At the risk of being shot down, have I under or over engineered this?
Had various other threads on here about my solar mount - now for the final design. I took all your advice
I am building a "shed" at the back of the garden to keep the lawnmower etc in. On said shed I will be placing 20 solar panels. Below is the frame, heights are to ensure angle (41 degrees) is good for winter and summer.
My main questions are:
Had various other threads on here about my solar mount - now for the final design. I took all your advice
I am building a "shed" at the back of the garden to keep the lawnmower etc in. On said shed I will be placing 20 solar panels. Below is the frame, heights are to ensure angle (41 degrees) is good for winter and summer.
- Posts 150x150x 3.6m for rear. 1m for fronts.
- Main stringers are 9x2s x 5.4. The posts will be notched and they will rest in that with the joint on the notch.
- Joists are 4x2 x 4.8m. Joists will be notched, seated on stringers and screwed down vertically.
- Gussets will be 150x47
- Upper "ladder" section is only to brace it front-to-back and was going to use 47x150s
- Panels are correct aspect to roof and weigh 18KGs each.
- "roof" was going to be 18mm ply with felt over the top.
- Panels to mount on rails screwed into ply/joists.
- Posts to be seated in steel bolt-downs on concrete foot. 50x50x50cm. I did not want to do a whole slab. Bad?
- I will be - at some point - adding shiplap down the rear for a bit of wind protection.
My main questions are:
- Bad design? Add / remove anything?
- Sizes "mostly" ok?