BadgerBadger Posted January 5 Share Posted January 5 Any thoughts if I should definitely be using CLS for internal stud walls? Or is general 4x2 timber commonly used too? Thanks. Link to comment Share on other sites More sharing options...
Eric Posted January 5 Share Posted January 5 CLS is fine for internal partitions, I would go bigger if you need space for MVHR ducts etc. Link to comment Share on other sites More sharing options...
SteamyTea Posted January 5 Share Posted January 5 CLS One for the abbreviations thread Link to comment Share on other sites More sharing options...
Adrian Walker Posted January 5 Share Posted January 5 21 minutes ago, SteamyTea said: CLS One for the abbreviations thread It stands for Canadian Lumber Standard Link to comment Share on other sites More sharing options...
joe90 Posted January 5 Share Posted January 5 Just make sure you pick your own,(straight) or refuse delivered bent ones (mind they are good fir noggins). Link to comment Share on other sites More sharing options...
Eric Posted January 5 Share Posted January 5 Doesn’t matter if you pick the best ones you can, they still go out of shape 👎🏻 Link to comment Share on other sites More sharing options...
joe90 Posted January 5 Share Posted January 5 12 minutes ago, Eric said: Doesn’t matter if you pick the best ones you can, they still go out of shape 👎🏻 If they are straight when you get them they are less likely to move, especially if used quickly and held in place. Link to comment Share on other sites More sharing options...
Gus Potter Posted January 6 Share Posted January 6 6 hours ago, BadgerBadger said: Any thoughts if I should definitely be using CLS for internal stud walls? Or is general 4x2 timber commonly used too? Thanks. Two things you need to watch out for.. If the wall is load bearing a standard British or EU section will be 95 mm deep, the equivalent CLS section depth 89mm and the widths are also different. CLS can be cheaper but the amount of wood you get is less.. you get what you pay for.. don't complain later if what you bought does not fulfill it's intended function. An 89 mm deep stud has about 12% less bending capacity than a 95 mm deep stud and I have not included the width reduction .. buttttt.. it's only a quarter of an inch>> who would have "thunk that? Ruskin the common law of business: "It's unwise to pay too much...but it's worse to pay too little. When you pay too much, you lose a little money - that is all. When you pay too little, you sometimes lose everything, because the thing you bought was incapable of doing the thing it was bought to do. 1 1 Link to comment Share on other sites More sharing options...
nod Posted January 6 Share Posted January 6 11 hours ago, Eric said: Doesn’t matter if you pick the best ones you can, they still go out of shape 👎🏻 This is why MF has become so popular Link to comment Share on other sites More sharing options...
nod Posted January 6 Share Posted January 6 1 minute ago, nod said: This is why MF has become so popular I’ve used 4x2 between bedrooms due to the Iddiot Architect specifying Timber and 25 mil ply for wind bracing It took me twice as long as mf and em will give me more work when I’m tiling Link to comment Share on other sites More sharing options...
dpmiller Posted January 6 Share Posted January 6 8 minutes ago, nod said: I’ve used 4x2 between bedrooms due to the Iddiot Architect specifying Timber and 25 mil ply for wind bracing bit late to be calling him an "iddiot" now. Why didn't you query it? Link to comment Share on other sites More sharing options...
nod Posted January 6 Share Posted January 6 14 minutes ago, dpmiller said: bit late to be calling him an "iddiot" now. Why didn't you query it? I did But it was already on the materials submission Yep should have checked every single word I spotter the cranked steel that would have Protruded into my kitchen and that when I added up the dpc to ridge measure It was 300 mil out Just wonder what I’m paying for 1 Link to comment Share on other sites More sharing options...
Recommended Posts
Create an account or sign in to comment
You need to be a member in order to leave a comment
Create an account
Sign up for a new account in our community. It's easy!
Register a new accountSign in
Already have an account? Sign in here.
Sign In Now