New Home Build
Cooled sqft: 3466sqft Under roof sqft: 4348sqft, 4bed 4bath 1.5 story with media and game room upstairs with full bath. 3 car tandem with a true man cave shop
. Tandem will be enclosed with roll up door and rear entry door to back yard. I will post pics as I can. They say we should be in by Dec 15th.
9/16 Grade done

9/19 forms are set

9/21 plumbing and dirt work.

9/22 Almost ready to pour!
Rear of house

Front of house
Also if its not too late get the termi-mesh around all slab penetrations, that is the main way termites get into the slabs and its really does work.
Also if youre going to have a patio or anything added on right to the slab I recommend putting some #4 4' long rebar at 12" off center, centered at the construction joint so you dont have settling problems later. Make sure they use some sort of bond breaker whether it be "red wood", fiber board or synko-flex between the house slab and patio around.
Good read for those wondering what the above is talking about.
http://www.hgtvpro.com/hpro/bp_found...745450,00.html
As far as post tension, it's prefered in Texas because of the clay based soil. With post tension the whole foundation can move as a whole. Rebar is too solid and will crack and break when one part of the foundation shifts.
Atleast that's how I understand it when I checked into it about 3 weeks ago.
If you plan on adding a lift in your garage, Make sure to talk to the contractor and verify your measurements as to where the rebar is.
I am planning on adding the Max Jacks lift in my garage and I keep getting feedback that with a post tension slab, there may be some issues. I may have to hire a person to come x-ray the foundation so that I don't accidentally destroy my foundation. Then pay a engineer to approve the install.
Builder said I would void my 10 year foundation warranty and If I drill in the wrong place the damage could be "Catastrophic"
You might want to have him add the mounting bolts before they pour the slab.
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Good read for those wondering what the above is talking about.
http://www.hgtvpro.com/hpro/bp_found...745450,00.html
The reason I don't like pt for a residential slab has nothing to do with the pt itself. It's that in residential there is no oversight. PT cables are not something to be taken lightly, and that's why you still see a lot of slab problems.
First and foremost the subgrade prep needs to be right. With as dry as its been the expansive clays are way below optimum moisture and most track home builders aren't going to spend the money to properly prep the subgrade. Then you have the actual placement of the tendons, the pt systems are designed with a specific drape pattern that gives the slab its strength and its overlooked a lot. Then you've got the actual tensioning of the cables which who knows how long its been since their ram and gauge has been calibrated or if they actually pay attention while stressing. During the pouring of the slab the sheathing of the cable can be torn and cause inaccurate readings. Only someone who is experienced and paying attention will be able to tell that this is what is happening by the gauge readout. Furthermore how do you know the slab is at 75% strength without getting test cylinders made off the concrete?
Make sure when they cut the tails off they put a grease pack in the pocket at the edge of the slab otherwise water can get to the anchor head of the cable and rust out the wedges in there and release the tension the cable. They also need to clean the pocket well before they grout it to seal the head of permanently.
As far as post tension, it's prefered in Texas because of the clay based soil. With post tension the whole foundation can move as a whole. Rebar is too solid and will crack and break when one part of the foundation shifts.
Atleast that's how I understand it when I checked into it about 3 weeks ago.

If you plan on adding a lift in your garage, Make sure to talk to the contractor and verify your measurements as to where the rebar is.
I am planning on adding the Max Jacks lift in my garage and I keep getting feedback that with a post tension slab, there may be some issues. I may have to hire a person to come x-ray the foundation so that I don't accidentally destroy my foundation. Then pay a engineer to approve the install.
Builder said I would void my 10 year foundation warranty and If I drill in the wrong place the damage could be "Catastrophic"
You might want to have him add the mounting bolts before they pour the slab.
If you just go to drilling and cut a cable you may be catching 33,000lbs of force in the face when the cable breaks the concrete above it.
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If you have never built a new house before get someone that knows what they are looking at to help. Just because it looks pretty in the end does not mean it is right.
Looks like it will be a nice house when finished
If you just go to drilling and cut a cable you may be catching 33,000lbs of force in the face when the cable breaks the concrete above it.
Define "Fairly Cheap" (PM)
I might take you up on that. As long as it is official Documentation.
I Plan on adding the lift in July of next year but may be using your services in December.
Me doing it on the side wouldn't be official. For it to be official it will need a PE stamp and that's going to cost you some money. Sounds like all the builder is concerned about is you hitting a cable. You should get clarification from them on what exactly they want to satisfy your warranty. As far as cost it would be half of what going through an actual company would be.
Make sure you have a lay out plan for your furniture so that you can lay out your electrical, lighting and data as needed. The contractor is going to just put in the bare minimum to pass inspection.
They seem so far to have there **** together and they also have a outside inspection guy that comes it at different points during the build. Plus I'm pulling the drawings and checking everything. Quality to me is everything.
Make sure you have a lay out plan for your furniture so that you can lay out your electrical, lighting and data as needed. The contractor is going to just put in the bare minimum to pass inspection.
contract was signed for $293k. Or $84.53 I have added a few misc things since contract so I will see. I don't think I will go over $296k

