hello all, just came across this great forum and just signed up...
I’m working on a major renovation project of my own in my spare time for some time now. I have done all the demolition and rebuilding to date, and I’m drawing near the roofing stage.
I’m going for a 35degree pitch, with slates.
With my day job finishing soon, I’m hoping to tackle most of this myself, as I’ve done so far
This will be my 1st ( and maybe last!!) attempt at a roof.
I’m been studying methods for some time, and I’ve a few queries
I will be starting from clean slate all the old roof will be gone, and I'll be going from all new wallplates throughout, so no tieing-in etc..
The roof has 2 intersecting sections of unequal spans,( these 2 themselves are equal,,but less than the main roof span) 1 section intersects main roof at one end of the building, , the same on the other end, a bit like a capital H , with 1 section chopped off, or a capital ‘JAY’
At this part this there is a hip, so 3 gables, 1 hip.
I’m going to use a 6X2 common rafter, and 9X2 hip rafter, but what’s is story with the ridge thickness.
On the old building although the hip rafter was 2” thick, the ridge was not as thick, 1”-1.5” if I remember correctly.
Is there a downside to using a 2” ridge, like the hip?
Dropping the hip, what is the logic behind this, is is related to getting felt to sit better.
Thanks for reading
I’m working on a major renovation project of my own in my spare time for some time now. I have done all the demolition and rebuilding to date, and I’m drawing near the roofing stage.
I’m going for a 35degree pitch, with slates.
With my day job finishing soon, I’m hoping to tackle most of this myself, as I’ve done so far
This will be my 1st ( and maybe last!!) attempt at a roof.
I’m been studying methods for some time, and I’ve a few queries
I will be starting from clean slate all the old roof will be gone, and I'll be going from all new wallplates throughout, so no tieing-in etc..
The roof has 2 intersecting sections of unequal spans,( these 2 themselves are equal,,but less than the main roof span) 1 section intersects main roof at one end of the building, , the same on the other end, a bit like a capital H , with 1 section chopped off, or a capital ‘JAY’
At this part this there is a hip, so 3 gables, 1 hip.
I’m going to use a 6X2 common rafter, and 9X2 hip rafter, but what’s is story with the ridge thickness.
On the old building although the hip rafter was 2” thick, the ridge was not as thick, 1”-1.5” if I remember correctly.
Is there a downside to using a 2” ridge, like the hip?
Dropping the hip, what is the logic behind this, is is related to getting felt to sit better.
Thanks for reading