Hi,
I'm handy enough about the house to feel this is within my capabilities, but I'm not au fait with various aspects of roofing... excuses out of the way, I'd welcome any thoughts/opinions on the below
2850 x 5550 detached single garage, single skin brickwork - currently has a (presumed asbestos) cement roof, which is c.3.5 sheets wide by 2 sheets long. Roof leaks, ivy has overrun the sides and it seems to have condensation issues too.
Slopes from front to back, front is about five bricks higher than the back (forgot to measure the actual height differential).
Getting rid of the existing panels should be fine (brother works in hazardous waste disposal). Looking to replace with an EPDM covering.
So, some questions:
Alternatively if I'm barking up the wrong tree and someone wants to point me in the right direction, go for it (not that anyone would hold back anyway )
Thanks!
I'm handy enough about the house to feel this is within my capabilities, but I'm not au fait with various aspects of roofing... excuses out of the way, I'd welcome any thoughts/opinions on the below
2850 x 5550 detached single garage, single skin brickwork - currently has a (presumed asbestos) cement roof, which is c.3.5 sheets wide by 2 sheets long. Roof leaks, ivy has overrun the sides and it seems to have condensation issues too.
Slopes from front to back, front is about five bricks higher than the back (forgot to measure the actual height differential).
Getting rid of the existing panels should be fine (brother works in hazardous waste disposal). Looking to replace with an EPDM covering.
So, some questions:
- The slope of the roof is achieved through roughly cut bricks and mortar. No wall plate (?) to speak of -- for the new roof I think I'm going to need to add more joists for strength (bring it to 400mm centres), how would I actually secure these to the same height/angle as the existing joists?
Without a wall plate (I don't know if that's the right term! Bit of wood running along the top of the brickwork) where/how would I affix fascia for securing the EPDM?
Would you fix the new joints on an angle to match the fall of the roof? Or have the joist square and firring strips (?) to create the angle on the top of the joists?
Alternatively if I'm barking up the wrong tree and someone wants to point me in the right direction, go for it (not that anyone would hold back anyway )
Thanks!