Tag Archives: pier foundation

Walk-Out Type Foundations, Clay Soil Issues, and a “Patio Room”

Today’s “Ask the Guru” blog answers reader questions about a pole barn being built on a “walk out type” foundation, use of a conventional pier foundation for high clay soils, and if we are able to please build a residential single story “patio room.”

DEAR POLE BARN GURU: Can a pole barn be built on a walk out type foundation? CRAIG in MESICK

DEAR CRAIG: Most certainly, I built my own this way 30 years ago! For some extended reading please visit: https://www.hansenpolebuildings.com/2020/02/barndominium-on-a-daylight-basement/

 

DEAR POLE BARN GURU: I am about to break ground on very bad clay soil and to make matters worse it is on a moderate slope. Originally, I was going to go with a poured slab in a pole barn, but a couple of contractors have suggested I go with a conventional foundation on piers. My dirt-work guy seems to think it will actually cost less since he won’t be moving all that dirt. I will also have to do one of my porches as a deck rather than concrete. I am working on a squeaky tight budget too. What are your thoughts on this? TAMMY in MONTGOMERY

DEAR TAMMY: Obviously you know clay is about the worst thing you can possibly build on.

My own barndominium site was very similar, including a slope. We had all of the clay excavated out, down to frost line (not an issue where you are) and then brought in compactible fill to a level point, and poured a slab on grade. Expensive, but correct.

Working on a tight budget, we could engineer for your building to be over a crawl space, using either embedded columns, or columns set using concrete piers and wet set brackets. This would save the cost of pouring a conventional footing and foundation. This would also give you an advantage in being able to live on wood, rather than concrete.

 

DEAR POLE BARN GURU: Hello. Are you able to please build a residential single story “patio room” of 13′ by 16′? Thinking of these requirements: Windows with full screens on all 3 sidesØ Insulated walls with drywall.Ø 1 Ceiling fanØ At least 4 15 Amp 125-Volt Duplex electrical outletsØ 1 door on the side that leads to a future deck. How does insulation, drywall and electricity work for something like this? Thank you. ERIC in OCONOMOWOC

DEAR ERIC: It can certainly be done. Walls will need to have at least some ‘solid’ areas in order to properly transfer wind shear loads. Needed amount would depend upon height of building. Walls should be bookshelf girted to create an insulation cavity (and a place to run electrical) without a need to add more framing in order to side and finish interior. Electrical would be no different than for any structural system and would need to tie back into your home’s main breaker box. Use an omnidirectional Water Resistant Barrier between siding and framing, Rockwool batt insulation to fill wall cavities, a well-sealed interior vapor barrier, then gypsum wallboard (drywall).

Importance of Constrained Posts

Importance of Constrained Posts

In structural design of post frame (pole) buildings, an ability to transfer wind shear loads from roof to endwalls to ground becomes a key to cost effective design success. When sidewall columns are in a properly constrained condition (usually by attachment to a concrete slab-on-grade) shear forces are reduced by 25%. This reduction can result in smaller dimension sidewall columns, as well as a reduction or elimination of need for OSB (Oriented Strand Board) or plywood reinforced roof or endwall planes.

These savings are most often apparent in buildings with a far greater length than width, are fairly tall (especially if narrow) and/or are in high wind regions. In some cases savings from constraining sidewall columns can overcome a significant amount of costs to pour a slab-on-grade!

Savings – I now have your attention. Now I will explain constrained.

Excerpted from National Frame Building Association Post-Frame Building Design Manual (January 2015):

“5.2.4 Foundation Constraint

If a post or pier foundation is not restrained from moving horizontally at or just above the ground surface it is said to be non-constrained. Conversely, if a post or pier foundation pushes against (or is attached to) an “immovable” structural element such that the lateral displacement at some point at or just above the ground surface is essentially equal to zero, the foundation is said to be constrained. An example of a constrained post or pier foundation is one that bears against a concrete slab-on-grade.

A single post can be both constrained or non-constrained, depending on the load case. Using the previous example of a concrete slab-on-grade, and assuming that the post is not attached to the slab, if the wind loading was such that the post was pushing on the slab, the post would be considered constrained. However, if the wind were blowing in the opposite direction, the post would not be supported by the slab; hence, the post would be analyzed for that load case as non-constrained.”

In simple terms, attach sidewall columns to a concrete slab-on-grade to prevent ground surface movement. Rebar hairpins can be an effective method to achieve a constrained condition, and can be read more about here: https://www.hansenpolebuildings.com/2016/10/rebar-hairpins/.