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Re: Slab on Grade and the Green Code[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Re: Slab on Grade and the Green Code
- From: nma <nma(--nospam--at)nma-se.com>
- Date: Thu, 05 Dec 2013 15:36:03 -0800
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I agree on the watching of the list server - kinda like a Christmas present.
Neil On 12/5/2013 1:35 PM, Chuck Utzman wrote:
I just got back from a job site. I took a look at some 6 mil visquene that was removed during some demo work. It looked like one of grandma's lace curtains. The sand hides the punctures, but can't prevent them in a crummy 6 mil vapor barrier. Also, the workers walk around on the rebar & embed the dobbies & rebar into the sand. If the concrete is pumped it can move the sand into contact with the rebar. The ASTM piece goes into this at length & it's partially discussed in some of the articles in this thread.Chuck Utzman,PEps It's nice to see that there are still some of us still watching the list serverOn 12/5/2013 8:56 AM, Lloyd Pack wrote:Hello Oshin & Board: Have you been able to get any information on why the GBC wants no sand over the vapor barrier? How do the writers of the GBC expect the concrete to be installed without puncturing the typical plastic sheet, 0.006" thick, that is used as a vapor barrier?
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