.

For the curious, an extensive list of drives is on wikipedia.
https://en.wikipedia.org/wiki/Phillips_screw

--   Philip, unrelated to the screw drive

___



Menards certainly has an extensive assortment of screws. I do like some 
of the specialty ones intended for serious wood building. Available in 
quite long sizes, big self drilling threads, big heads with built in 
washers, and the torque  drive too, if I recall correctly. Not all that 
expensive either.


I have not used many of these to date but I sometimes look at them and 
think, boy, I should buy some of those to have on hand.


Randy




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Re: [MBZ] Building question

2014-04-30 Thread Dan Penoff
Menards is in Canadia?

Or is this from your forays south of the border?

Dan former Menards shopper

 On Apr 30, 2014, at 6:35 PM, Randy Bennell rbenn...@bennell.ca wrote:
 
 On 30/04/2014 5:28 PM, Fmiser wrote:
 Rich Thomas wrote:
 
 Deck screws if you must
 Curt wrote:
 
 I've been using Scorpion brand square drive deck screws, way
 better than trying to drive phillips head...
 I much prefer Torx over square, hex, or phillips when dealing with
 high torque.  Much more of the torque goes into turning the screw
 rather than spreading the head like square (Robertson) or hex
 (Allen).  And it doesn't require axial pressure to retain
 engagement like phillips.
 
 For the curious, an extensive list of drives is on wikipedia.
 https://en.wikipedia.org/wiki/Phillips_screw
 
 --   Philip, unrelated to the screw drive
 
 ___
 
 Menards certainly has an extensive assortment of screws. I do like some of 
 the specialty ones intended for serious wood building. Available in quite 
 long sizes, big self drilling threads, big heads with built in washers, and 
 the torque  drive too, if I recall correctly. Not all that expensive either.
 
 I have not used many of these to date but I sometimes look at them and think, 
 boy, I should buy some of those to have on hand.
 
 Randy
 
 
 
 
 ___
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 individuals are responsible for the content of the post.  The list owner has 
 no control over the content of the messages of each contributor.

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Re: [MBZ] Building question

2014-04-29 Thread Rich Thomas

Deck screws if you must

--R

On 4/28/14 7:29 PM, Larry Turner wrote:

My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

Larry


On 4/28/2014 4:09 PM, Randy Bennell wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?



On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You probably 
know all of this but they are much too brittle.


Good Luck -

LarryT





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Re: [MBZ] Building question

2014-04-29 Thread Randy Bennell


Now that part makes sense!

Sometimes the building inspectors won't even let you use screws. Nails 
have more resistence to shear if I understand right. Unless you buy the 
right screws. Simpson Strong Tie folks have special screws intended for 
use with some of their fasteners for example.
A couple of years back, my brother in law was building a deck on the 
back of his house. I was giving him some advice and suggested he use 
screws with the joist hangers. The building inspector made him remove 
the screws and drive the short nails. I used the screws (and not the 
Simpson ones as I don't think they existed then) when I built my 
deck/screened porch, in 1984 and it has not fallen down yet.


I like using screws. They tend to pull things in nice and tight. They 
are also more removable if one changes one's mind and needs to remove 
the recently installed stud.
Maybe tie it together with screws and once satisfied that one is not 
going to change things any more, then go back with the air nailer and 
drive the recommended number of nails too.

Who was claiming to be a belt and suspenders type of fellow recently - ??



On 28/04/2014 6:29 PM, Larry Turner wrote:

My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

Larry


On 4/28/2014 4:09 PM, Randy Bennell wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?



On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You probably 
know all of this but they are much too brittle.


Good Luck -

LarryT








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Re: [MBZ] Building question

2014-04-29 Thread Randy Bennell
And then you need to buy the right ones if you are using treated lumber 
so that the chemical does not eat the screw.




On 29/04/2014 8:21 AM, Rich Thomas wrote:

Deck screws if you must

--R

On 4/28/14 7:29 PM, Larry Turner wrote:

My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

Larry


On 4/28/2014 4:09 PM, Randy Bennell wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?



On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You probably 
know all of this but they are much too brittle.


Good Luck -

LarryT







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Re: [MBZ] Building question

2014-04-29 Thread Rich Thomas
Funny you mention that.  The builders place I go to for my stuff told me 
that the special screws were no better than the regular 
galvanized/coated deck screws with the new formulation of the treating 
treatment stuff.  They don't even carry the special screws.  Stainless 
steel if you must then, and be prepared to pay big dinero for them.


--R


On 4/29/14 11:52 AM, Randy Bennell wrote:
And then you need to buy the right ones if you are using treated 
lumber so that the chemical does not eat the screw.




On 29/04/2014 8:21 AM, Rich Thomas wrote:

Deck screws if you must

--R

On 4/28/14 7:29 PM, Larry Turner wrote:

My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

Larry


On 4/28/2014 4:09 PM, Randy Bennell wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?



On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You 
probably know all of this but they are much too brittle.


Good Luck -

LarryT







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Re: [MBZ] Building question

2014-04-29 Thread Randy Bennell

I guess it depends on who you talk to.

I have been using the ceramic coated screws with treated lumber.
Not sure the stainless ones are any better.

Actual hot dipped galvanized would be nice but harder to come by.

The gold anodized ones rust pretty quickly so I don't think I would use 
them where they are exposed to the weather.




On 29/04/2014 11:24 AM, Rich Thomas wrote:
Funny you mention that.  The builders place I go to for my stuff told 
me that the special screws were no better than the regular 
galvanized/coated deck screws with the new formulation of the treating 
treatment stuff.  They don't even carry the special screws.  
Stainless steel if you must then, and be prepared to pay big dinero 
for them.


