Recent content by Wolfeman78

Cool. I was worried to death since concrete was poured

Had two poles push out 11/2 inches at bottom of my building , I guess the builder did not brace them when he poured concrete. The poles are set for 12ft walls, can these be pulled in enough for trusses?

Kind of what I thought.

Should I go with #2 grade or #3? Also first bundle they wanted to deliver had mold on most of the boards, is this ok?

I guess I am going to gear up to argue with my contractor tomorrow. He told me that if I had any problems with slab he would break it up personally. Yeah right..

I am going to talk to contractor again tomorrow. Thanks for all the info

"][/URL]I can post more pics in a little bit."][/URL] Upper flat area is only 6-8 inches thick. The material is a mix of med stone, small chips, and powder.

He lives close to me and built my neighbors barn. His subs did awesome work on my neighbors, mine hmmm... I do not have to have an inspection so I might have to get a third party to look at this for me. I asked him to pour walls or block it but he told me this would be just as good.

Yeah he plans to pour solid concrete walls.

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[/URL][/IMG] Pics up

Let me see if I can post some up.

Great! I don't know much about any of this .

He said that the fine mix with the medium rocks will be fine. The guy grading the foundation and finishing up form boards said it prolly should have been compacted by layer. I may amend final contract to guarantee no cracking of crumbling. I may just be to paranoid.. Soil underneath is solid..