Posted: Tue Oct 25, 2011 12:54 pm
Hi
I'm planning a 6m x 3m wooden shed on a slab base. Very useful site for guidance on how to build the slab, but I have a question regarding the DPM. At the bottom of this page http://www.pavingexpert.com/concrete.htm there is an excellent cross-section of a freestanding slab for a sectional shed/garage - similar to what I'm doing. It suggests having the shed wall around 6" in from the edge of the slab. My question - if you just trim the DPM around the top of the slab, how do you stop water puring down the side of the shed, onto the 6" of exposed slab and then running down on the inside / top of the DPM - which defeats its purpose?
My thought would be to leave enough DPM to wrap round over the top of the edge of the slab and underneath the bottom of the wall (which will be a 4" x 2" foot plate in my case). But is this right, or is there a better way to do this?
Thanks in advance
I'm planning a 6m x 3m wooden shed on a slab base. Very useful site for guidance on how to build the slab, but I have a question regarding the DPM. At the bottom of this page http://www.pavingexpert.com/concrete.htm there is an excellent cross-section of a freestanding slab for a sectional shed/garage - similar to what I'm doing. It suggests having the shed wall around 6" in from the edge of the slab. My question - if you just trim the DPM around the top of the slab, how do you stop water puring down the side of the shed, onto the 6" of exposed slab and then running down on the inside / top of the DPM - which defeats its purpose?
My thought would be to leave enough DPM to wrap round over the top of the edge of the slab and underneath the bottom of the wall (which will be a 4" x 2" foot plate in my case). But is this right, or is there a better way to do this?
Thanks in advance