--R


On 4/29/14 11:52 AM, Randy Bennell wrote:
And then you need to buy the right ones if you are using treated 
lumber so that the chemical does not eat the screw.







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Re: [MBZ] Building question

2014-04-29 Thread OK Don
Wouldn't plain steel nails corrode even more than coated screws?


On Tue, Apr 29, 2014 at 11:41 AM, Randy Bennell rbenn...@bennell.ca wrote:

 I guess it depends on who you talk to.

 I have been using the ceramic coated screws with treated lumber.
 Not sure the stainless ones are any better.

 Actual hot dipped galvanized would be nice but harder to come by.

 The gold anodized ones rust pretty quickly so I don't think I would use
 them where they are exposed to the weather.




-- 
OK Don

NSA: The only branch of government that actually listens to US citizens!

There are three kinds of men: The ones that learns by reading. The few who
learn by observation. The rest of them have to pee on the electric fence
for themselves.

WILL ROGERS, *The Manly Wisdom of Will Rogers*
2013 F150, 18 mpg
2012 Passat TDI DSG, 44 mpg
1957 C182A, 12 mpg - but at 150 mph!
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Re: [MBZ] Building question

2014-04-29 Thread G Mann
The shear load rating for a #8 nail is 300 lbs.  Old dry timbers are very
prone to cracking and spliting. I would not use screws for that reason but
instead, use nails with a good pattern to avoid splitting the grain of the
old stud. Also I would use the best glue and clamps to achieve as perfect
bond as possible.

Just FWIW.


On Tue, Apr 29, 2014 at 9:24 AM, Rich Thomas 
richthomas79td...@constructivity.net wrote:

 Funny you mention that.  The builders place I go to for my stuff told me
 that the special screws were no better than the regular galvanized/coated
 deck screws with the new formulation of the treating treatment stuff.  They
 don't even carry the special screws.  Stainless steel if you must then,
 and be prepared to pay big dinero for them.

 --R


 On 4/29/14 11:52 AM, Randy Bennell wrote:

 And then you need to buy the right ones if you are using treated lumber
 so that the chemical does not eat the screw.



 On 29/04/2014 8:21 AM, Rich Thomas wrote:

 Deck screws if you must

 --R

 On 4/28/14 7:29 PM, Larry Turner wrote:

 My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

 Larry


 On 4/28/2014 4:09 PM, Randy Bennell wrote:

 What is a dry wall stud?

 Are we talking about something different than a basic 2X4?



 On 28/04/2014 2:42 PM, Larry Turner wrote:

 BTW, don't  make the mistake of using dry wall studs.  You probably
 know all of this but they are much too brittle.

 Good Luck -

 LarryT





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 http://www.okiebenz.com

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Re: [MBZ] Building question

2014-04-29 Thread Dan Penoff
I believe in a belt and suspenders, and screws over nails, too!

Dan

Sent from my iPad

 On Apr 29, 2014, at 11:50 AM, Randy Bennell rbenn...@bennell.ca wrote:
 
 
 Now that part makes sense!
 
 Sometimes the building inspectors won't even let you use screws. Nails have 
 more resistence to shear if I understand right. Unless you buy the right 
 screws. Simpson Strong Tie folks have special screws intended for use with 
 some of their fasteners for example.
 A couple of years back, my brother in law was building a deck on the back of 
 his house. I was giving him some advice and suggested he use screws with the 
 joist hangers. The building inspector made him remove the screws and drive 
 the short nails. I used the screws (and not the Simpson ones as I don't think 
 they existed then) when I built my deck/screened porch, in 1984 and it has 
 not fallen down yet.
 
 I like using screws. They tend to pull things in nice and tight. They are 
 also more removable if one changes one's mind and needs to remove the 
 recently installed stud.
 Maybe tie it together with screws and once satisfied that one is not going to 
 change things any more, then go back with the air nailer and drive the 
 recommended number of nails too.
 Who was claiming to be a belt and suspenders type of fellow recently - ??
 
 
 
 On 28/04/2014 6:29 PM, Larry Turner wrote:
 My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry
 
 Larry
 
 
 On 4/28/2014 4:09 PM, Randy Bennell wrote:
 What is a dry wall stud?
 
 Are we talking about something different than a basic 2X4?
 
 
 
 On 28/04/2014 2:42 PM, Larry Turner wrote:
 BTW, don't  make the mistake of using dry wall studs.  You probably know 
 all of this but they are much too brittle.
 
 Good Luck -
 
 LarryT
 
 
 ___
 http://www.okiebenz.com
 
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 To Unsubscribe or change delivery options go to:
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Re: [MBZ] Building question

2014-04-29 Thread Dan Penoff
I keep a box of 3 square drive deck screws on the shelf as a one size fits 
all thing.  I love them for just about any rough lumber project.

Dan

Sent from my iPad

 On Apr 29, 2014, at 11:52 AM, Randy Bennell rbenn...@bennell.ca wrote:
 
 And then you need to buy the right ones if you are using treated lumber so 
 that the chemical does not eat the screw.
 
 
 
 On 29/04/2014 8:21 AM, Rich Thomas wrote:
 Deck screws if you must
 
 --R
 
 On 4/28/14 7:29 PM, Larry Turner wrote:
 My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry
 
 Larry
 
 
 On 4/28/2014 4:09 PM, Randy Bennell wrote:
 What is a dry wall stud?
 
 Are we talking about something different than a basic 2X4?
 
 
 
 On 28/04/2014 2:42 PM, Larry Turner wrote:
 BTW, don't  make the mistake of using dry wall studs.  You probably know 
 all of this but they are much too brittle.
 
