Recent content by 308turbo

yup what ^ he said..do it all the time

ya he made squares out of it when he cut releif joints

not sure how deep the cuts are,will have o try to find out tomorrow..Is there rule of thumb on how deep the cuts should be?

2 rows of rebar around footers....have 2 slabs built almost the same way at work but it 6inch thick with no problems...maybe im over reacting about it..I think its because maybe it didnt go deep enough with his relief cuts??

located in south carolina. dug down to get to untouched soil. used packer then put 4inch of 57 stone used packer again.. Its a monolithic slab footers are 12 by 18 around the whole outside 30x36 with a 4-5inch slab...Concrete guy cut relief cuts in it but i am wondering if they were not deep...

I am going to block up 3 coarse. How often do i need to fill the block with cement??i know i need to have the anchors for the sill plate every 6 feet... thanks

what made you move back?? im in the greenville area

shes loving all the construction for new shop

well long story short, i moved from NJ to SC year and half ago...Lived in an apartment for a year and hated every day of it..Wife and i settled on our first home buy in may and she been telling me to build a shop since so here we are. Going with a 30x36x12 stick build..going to have 3 coarse of...

sounds like a bad batch of pipe..I installed 1.5 pipe for a sprinkler line in a school and turned the system on and had the seam where they welded it split wide open