Looking at the roof design (I have looked back through previous useful threads).
I am considering 6" (150mm) * 3" (75mm) at 600mm spacing. The span is about 3.5m front to back and about 7.8m side to side. The proposed roofing is metal sheet. I am assuming the joists will span the short (front to back) span.
The issue now is how to engineer the slope (I have read that 1/2" per foot is adequate so a difference of 6" front to back should be O.K.).
I can see some obvious ways:
(1) Front and back wall level. Hang the lower end of the joist flush with the wall plate and rest the base of the high end of the joist on the wall plate. This will require the low end cutting at an angle to sit properly in the joist hanger and the high end notching to sit onto the wall plate. Sloping ceiling.
(2) Front wall one block higher than rear. Hang both ends from joist hangers. Both ends will need cutting at an angle to fit the joist hangers. Sloping ceiling.
(3) Front and back wall level. Hand the main joist parallel from front and back wall. Fit a profiled piece of timber above the joist. Simple hanging, no angles cut, less lateral force on the walls (not that there should be much anyway). Flat ceiling. Downside (if any) seems to be the odd shaped roof void which will give a lot of air space above the insulation at the higher end.
What dos the team think?
TIA
Dave R