 Good Luck -
 
 LarryT
 
 
 ___
 http://www.okiebenz.com
 
 To search list archives http://www.okiebenz.com/archive/
 
 To Unsubscribe or change delivery options go to:
 http://mail.okiebenz.com/mailman/listinfo/mercedes_okiebenz.com
 
 All posts are the result of individual contributors and as such, those 
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Re: [MBZ] Building question

2014-04-29 Thread Dan Penoff
If it's old, dry, or brittle I drill a pilot hole. Nothing worse than running a 
screw down only to hear the wood cracking as you do so. With the quick swap 
drill attachments it's easy and quick to do.

Dan

Sent from my iPad

 On Apr 29, 2014, at 12:50 PM, G Mann g2ma...@gmail.com wrote:
 
 The shear load rating for a #8 nail is 300 lbs.  Old dry timbers are very
 prone to cracking and spliting. I would not use screws for that reason but
 instead, use nails with a good pattern to avoid splitting the grain of the
 old stud. Also I would use the best glue and clamps to achieve as perfect
 bond as possible.
 
 Just FWIW.
 
 
 On Tue, Apr 29, 2014 at 9:24 AM, Rich Thomas 
 richthomas79td...@constructivity.net wrote:
 
 Funny you mention that.  The builders place I go to for my stuff told me
 that the special screws were no better than the regular galvanized/coated
 deck screws with the new formulation of the treating treatment stuff.  They
 don't even carry the special screws.  Stainless steel if you must then,
 and be prepared to pay big dinero for them.
 
 --R
 
 
 On 4/29/14 11:52 AM, Randy Bennell wrote:
 
 And then you need to buy the right ones if you are using treated lumber
 so that the chemical does not eat the screw.
 
 
 
 On 29/04/2014 8:21 AM, Rich Thomas wrote:
 
 Deck screws if you must
 
 --R
 
 On 4/28/14 7:29 PM, Larry Turner wrote:
 
 My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry
 
 Larry
 
 
 On 4/28/2014 4:09 PM, Randy Bennell wrote:
 
 What is a dry wall stud?
 
 Are we talking about something different than a basic 2X4?
 
 
 
 On 28/04/2014 2:42 PM, Larry Turner wrote:
 
 BTW, don't  make the mistake of using dry wall studs.  You probably
 know all of this but they are much too brittle.
 
 Good Luck -
 
 LarryT
 
 ___
 http://www.okiebenz.com
 
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Re: [MBZ] Building question

2014-04-29 Thread Randy Bennell

I agree in regard to the pre-drilled holes.
Another choice might be to through-bolt.
When one is doing it for one's self one can often do much more than a 
trades person would do. They sort of have to do things quickly to earn a 
reasonable income without bankrupting the property owner.
We as the property owners can usually afford the time to over-do things 
if we want to.
Might not be absolutely necessary, but I do take some pride in doing 
things in a manner that I deem acceptable even if they do tend to be 
sometimes like 2 belts and suspenders too.


Randy



On 29/04/2014 12:35 PM, Dan Penoff wrote:

If it's old, dry, or brittle I drill a pilot hole. Nothing worse than running a 
screw down only to hear the wood cracking as you do so. With the quick swap 
drill attachments it's easy and quick to do.

Dan

Sent from my iPad


On Apr 29, 2014, at 12:50 PM, G Mann g2ma...@gmail.com wrote:

The shear load rating for a #8 nail is 300 lbs.  Old dry timbers are very
prone to cracking and spliting. I would not use screws for that reason but
instead, use nails with a good pattern to avoid splitting the grain of the
old stud. Also I would use the best glue and clamps to achieve as perfect
bond as possible.

Just FWIW.


On Tue, Apr 29, 2014 at 9:24 AM, Rich Thomas 
richthomas79td...@constructivity.net wrote:


Funny you mention that.  The builders place I go to for my stuff told me
that the special screws were no better than the regular galvanized/coated
deck screws with the new formulation of the treating treatment stuff.  They
don't even carry the special screws.  Stainless steel if you must then,
and be prepared to pay big dinero for them.

--R



On 4/29/14 11:52 AM, Randy Bennell wrote:

And then you need to buy the right ones if you are using treated lumber
so that the chemical does not eat the screw.




On 29/04/2014 8:21 AM, Rich Thomas wrote:

Deck screws if you must

--R


On 4/28/14 7:29 PM, Larry Turner wrote:

My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

Larry



On 4/28/2014 4:09 PM, Randy Bennell wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?




On 28/04/2014 2:42 PM, Larry Turner wrote:

BTW, don't  make the mistake of using dry wall studs.  You probably
know all of this but they are much too brittle.

Good Luck -

LarryT

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Re: [MBZ] Building question

2014-04-29 Thread Curt Raymond
I've been using Scorpion brand square drive deck screws, way better than 
trying to drive phillips head...

-Curt

Date: Tue, 29 Apr 2014 09:21:47 -0400
From: Rich Thomas richthomas79td...@constructivity.net
To: Mercedes Discussion List mercedes@okiebenz.com
Subject: Re: [MBZ] Building question
Message-ID: 535fa76b.50...@constructivity.net
Content-Type: text/plain; charset=ISO-8859-1; format=flowed

Deck screws if you must

--R

On 4/28/14 7:29 PM, Larry Turner wrote:
 My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

 Larry
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Re: [MBZ] Building question

2014-04-29 Thread Curt Raymond
Funny you should mention that.
I'm building a shed to put snowmobiles in. It'll be 4x4 posts with a shelf 
at 48 and a roof over top. This year it'll get wrapped in a green tarp, next 
year it might get T111 siding if finances allow. Keeping the machines out under 
tarps all summer is hard on them. I'm planning on 8x12 which will allow for 2 
big modern machines under the shelf and 2 or 3 (hoping on 3) on the shelf.

