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Installing support posts in dirt floor garage

Joined
May 21, 2017
Messages
8
Location
Southern Vermont
Hi, I'm wondering how much of a concrete base I should have for putting in support posts in my dirt floor garage. It's 24x20 with one temp support beam in there now. I've had folks tell me I would be fine with a 2x2 or 3x3 block block of concrete under a 6x6 post, but I'm in Vermont and am wondering if maybe I should be digging down past the frost line and maybe doing a 4ft concrete tube. On the other hand a normal garage pad is ~6 in, although I guess that usually isn't load bearing. Thoughts?

Oh, the other thing is the support beam running across is kind of cobbled together. Wondering if I should put something like a 2 or 3 ft section of a 2x6 flat under this beam as more reinforcement. Or maybe a metal plate?

Thanks for any thoughts.

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Bondo

Well-known member
Joined
Dec 22, 2007
Messages
2,549
Location
Greenfield, Maine
Ayuh,.... Go to yer local precast concrete supply house, 'n get yerself a "Camp Pad",...

They're either 18" or 2' diameter, 6" thick round pieces used for huntin' camp foundations up in yer country,....
 

ozyborn

Well-known member
Joined
Apr 26, 2011
Messages
685
Without knowing your building codes. I would dig down 48", bell out the bottom. Pour a concrete footer. Then support post on the footer
 

readhead

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Joined
Dec 8, 2012
Messages
6,175
Location
Durango, Co.
Not much chance of freezing inside the garage. 2'x2'x12" inches deep would probably do the job. Better solution would be to replace the beam with something that wouldn't require a post.
 

ard

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Joined
Feb 16, 2015
Messages
4,391
Location
Sierra Foothills... California
Not much chance of freezing inside the garage. 2'x2'x12" inches deep would probably do the job. Better solution would be to replace the beam with something that wouldn't require a post.


Possibly a good point- however if it is an unheated, uninsulated, thin-skinned building might it not freeze inside? Upstate Vermont?

I guess also one would wonder what footing depth is on the perimeter of this building?
 
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OP
S
Joined
May 21, 2017
Messages
8
Location
Southern Vermont
Thanks for the feedback - I'm a new homeowner as of ~6 months ago so it's useful to get some perspective.

Would love to just replace the beam with something that doesn't require posts but we have so many projects that I think I just want to keep this one simple.

I tried finding VT code but the PDF I found on the state website didn't seem like it addressed these specifics. Oh and I'm in southern VT, family in NW CT often has similar weather.

Sounds like a 2ft pad will be fine for this application. It's going to be fastened to the support beam so unlike with a deck frost heaves shouldn't be an issue? And yeah, garage isn't insulated. Could be ~100 years old as my house was built in the 20's..
 

John in OH

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Joined
Jun 2, 2007
Messages
2,444
Location
SE Ohio & Eastern Virginia
Remember, the ground temperature below frost line year-round is about 55F more or less. So, in a sheltered area such as inside of an unheated building, the heat from the sub-soil will "heat" the soil "higher", ie., the frost line will be much shallower.

If I were faced with this task, I'd probably hand-dig a hole +/- 30" deep and about 18-20" in diameter. Mix up three or four 80# bags of Sakrete in a wheelbarrow, pour them in the hole, level off the top of the concrete with a hand trowel or small float, and let it set. After a day or two, set the post and back-fill the hole. The bottom of the post should be ON the concrete, not IN the concrete.
 

Firebrand

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Joined
Feb 23, 2010
Messages
294
Location
New Hampshire
Being 45 miles north of the MA/NH border, I can strongly recommend going down 48" for your footer as a proven method to beat the frost line. Did just that in my own garage project about twenty years ago. Same setup and slab still doing well.
 

xyster101

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Joined
Jul 3, 2013
Messages
640
Location
Upstate NY
How deep did you go?

I am in Albany NY and footers are 42" here.
I hope you took the extra 20 min to dig past 24" to 48".


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