aka Larry
Well-known member
I had a small teaser in my introduction thread (picture of the slab), but now that I have something to actually post about, here goes!
First up, the slab construction. The size is 40’x40’. I used 3,000 PSI concrete with 6”X6” WWF. Per the county code, the perimeter footing is 12"x12" with the slab portion at a minimum of 4" thick. I also used #4 rebar in the perimeter footing for extra strength. For the control joints I used metal strips called that my concrete guy called “keyway".
A few pics of my progression thus far:
This 12" thick section with a #4 rebar grid is the area where my new 2-post lift will stand. I know the manufacturer's specs say 4" minimum, but I'm not really a fan of 'minimum'.
First up, the slab construction. The size is 40’x40’. I used 3,000 PSI concrete with 6”X6” WWF. Per the county code, the perimeter footing is 12"x12" with the slab portion at a minimum of 4" thick. I also used #4 rebar in the perimeter footing for extra strength. For the control joints I used metal strips called that my concrete guy called “keyway".
A few pics of my progression thus far:
This 12" thick section with a #4 rebar grid is the area where my new 2-post lift will stand. I know the manufacturer's specs say 4" minimum, but I'm not really a fan of 'minimum'.
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