My plan for the shelf is 2x6s on the outside (so build a rectangle 8x12) with 
2x4 on 16 centers down the middle. I'm planning to through bolt the 2x6 outers 
to the 4x4 posts, I don't want there to be any sway in the posts. I'll run 4 
deck screws through the 2x6 ends into the 4x4s while avoiding the bolts.

Probably ought to deal with a certain '78 240D first though.

-Curt

Date: Tue, 29 Apr 2014 14:24:00 -0500
From: Randy Bennell rbenn...@bennell.ca
To: Mercedes Discussion List mercedes@okiebenz.com
Subject: Re: [MBZ] Building question
Message-ID: 535ffc50.8060...@bennell.ca
Content-Type: text/plain; charset=ISO-8859-1; format=flowed

I agree in regard to the pre-drilled holes.
Another choice might be to through-bolt.
When one is doing it for one's self one can often do much more than a 
trades person would do. They sort of have to do things quickly to earn a 
reasonable income without bankrupting the property owner.
We as the property owners can usually afford the time to over-do things 
if we want to.
Might not be absolutely necessary, but I do take some pride in doing 
things in a manner that I deem acceptable even if they do tend to be 
sometimes like 2 belts and suspenders too.

Randy
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Re: [MBZ] Building question

2014-04-28 Thread Larry Turner
BTW, don't  make the mistake of using dry wall studs.  You probably know 
all of this but they are much too brittle.


Good Luck -

LarryT


On 4/9/2013 10:14 PM, dsereta...@yahoo.com wrote:

I have a cottage. Really it's a tiny thing that resembles a large shack! I've 
been doing some sill repairs but some of the studs sitting on the rotted sill have rotted 
as well. I was thinking about cutting out the rotted bottom section,  splicing in a new 
piece of stud and then sistering it all up with another 2x4. Does the sistering stud have 
to reach all the way up to the top plate? I can't realistically do this because it 
extends through the ceiling into the second floor. Any thoughts?

Sent from my iPhone
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Re: [MBZ] Building question

2014-04-28 Thread Dan Penoff
Everywhere I have swung a hammer has required treated lumber for sill plates.

Dan

Sent from my iPad

 On Apr 28, 2014, at 3:42 PM, Larry Turner l02tur...@comcast.net wrote:
 
 BTW, don't  make the mistake of using dry wall studs.  You probably know all 
 of this but they are much too brittle.
 
 Good Luck -
 
 LarryT
 
 
 On 4/9/2013 10:14 PM, dsereta...@yahoo.com wrote:
 I have a cottage. Really it's a tiny thing that resembles a large shack! 
 I've been doing some sill repairs but some of the studs sitting on the 
 rotted sill have rotted as well. I was thinking about cutting out the rotted 
 bottom section,  splicing in a new piece of stud and then sistering it all 
 up with another 2x4. Does the sistering stud have to reach all the way up to 
 the top plate? I can't realistically do this because it extends through the 
 ceiling into the second floor. Any thoughts?
 
 Sent from my iPhone
 ___
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 To search list archives http://www.okiebenz.com/archive/
 
 To Unsubscribe or change delivery options go to:
 http://mail.okiebenz.com/mailman/listinfo/mercedes_okiebenz.com
 
 
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Re: [MBZ] Building question

2014-04-28 Thread Rich Thomas
With a moisture barrier between concrete sill or floor or whatever you 
have, and treated plates.  2x4s with replacing the bottom section and 
sistering up a few feet will work, you can put some construction 
adhesive on the splice and sister too, then a few nails to hold it all 
together.  Ain't goin nowhere.


--R (belt and suspenders)

On 4/28/14 3:47 PM, Dan Penoff wrote:

Everywhere I have swung a hammer has required treated lumber for sill plates.

Dan

Sent from my iPad


On Apr 28, 2014, at 3:42 PM, Larry Turner l02tur...@comcast.net wrote:

BTW, don't  make the mistake of using dry wall studs.  You probably know all of 
this but they are much too brittle.

Good Luck -

LarryT



On 4/9/2013 10:14 PM, dsereta...@yahoo.com wrote:
I have a cottage. Really it's a tiny thing that resembles a large shack! I've 
been doing some sill repairs but some of the studs sitting on the rotted sill have rotted 
as well. I was thinking about cutting out the rotted bottom section,  splicing in a new 
piece of stud and then sistering it all up with another 2x4. Does the sistering stud have 
to reach all the way up to the top plate? I can't realistically do this because it 
extends through the ceiling into the second floor. Any thoughts?

Sent from my iPhone
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Re: [MBZ] Building question

2014-04-28 Thread G Mann
I believe what you describe is what is known as a balloon framed  house,
which is no longer legal to build.

Balloon framing used the same stud from sill plate to roof, with the second
floor attached to the stud mid point [about] . As the building ages, second
floor joists sag or go soft, the building balloons at the second floor,
or the whole building simply racks out of square.

First, check with your local building code people to see what they will
allow for repairs in the balloon frame home [I'm guessing many in your area
are likely built this way, since it was popular at the time. What local
codes allow will influence your ability to insure, so worth the effort to
get the straight scoop.

Sister stud repair: Not ideal, but necessary in older buildings. I like to
use a generous overlap with both glue and well spaced nails. If space
allows, I like to use the double sister method, which sandwiches the old
stud with a 2x on each side.  Is the stud 2x4 or 2x6 ?  If it was built
before 1920 it's likely full dimension lumber which means the stud will be
a full 2 inches thick x a full 4 or 6 inches thick.. modern lumber gives us
2x4's that measure 1 1/2 x 3 1/2  so you may want to rip down a thicker
piece to get correct contact with inner and outer wall with the sister
studs.

