|
|
|
|
|
|
|
||||||||||||||||||||||
|
|
||||||||||||||||||||||
|
|
#11 (permalink) | |
|
Platinum Member
Join Date: Oct 2006
Location: LaGrange, Ohio
Posts: 828
|
Quote:
The frost heave would not be an issue with a slab on grade, it is designed to float on top of the ground and move with the frost, like a patio slab, or driveway does. This can work just fine for shed or garage that is not attached to another building. I have only seen the piers used with it, in my area, when the ground was soft/wet. It is possible, & likely that your local codes require more. But, I doubt they require concrete over 7" thick, through out a slab that size. Do you know if the previous owner was an engineer? |
|
|
|
|
|
|
#12 (permalink) |
|
Gold Member
Join Date: Jul 2006
Location: Ohio
Posts: 277
|
10'x15' slab looks to me like a good start for a feed room/tack room. It can be implemented with your barn either on a wall or centered in the middle (don't laugh, I did see a tack room/office in the center of a horse barn). It can be insulated/heated/air conditioned, add water etc and it might for out for ya.
|
|
|
|
|
|
#13 (permalink) |
|
Bronze Member
Join Date: Dec 2007
Location: Rhode Island
Posts: 65
|
Eddie thanks for the advice.
I like this floor plan Barn Plans - StableWise Gallery but I was thinking of making the stalls 12x12. As far as stick framing the building around here that would require a frost wall all the way around the building min. 48inches deep with the slab in the middle that adds a lot more to the cost of the excavation. I do like the placement of the barn though there are a few other locations I could look into. Mostly this site was the pick because it was the high point of the land which all slopes down in one direction. I will have to get some better pictures of what I am dealing with. ray66v I dont know much about the previous owners the house was a foreclosure. But that slab is pure over kill. I do have plenty of carpentry knowledge to work with. I worked construction to pay for college and just got done building a 10ft x20ft 2 floor addition on my parents house on an existing foundation. But horse barns and post and beam construction is new to me. I do understand the socket systems might not be a cost saving move, but the ability for me to do the rest of the work pretty much with out major equipment and what not would be great. Pretty much I have narrowed it down to either use the socket systems if they will pass snuff with the building inspector or do a pole barn on a different location and tear out the concrete slab and re-work the layout for the paddocks and ring.
__________________
Matt BX 24 LA240 FEL, BT601 Backhoe, 54'' MMM, Patu DC 40 Chipper, 5ft LandScape Rake, FEL Snow Plow, ATI FEL Quick Attach, TracVac with QA mower boot, Workforce Post Hole Digger |
|
|
|
![]() |
||
| Thread Tools | |
| Display Modes | |
|
|
|
||||||||||||||||||||||
| About TractorByNet.com | Terms of Service | Advertise | © 2008 TractorByNet.com |