I think i will look into cantiliering the one side 6' so that i can install new post on the outside of the joining wall so the weight is not on the posts of the existing at all it would just be framing to fill in the overbuild
CONCRETE IS IN EXISTING BUILDING. 4" slab around posts 4" in ground i would assume I didn't build it. 4x6 posts
ladder frame means that sections are built 2x6 8' o.c. with the girts turned and between 26 so when stood up on top of footing edge slab you create a 3 ply 2x6 under the
truss...
CONCRETE IS IN EXISTING BUILDING. 4" slab around posts 4" in ground i would assume I didn't build it. 4x6 posts
ladder frame means that sections are built 2x6 8' o.c. with the girts turned and between 26 so when stood up on top of footing edge slab you create a 3 ply 2x6 under the
truss...
planning on adding onto a 24x32 pole shed with 9' ceiling with a 30x48 addition w 16' ceilings
was hoping to bear on some of existing post but would need to extend taller any ideas for adding to the top.
the rest of the building will be ladder framed