Sills of course need to be pressure treated wood on a solid foundation and
the studs re-attached properly so they don't kick out [common with the
loading on balloon framed building as the roof sags and or the second floor
sags.

Good luck, I count among my personal blessings that I'm to far away to
offer to help.. ;)))

Grant...


On Mon, Apr 28, 2014 at 12:42 PM, Larry Turner l02tur...@comcast.netwrote:

 BTW, don't  make the mistake of using dry wall studs.  You probably know
 all of this but they are much too brittle.

 Good Luck -

 LarryT


 On 4/9/2013 10:14 PM, dsereta...@yahoo.com wrote:

 I have a cottage. Really it's a tiny thing that resembles a large
 shack! I've been doing some sill repairs but some of the studs sitting on
 the rotted sill have rotted as well. I was thinking about cutting out the
 rotted bottom section,  splicing in a new piece of stud and then sistering
 it all up with another 2x4. Does the sistering stud have to reach all the
 way up to the top plate? I can't realistically do this because it extends
 through the ceiling into the second floor. Any thoughts?

 Sent from my iPhone
 ___
 http://www.okiebenz.com
 For new and used parts go to www.okiebenz.com
 To search list archives http://www.okiebenz.com/archive/

 To Unsubscribe or change delivery options go to:
 http://mail.okiebenz.com/mailman/listinfo/mercedes_okiebenz.com



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Re: [MBZ] Building question

2014-04-28 Thread WILTON
'Don't even hafta cut out the rotted part.  (Of course, cut it out if you'll 
feel better.)  Just sister another section of stud from new sill plate 
(preferably treated) up 2 to 3 feet above the rot and splice the old and new 
securely together.  'Don't hafta go all the way to top plate.  Larry, why 
can't he use dry wall studs.  Isn't that what goes on most studs these 
days?   :)


Wilton (designed and built several houses with dry wall studs)

- Original Message - 
From: Larry Turner l02tur...@comcast.net

To: mercedes@okiebenz.com
Sent: Monday, April 28, 2014 3:42 PM
Subject: Re: [MBZ] Building question


BTW, don't  make the mistake of using dry wall studs.  You probably know 
all of this but they are much too brittle.


Good Luck -

LarryT


On 4/9/2013 10:14 PM, dsereta...@yahoo.com wrote:
I have a cottage. Really it's a tiny thing that resembles a large 
shack! I've been doing some sill repairs but some of the studs sitting on 
the rotted sill have rotted as well. I was thinking about cutting out the 
rotted bottom section,  splicing in a new piece of stud and then 
sistering it all up with another 2x4. Does the sistering stud have to 
reach all the way up to the top plate? I can't realistically do this 
because it extends through the ceiling into the second floor. Any 
thoughts?


Sent from my iPhone
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Re: [MBZ] Building question

2014-04-28 Thread Randy Bennell

What is a dry wall stud?

Are we talking about something different than a basic 2X4?



On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You probably 
know all of this but they are much too brittle.


Good Luck -

LarryT





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Re: [MBZ] Building question

2014-04-28 Thread Dan Penoff
Cut 92 5/8 long, I believe, to make up a total of 96 (8 feet) for a standard 
8 foot wall section using a double top plate.

Don't know the metric equivalent, sorry.

Dan

Sent from my iPad

 On Apr 28, 2014, at 4:09 PM, Randy Bennell rbenn...@bennell.ca wrote:
 
 What is a dry wall stud?
 
 Are we talking about something different than a basic 2X4?
 
 
 
 On 28/04/2014 2:42 PM, Larry Turner wrote:
 BTW, don't  make the mistake of using dry wall studs.  You probably know all 
 of this but they are much too brittle.
 
 Good Luck -
 
 LarryT
 
 
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Re: [MBZ] Building question

2014-04-28 Thread Randy Bennell

Yes, that is a normal stud length but why would it be brittle?



On 28/04/2014 4:37 PM, Dan Penoff wrote:

Cut 92 5/8 long, I believe, to make up a total of 96 (8 feet) for a standard 
8 foot wall section using a double top plate.

Don't know the metric equivalent, sorry.

Dan

Sent from my iPad


On Apr 28, 2014, at 4:09 PM, Randy Bennell rbenn...@bennell.ca wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?




On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You probably know all of 
this but they are much too brittle.

Good Luck -

LarryT






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Re: [MBZ] Building question

2014-04-28 Thread Rich Thomas
Those studs are in compression, mostly, and if sistered to another stud, 
and fastened to an inner or outer wall in some fashion, you have no 
issues with brittle.


--R


On 4/28/14 5:41 PM, Randy Bennell wrote:

Yes, that is a normal stud length but why would it be brittle?



On 28/04/2014 4:37 PM, Dan Penoff wrote:
Cut 92 5/8 long, I believe, to make up a total of 96 (8 feet) for a 
standard 8 foot wall section using a double top plate.


Don't know the metric equivalent, sorry.

Dan

Sent from my iPad


On Apr 28, 2014, at 4:09 PM, Randy Bennell rbenn...@bennell.ca wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?




On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You probably 
know all of this but they are much too brittle.


Good Luck -

LarryT






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Re: [MBZ] Building question

2014-04-28 Thread Curt Raymond
Yeahbut you've only ever apparently worked in the city. Remember Dimitri said 
it was a cottage that later got amended to shack.

Hell when we had the addition put on the camp dad went to get a building permit 
and had the following conversation:
Building inspector: Its a camp right?
Dad: Yeah
Building inspector: You're not going to live there full time right?

Dad: Yeah
Building inspector: Its back away from the road and can't be seen right?

Dad: Yeah
Building inspector: Why are you bothering me with it?


Redneck towns are the best. When I did my bathroom renovation a couple years 
ago it didn't occur to me to get a building permit until I'd taken the wall 
off...

