jamie1976uk
Member
hi all
im planning to build a new shed on a triangular shaped area next to my house and im after a bit of advice. originally I was going to build the shed itself kind of a triangle shape with the end chopped off( I dare say there's a name for that shape),but the geometry involved in the roof was scrambling my tiny brain when I tried to draw it let alone build it, so im think of going for a sort a stepped design. I've attached a rough plan view to explain a bit better( the red line being the original shape ) the overall size it going to be 7m x 3m approx., and 2.5m high at the back wall sloping to the front. I'm planning on making the whole thing from timber frames and cladding in 15mm shiplap boards.
but Im starting to wonder if id have trouble with expansion/contraction though especially on the back wall. 7m x 2.5m is quite a big area and the longest shiplap boards I can find are 3m so there would be 2 joints in them butted together which im guessing would open up over time. does anyone else think this would be an issue or am I just overthinking it?
also, im trying to keep the cost down, so I was thinking of using 3x2 stud partitioning timber for any internal framework that shouldn't be exposed to the elements, but starting have second thoughts about that now.
thanks for any advice
im planning to build a new shed on a triangular shaped area next to my house and im after a bit of advice. originally I was going to build the shed itself kind of a triangle shape with the end chopped off( I dare say there's a name for that shape),but the geometry involved in the roof was scrambling my tiny brain when I tried to draw it let alone build it, so im think of going for a sort a stepped design. I've attached a rough plan view to explain a bit better( the red line being the original shape ) the overall size it going to be 7m x 3m approx., and 2.5m high at the back wall sloping to the front. I'm planning on making the whole thing from timber frames and cladding in 15mm shiplap boards.
but Im starting to wonder if id have trouble with expansion/contraction though especially on the back wall. 7m x 2.5m is quite a big area and the longest shiplap boards I can find are 3m so there would be 2 joints in them butted together which im guessing would open up over time. does anyone else think this would be an issue or am I just overthinking it?
also, im trying to keep the cost down, so I was thinking of using 3x2 stud partitioning timber for any internal framework that shouldn't be exposed to the elements, but starting have second thoughts about that now.
thanks for any advice