Hi,
I have plans to build a shed in the back yard. A previous owner had a 10' x 14' concrete slab poured. I'm not exactly sure how thick the slab is but looks to be at least 4". Not sure if it's reinforced or not. I suspect it had a shed sitting on it, or maybe a boat.
I have plans to use this slab to support a shed. I was thinking of using some 6x6 treated lumber as skids, and placed them on this slab and then frame the floor of the shed on the skids. I assume I'd need 3 or maybe 4 of these, running the long dimension of the building, not sure how they should be spaced either.
I'll probably have 1001 questions along the way, but I'm wondering if it's a bad idea to use skids longer than my slab (16' instead of 14), and frame the floor at 12' x 16' to keep measurements in multiples of 4 feet and gain some square footage.
Is having the floor frame extending 1' past each side likely to be an acceptable engineering practice or should I keep the floor dimensions equal to or less than my slab? Or is more info needed?
Note: I live in Oklahoma, it sometimes gets windy here.
Thanks!
Nic
Read more: http://www.doityourself.com/forum/f...422-outbuilding-foundation.html#ixzz2E5oWvGXW
I have plans to build a shed in the back yard. A previous owner had a 10' x 14' concrete slab poured. I'm not exactly sure how thick the slab is but looks to be at least 4". Not sure if it's reinforced or not. I suspect it had a shed sitting on it, or maybe a boat.
I have plans to use this slab to support a shed. I was thinking of using some 6x6 treated lumber as skids, and placed them on this slab and then frame the floor of the shed on the skids. I assume I'd need 3 or maybe 4 of these, running the long dimension of the building, not sure how they should be spaced either.
I'll probably have 1001 questions along the way, but I'm wondering if it's a bad idea to use skids longer than my slab (16' instead of 14), and frame the floor at 12' x 16' to keep measurements in multiples of 4 feet and gain some square footage.
Is having the floor frame extending 1' past each side likely to be an acceptable engineering practice or should I keep the floor dimensions equal to or less than my slab? Or is more info needed?
Note: I live in Oklahoma, it sometimes gets windy here.
Thanks!
Nic
Read more: http://www.doityourself.com/forum/f...422-outbuilding-foundation.html#ixzz2E5oWvGXW