-Curt


Date: Mon, 28 Apr 2014 15:47:56 -0400
From: Dan Penoff d...@penoff.com
To: Mercedes Discussion List mercedes@okiebenz.com
Subject: Re: [MBZ] Building question
Message-ID: 4103686e-3f4a-42af-9927-f818ff2e3...@penoff.com
Content-Type: text/plain; charset=us-ascii

Everywhere I have swung a hammer has required treated lumber for sill plates.

Dan
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Re: [MBZ] Building question

2014-04-28 Thread Mitch Haley

Curt Raymond wrote:

Yeahbut you've only ever apparently worked in the city. Remember Dimitri said it was a 
cottage that later got amended to shack.

Hell when we had the addition put on the camp dad went to get a building permit 
and had the following conversation:
Building inspector: Its a camp right?
Dad: Yeah
Building inspector: You're not going to live there full time right?

Dad: Yeah
Building inspector: Its back away from the road and can't be seen right?

Dad: Yeah
Building inspector: Why are you bothering me with it?


Redneck towns are the best. 


Until 30 years later when somebody comes along with guns drawn, feigns surprise 
that there's a domicile on your 'vacant land' without a permit, and demands that 
you tear down the 'illegal structure', or apply for a permit to bring it up to 
2013 code and pay $100k to have a power line run to it.


http://www.laweekly.com/2011-06-23/news/l-a-county-s-private-property-war/

http://www.housethehomeless.org/creating-homelessness-in-the-antelope-valley-part-1/

Mitch.


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Re: [MBZ] Building question

2014-04-28 Thread Larry Turner

My apologies -- I meant to say Dry Wall Screws  -  Duh..  Sorry

Larry


On 4/28/2014 4:09 PM, Randy Bennell wrote:

What is a dry wall stud?

Are we talking about something different than a basic 2X4?



On 28/04/2014 2:42 PM, Larry Turner wrote:
BTW, don't  make the mistake of using dry wall studs.  You probably 
know all of this but they are much too brittle.


Good Luck -

LarryT





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Re: [MBZ] Building question

2013-04-11 Thread Randy Bennell



What you have described is known here as a balloon framed structure,
which BTW is not allowed by building code anywhere I know of if, as you
describe, the studs are two story.

The fix you propose is less than an perfect fix, but likely your only
option.  I would suggest you clean, glue and clamp the sister stud onto the
solid portion of the existing stud with good overlap to engage as much
structure as possible.

Also.. check your local building codes to see if such repair is allowed..
Might be an insurance concern?

Grant...





Balloon framing normally refers to a scenario where  a long stud extends 
all of the way from the bottom plate to the top plate on a 2 storey wall.

I doubt this shack is a 2 storey.

Randy

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Re: [MBZ] Building question

2013-04-11 Thread Randy Bennell

On 09/04/2013 9:14 PM, dsereta...@yahoo.com wrote:

I have a cottage. Really it's a tiny thing that resembles a large shack! I've 
been doing some sill repairs but some of the studs sitting on the rotted sill have rotted 
as well. I was thinking about cutting out the rotted bottom section,  splicing in a new 
piece of stud and then sistering it all up with another 2x4. Does the sistering stud have 
to reach all the way up to the top plate? I can't realistically do this because it 
extends through the ceiling into the second floor. Any thoughts?




Ooops!

Blew that one.
I guess it is balloon framing.
Did not catch the fact that the shack is a big multi-floor shack.

Randy

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Re: [MBZ] Building question

2013-04-11 Thread dseretakis
Yes it's a two story! It's balloon framed. The upper plate extends up to a 
certain point as the roof starts to angle- it's gambrel style.

Sent from my iPhone

On Apr 11, 2013, at 12:52 PM, Randy Bennell rbenn...@bennell.ca wrote:

 
 What you have described is known here as a balloon framed structure,
 which BTW is not allowed by building code anywhere I know of if, as you
 describe, the studs are two story.
 
 The fix you propose is less than an perfect fix, but likely your only
 option.  I would suggest you clean, glue and clamp the sister stud onto the
 solid portion of the existing stud with good overlap to engage as much
 structure as possible.
 
 Also.. check your local building codes to see if such repair is allowed..
 Might be an insurance concern?
 
 Grant...
 
 Balloon framing normally refers to a scenario where  a long stud extends all 
 of the way from the bottom plate to the top plate on a 2 storey wall.
 I doubt this shack is a 2 storey.
 
 Randy
 
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Re: [MBZ] Building question

2013-04-10 Thread Brian Toscano
Lots of old homes built this way;  surely they do not expect the owner to
bulldoze the house and rebuild for such a repair that is fairly common.


On Tue, Apr 9, 2013 at 9:19 PM, G Mann g2ma...@gmail.com wrote:

 What you have described is known here as a balloon framed structure,
 which BTW is not allowed by building code anywhere I know of if, as you
 describe, the studs are two story.

 The fix you propose is less than an perfect fix, but likely your only
 option.  I would suggest you clean, glue and clamp the sister stud onto the
 solid portion of the existing stud with good overlap to engage as much
 structure as possible.

 Also.. check your local building codes to see if such repair is allowed..
 Might be an insurance concern?

 Grant...


 On Tue, Apr 9, 2013 at 7:14 PM, dsereta...@yahoo.com wrote:

  I have a cottage. Really it's a tiny thing that resembles a large
 shack!
  I've been doing some sill repairs but some of the studs sitting on the
  rotted sill have rotted as well. I was thinking about cutting out the
  rotted bottom section,  splicing in a new piece of stud and then
 sistering
  it all up with another 2x4. Does the sistering stud have to reach all the
  way up to the top plate? I can't realistically do this because it extends
  through the ceiling into the second floor. Any thoughts?
 
