cdnc
Well-known member
Gents - I've recently had a new 30x40 shop built. The footings and foundation wall were poured, but the slab will be poured after the frost is out of the foundation. We back filled with limestone screening. The stub wall inside will be 8", the slab 5" and 2" of foam insulation. When back filling we brought the screening up to about 15" below the top of the wall (8+5+2).
My question is how to set the right slope for the slab. The building inspector suggested 2% slope and I'm assuming that has to be managed by grading the limestone screening (vs having the slab thicker at one end and 'tapering' to 5")?
Do I snap a chalk line along the wall starting at the 'high point' of 15" below the top of the wall and then do final grading of the screenings to something like 20+" below the top of the wall (8+5+2+Slope of 5"-10")?
My plan is to have a more gradual slope of something like 1% over the first 20' where more of a shop will be and a potential lift and then increase slope to something like 1.5% towards the doors and trench drains where I will be parking tractor, trucks, etc for snow melt.
How do I make sure I am level across the 30' - laser, line, board,...?
Am I thinking of this the right way? I'm assuming that the concrete contractor will just pour on the grade and can't do much to set the slope. Help?!
Thanks CDNC
My question is how to set the right slope for the slab. The building inspector suggested 2% slope and I'm assuming that has to be managed by grading the limestone screening (vs having the slab thicker at one end and 'tapering' to 5")?
Do I snap a chalk line along the wall starting at the 'high point' of 15" below the top of the wall and then do final grading of the screenings to something like 20+" below the top of the wall (8+5+2+Slope of 5"-10")?
My plan is to have a more gradual slope of something like 1% over the first 20' where more of a shop will be and a potential lift and then increase slope to something like 1.5% towards the doors and trench drains where I will be parking tractor, trucks, etc for snow melt.
How do I make sure I am level across the 30' - laser, line, board,...?
Am I thinking of this the right way? I'm assuming that the concrete contractor will just pour on the grade and can't do much to set the slope. Help?!
Thanks CDNC

