I am intending replacing the t and g shiplap on a shed.
It is currently vertical, but I won't need so much shiplap if it goes horizontally. I am aware which way up it must go.
To run it horizontally I would fit one length horizontally, followed by half a length. On the next course I would fit a half length, followed by a full length - so the joins are staggered.
My question is - is it a major no no to have these joins? I suppose vertical t and g means the rain will go straight down. I can seal the joints neatly with a brown caulk in between coats of preservative if required.
Where the joins are there are fairly substantial uprights to fix to, which will be treated first.
I suppose very large sheds and huts would have these joins, though I must admit I haven't actually noticed any on ordinary sheds.
So is running the shiplap horizontally with joins acceptable?
It is currently vertical, but I won't need so much shiplap if it goes horizontally. I am aware which way up it must go.
To run it horizontally I would fit one length horizontally, followed by half a length. On the next course I would fit a half length, followed by a full length - so the joins are staggered.
My question is - is it a major no no to have these joins? I suppose vertical t and g means the rain will go straight down. I can seal the joints neatly with a brown caulk in between coats of preservative if required.
Where the joins are there are fairly substantial uprights to fix to, which will be treated first.
I suppose very large sheds and huts would have these joins, though I must admit I haven't actually noticed any on ordinary sheds.
So is running the shiplap horizontally with joins acceptable?