  Sent from my iPhone
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Re: [MBZ] Building question

2013-04-10 Thread Peter Hertzing
Yes this was common practice for many years.  Use treated lumber, which is
relatively cheap, so a little overbuilding is fairly inexpensive compared
to the risk being averted.  Good Luck

On Wed, Apr 10, 2013 at 11:05 AM, Brian Toscano brian.tosc...@gmail.comwrote:

 Lots of old homes built this way;  surely they do not expect the owner to
 bulldoze the house and rebuild for such a repair that is fairly common.


 On Tue, Apr 9, 2013 at 9:19 PM, G Mann g2ma...@gmail.com wrote:

  What you have described is known here as a balloon framed structure,
  which BTW is not allowed by building code anywhere I know of if, as you
  describe, the studs are two story.
 
  The fix you propose is less than an perfect fix, but likely your only
  option.  I would suggest you clean, glue and clamp the sister stud onto
 the
  solid portion of the existing stud with good overlap to engage as much
  structure as possible.
 
  Also.. check your local building codes to see if such repair is allowed..
  Might be an insurance concern?
 
  Grant...
 
 
  On Tue, Apr 9, 2013 at 7:14 PM, dsereta...@yahoo.com wrote:
 
   I have a cottage. Really it's a tiny thing that resembles a large
  shack!
   I've been doing some sill repairs but some of the studs sitting on the
   rotted sill have rotted as well. I was thinking about cutting out the
   rotted bottom section,  splicing in a new piece of stud and then
  sistering
   it all up with another 2x4. Does the sistering stud have to reach all
 the
   way up to the top plate? I can't realistically do this because it
 extends
   through the ceiling into the second floor. Any thoughts?
  
   Sent from my iPhone
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Re: [MBZ] Building question

2013-04-10 Thread Rich Thomas
It would be worthwhile to add some fire-blocking in the walls if you 
have the sheetrock open.  Balloon framing allows flames to climb right 
up to the attic whereas the newer platform framing stops it (at least 
for awhile).


--R


On 4/10/13 12:05 PM, Brian Toscano wrote:

Lots of old homes built this way;  surely they do not expect the owner to
bulldoze the house and rebuild for such a repair that is fairly common.


On Tue, Apr 9, 2013 at 9:19 PM, G Mann g2ma...@gmail.com wrote:


What you have described is known here as a balloon framed structure,
which BTW is not allowed by building code anywhere I know of if, as you
describe, the studs are two story.

The fix you propose is less than an perfect fix, but likely your only
option.  I would suggest you clean, glue and clamp the sister stud onto the
solid portion of the existing stud with good overlap to engage as much
structure as possible.

Also.. check your local building codes to see if such repair is allowed..
Might be an insurance concern?

Grant...


On Tue, Apr 9, 2013 at 7:14 PM, dsereta...@yahoo.com wrote:


I have a cottage. Really it's a tiny thing that resembles a large

shack!

I've been doing some sill repairs but some of the studs sitting on the
rotted sill have rotted as well. I was thinking about cutting out the
rotted bottom section,  splicing in a new piece of stud and then

sistering

it all up with another 2x4. Does the sistering stud have to reach all the
way up to the top plate? I can't realistically do this because it extends
through the ceiling into the second floor. Any thoughts?

Sent from my iPhone
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Re: [MBZ] Building question

2013-04-10 Thread dseretakis
Thanks all for the insightful input. I ended up taking the splice and scab 
approach. I used wood glue and plenty of screws on both sides and PT lumber. 
Just below the ceiling there is a one by oriented in an upright podition which 
sits in a notched recess in the stud. The  second story floor joists then are 
affixed to the stud and rest on the one by. I extended the scab up to this one 
by so some level of floor joist support is gained. As far as blocking for fire 
protection- there is no point since the ceiling is the floor with exposed 
joists. Not a very significant structure but it does have charm. A very typical 
1930s Maine cottage with a whooping 600 sq feet!

Sent from my iPhone

On Apr 10, 2013, at 12:18 PM, Peter Hertzing phertz...@gmail.com wrote:

 Yes this was common practice for many years.  Use treated lumber, which is
 relatively cheap, so a little overbuilding is fairly inexpensive compared
 to the risk being averted.  Good Luck
 
 On Wed, Apr 10, 2013 at 11:05 AM, Brian Toscano 
 brian.tosc...@gmail.comwrote:
 
 Lots of old homes built this way;  surely they do not expect the owner to
 bulldoze the house and rebuild for such a repair that is fairly common.
 
 
 On Tue, Apr 9, 2013 at 9:19 PM, G Mann g2ma...@gmail.com wrote:
 
 What you have described is known here as a balloon framed structure,
 which BTW is not allowed by building code anywhere I know of if, as you
 describe, the studs are two story.
 
 The fix you propose is less than an perfect fix, but likely your only
 option.  I would suggest you clean, glue and clamp the sister stud onto
 the
 solid portion of the existing stud with good overlap to engage as much
 structure as possible.
 
 Also.. check your local building codes to see if such repair is allowed..
 Might be an insurance concern?
 
 Grant...
 
 
 On Tue, Apr 9, 2013 at 7:14 PM, dsereta...@yahoo.com wrote:
 
 I have a cottage. Really it's a tiny thing that resembles a large
 shack!
 I've been doing some sill repairs but some of the studs sitting on the
 rotted sill have rotted as well. I was thinking about cutting out the
 rotted bottom section,  splicing in a new piece of stud and then
 sistering
 it all up with another 2x4. Does the sistering stud have to reach all
 the
 way up to the top plate? I can't realistically do this because it
 extends
 through the ceiling into the second floor. Any thoughts?
 
