Bunk
Well-known member
Hey Everybody-
I need some help figuring out the best way to fix this situation with my Son's shed. He has a newly built 10'x12' shed his FIL helped him build. The trouble is they didn't fully think things through and they just built up the walls on the concrete slab next to his home without being concerned about being level (the slab is off ~1-2" over 10') or more importantly putting a platform floor underneath the thing to keep all his stuff dry on the inside and the sheathing from rotting.
At least the base plate is treated 2x6, walls are 2x4 - 16" oc. It isn't 100% completed yet because of cash flow issues, but right now he has it sheathed and wrapped, but no siding, and tar paper on the roof.
He needs to store a motorcycle inside, wants a workbench and a couple heavy duty shelf units. I am thinking he needs a 2x6 floor with 3/4 T&G. How tight should the joist spacing be?
I see we have a few options in getting a floor in and the structure out of the wet:
1) Leave the structure on the slab and build the floor inside the structure
2) Somehow lift up the structure enough a slide under a proper floor. Maybe using concrete post support piers?
Definitely a case of doing it right the first time being way easier than fixing it after the fact.
Anybody have some advice?
I need some help figuring out the best way to fix this situation with my Son's shed. He has a newly built 10'x12' shed his FIL helped him build. The trouble is they didn't fully think things through and they just built up the walls on the concrete slab next to his home without being concerned about being level (the slab is off ~1-2" over 10') or more importantly putting a platform floor underneath the thing to keep all his stuff dry on the inside and the sheathing from rotting.
At least the base plate is treated 2x6, walls are 2x4 - 16" oc. It isn't 100% completed yet because of cash flow issues, but right now he has it sheathed and wrapped, but no siding, and tar paper on the roof.
He needs to store a motorcycle inside, wants a workbench and a couple heavy duty shelf units. I am thinking he needs a 2x6 floor with 3/4 T&G. How tight should the joist spacing be?
I see we have a few options in getting a floor in and the structure out of the wet:
1) Leave the structure on the slab and build the floor inside the structure
2) Somehow lift up the structure enough a slide under a proper floor. Maybe using concrete post support piers?
Definitely a case of doing it right the first time being way easier than fixing it after the fact.
Anybody have some advice?

to that ^^^^^^^^^