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Old 02-22-2013, 08:58 AM
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Inukshuk Inukshuk is offline
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Based on your first post I'll assume you have spoken with the county building department and need the engineer per county requirements. If not, this would be a different conversation. e-mail my friend Scott Schaefer sheridanmountainexcavation@q.com as he works the front range area and may have names. Otherwise x2 on google "geotechnical engineer park county" .

I doubt you would need caissons for a garage in all but the most unstable, sloped, or wet areas. 99% odds are you will have a "thickened edge 4" slab on grade of 3,000 PSI concrete reinforced with wire mesh, with the edge going down as deep as the local frost depth requires." For greater strength you could go to 6" and rebar. Either way there will be rebar in the edge grade beam. Additional compaction work is only required if you place fill material, and there are many methods. Decomposed granite will probably not require any compaction.

Pole barns are nice options too.

Why I know all this is 15 years of real estate law and having built 3 spec houses.
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  #12  
Old 02-22-2013, 09:26 AM
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Air Randy Air Randy is offline
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Quote:
Originally Posted by AxleIke View Post
Wow! Thanks guys. Great advice, I appreciate it. I'll look into that stuff. Cheers!
My shop is a pole barn. It is much less expensive to construct a pole barn than to pour a standard footer type foundation, then build the walls with dimensional lumber. Even if you do soil tests you still have a concern with frost heaving, etc. With the pole barn your foundations are the concrete piers that get poured around the poles, the bottoms of which are set below the frost line. If you pour a floor ir tends to "float" so its less prone to heaving and cracking.

Feel free to come down and look at the construction of my shop. I also have several books on building pole barns you are welcome to.
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  #13  
Old 02-22-2013, 09:37 AM
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AxleIke AxleIke is offline
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Quote:
Originally Posted by Inukshuk View Post
Based on your first post I'll assume you have spoken with the county building department and need the engineer per county requirements. If not, this would be a different conversation. e-mail my friend Scott Schaefer sheridanmountainexcavation@q.com as he works the front range area and may have names. Otherwise x2 on google "geotechnical engineer park county" .

I doubt you would need caissons for a garage in all but the most unstable, sloped, or wet areas. 99% odds are you will have a "thickened edge 4" slab on grade of 3,000 PSI concrete reinforced with wire mesh, with the edge going down as deep as the local frost depth requires." For greater strength you could go to 6" and rebar. Either way there will be rebar in the edge grade beam. Additional compaction work is only required if you place fill material, and there are many methods. Decomposed granite will probably not require any compaction.

Pole barns are nice options too.

Why I know all this is 15 years of real estate law and having built 3 spec houses.
Daniel, your advice is very much appreciated, I know you have a ton of experience in this. Thank you very much.

Quote:
Originally Posted by Air Randy View Post
My shop is a pole barn. It is much less expensive to construct a pole barn than to pour a standard footer type foundation, then build the walls with dimensional lumber. Even if you do soil tests you still have a concern with frost heaving, etc. With the pole barn your foundations are the concrete piers that get poured around the poles, the bottoms of which are set below the frost line. If you pour a floor ir tends to "float" so its less prone to heaving and cracking.

Feel free to come down and look at the construction of my shop. I also have several books on building pole barns you are welcome to.
Randy, I'd love to check that out. And the books would be great, thank you!
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