 Sent from my iPhone
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Re: [MBZ] Building question

2013-04-09 Thread WILTON
Overlap the sistering section 12 to 14 or so with/onto the old stud and 
nail or screw the two together from both sides with nails or screws long 
enough to go through at least one and three quarters of the total thickness 
of the overlapped 2 x 4's.  Just make sure the joint can't collapse 
(bend/buckle) in any direction


Wilton

- Original Message - 
From: dsereta...@yahoo.com

To: Mercedes Discussion List mercedes@okiebenz.com
Sent: Tuesday, April 09, 2013 10:14 PM
Subject: [MBZ] Building question


I have a cottage. Really it's a tiny thing that resembles a large shack! 
I've been doing some sill repairs but some of the studs sitting on the 
rotted sill have rotted as well. I was thinking about cutting out the 
rotted bottom section,  splicing in a new piece of stud and then sistering 
it all up with another 2x4. Does the sistering stud have to reach all the 
way up to the top plate? I can't realistically do this because it extends 
through the ceiling into the second floor. Any thoughts?


Sent from my iPhone
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Re: [MBZ] Building question

2013-04-09 Thread G Mann
What you have described is known here as a balloon framed structure,
which BTW is not allowed by building code anywhere I know of if, as you
describe, the studs are two story.

The fix you propose is less than an perfect fix, but likely your only
option.  I would suggest you clean, glue and clamp the sister stud onto the
solid portion of the existing stud with good overlap to engage as much
structure as possible.

Also.. check your local building codes to see if such repair is allowed..
Might be an insurance concern?

Grant...


On Tue, Apr 9, 2013 at 7:14 PM, dsereta...@yahoo.com wrote:

 I have a cottage. Really it's a tiny thing that resembles a large shack!
 I've been doing some sill repairs but some of the studs sitting on the
 rotted sill have rotted as well. I was thinking about cutting out the
 rotted bottom section,  splicing in a new piece of stud and then sistering
 it all up with another 2x4. Does the sistering stud have to reach all the
 way up to the top plate? I can't realistically do this because it extends
 through the ceiling into the second floor. Any thoughts?

 Sent from my iPhone
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Re: [MBZ] Building question

2013-04-09 Thread Fmiser
 dsereta...@yahoo.com wrote:

 I've been doing some sill repairs but some of the
 studs sitting on the rotted sill have rotted as well. I was
 thinking about cutting out the rotted bottom section,
 splicing in a new piece of stud and then sistering it all up
 with another 2x4. Does the sistering stud have to reach all
 the way up to the top plate?

Nope.  A scab joint is likely plenty.

I would use glue (carpenters wood glue or construction adhesive)
and decking screws and try to get 2ft onto good wood. Most of
what a stud is doing is carrying a compression load, so if you
have new wood from the bottom sill to the good part of the old
stud, really all you need to prevent buckling.  The sheathing
does a lot, but since I tend to overbuild stuff, I'd make a scab
joint.  3/4 plywood on both sides would be enough for me to be
comfortable.  Or another 2x4 on one side.

--Philip

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Re: [MBZ] Building question

2013-04-09 Thread Dieselhead
I have a cottage. Really it's a tiny thing that resembles a large 
shack! I've been doing some sill repairs but some of the studs 
sitting on the rotted sill have rotted as well. I was thinking about 
cutting out the rotted bottom section,  splicing in a new piece of 
stud and then sistering it all up with another 2x4. Does the 
sistering stud have to reach all the way up to the top plate? I 
can't realistically do this because it extends through the ceiling 
into the second floor. Any thoughts?


Sent from my nonMBPhone


Nope

As I understand you are replacing the bottom plate that the studs 
rest one, and the bottoms of some studs.  Cut off the stud where the 
wood is good, cut a piece long enough to fit in where the rotted 
section was.


You may need to jack up the wall to get this in block place.  I do 
that by screwing a 2x10 or 2x12 on 4 or 5 studs at least, with at 
least 5 screws in each stud.


Once the block is under the cutoff, then nail or screw your scab 
alongside it.  Rule of thumb is the scab should be at least 3 times 
as long as the block above and below the joint. (6 times as long as 
the block) unless you run into the top or bottom plate.  So for a 6 
block, there is 6 below the joint, and 18 above, so a 24 scab 
works good.  Its a rule of thumb, so don't stress is you have a 20 or 
22 piece you want to use up.  If it is sound, that will work just 
fine.  In that case, I'd put 2 screws into the 6 block and at least 
3 into the upper part. (the old stud)


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Re: [MBZ] Building question

2013-04-09 Thread Mitch Haley

Fmiser wrote:


I would use glue (carpenters wood glue or construction adhesive)
and decking screws and try to get 2ft onto good wood. Most of
what a stud is doing is carrying a compression load, so if you
have new wood from the bottom sill to the good part of the old
stud, really all you need to prevent buckling.  


I'm thinking it would be best if you could cut the patch to exact length and 
butt it up against the new bottom of the original stud. (and splint across the 
butt joint with another piece of stud) That way the load would transmit straight 
down through the joint.


Mitch.

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Re: [MBZ] Building question

2013-04-09 Thread Fmiser
  Fmiser wrote:
  
  I would use glue (carpenters wood glue or construction
  adhesive) and decking screws and try to get 2ft onto good
  wood. Most of what a stud is doing is carrying a compression
  load, so if you have new wood from the bottom sill to the
  good part of the old stud, really all you need to prevent
  buckling.  

 Mitch Haley wrote:
 
 I'm thinking it would be best if you could cut the patch to
 exact length and butt it up against the new bottom of the
 original stud. (and splint across the butt joint with another
 piece of stud) That way the load would transmit straight down
 through the joint.

That's what I was trying to say - but Mitch said it better.
Loren described it well too.

--Philip

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