Reader AARON from CARTHAGE writes: “Curious to see your thoughts on the Pro-footer one pour bracket. Would attaching these brackets to the post compromise the pressure treating leading to a chance of rot? I’ve seen their footer cages and their uplift brackets but these seem to be a better choice provided they don’t compromise the […]Read More
Post Frame Columns Without Ups or Downs Once post frame building columns are placed into those holes in ground, there needs to be (or sure should be) a solid plan to keep them from being sucked out of ground, or sinking down into it. FEATURE: Pre-mix concrete bottom collars attached to columns with pounded in […]Read More
When is it time to bring in a Geotechnical Engineer? Reader WES in RAVENNA writes: “I am building a 36×48 pole barn w/ attic trusses on a piece of property were the water table is quite high. The wettest hole contained about 3 feet of water and caved in to about 5 or 6 feet […]Read More
Welcome back, loyal readers. The first timers amongst you will want to jump back and read yesterday’s article, so today will make sense. Or as much as any day can make sense! First, as promised, the difference in buildings over 26 years of time (not just the price). Method of Pressure Preservative Treating Wood – […]Read More
Another great question from a reader! DEAR POLE BARN GURU: Hello, I bought my house from you a few years ago and know that you all have a very good engineering group. I was wanting to see if they could come up with a plan to retrofit an existing pole barn for wind uplift. The […]Read More
If an Engineer Didn’t Structurally Design This Building, Then Who Did? Many of you have been reading the ongoing and sad saga of Jimmy’s building…..here is the next installment: Jimmy: “You should go buy a lottery ticket, I asked the builder, he told me only on industrial buildings do they use engineering plans. There is […]Read More
Don’t be Like Jimmy’s Parents A new post frame (pole) building or barn is an investment, a very permanent investment. Readers have been following a couple of articles involving Jimmy’s new building, which is NOT a Hansen Pole Building and Jimmy is not very happy. This is how the building was purchased (in Jimmy’s words): […]Read More
How Many Licks Does It Take to Get to the Tootsie Roll Center of a Tootsie Pop? Well, according to Mr. Owl, the answer is three. At an office meeting of the Sweets Company of America in 1931, employees were asked to share any ideas for new candies. Employee Luke Weisgram had been thinking about […]Read More
The Hole Enchilada Yesterday I began hacking away at my neighbor’s new pole building under construction. Today, I will dig even deeper (pun intended)! Leroy and his building crew arrived on Thursday to begin building. My bride and I had to take a detour most of the day to go to Fargo to visit grandchildren […]Read More
Welcome to Ask the Pole Barn Guru – where you can ask questions about building topics, with answers posted on Mondays. With many questions to answer, please be patient to watch for yours to come up on a future Monday or Saturday segment. If you want a quick answer, please be sure to answer with […]Read More
The original Hansen Pole Buildings column encasement design, had the pressure preservative columns placed to the base of an augured hole. Pre-mix concrete was then poured around the lower 16-18 inches of the column to form a bottom collar. The bond strength between concrete and wood was sufficient to enable the assembly to resist both […]Read More
I have a serious case of “like” for The Home Depot®. When my children were little, every time we got near one, they would start to chant (in unison), “Home Depot…..Home Depot”. Yesterday morning I was in The Home Depot® at Grand Junction, Colorado. It was a special moment, when a gentleman came up to […]Read More
I really, really enjoy interactive clients. The ones who pay attention to what is going on (chances are, if you are reading this, you are one too). They help keep me on my toes, as well. I’ve been enjoying interacting with John. Over the weekend he came up with this for me: “I looked at […]Read More
Client calls into my office at the end of the day Friday and says his Building Official will only accept his new pole building construction with holes 48 inches deep, with six inch thick concrete cookies in the bottom of the hole, and no concrete backfill around the columns. Here is some background…. The building […]Read More
Welcome to Ask the Pole Barn Guru – where you can ask questions about building topics, with answers posted on Mondays. With many questions to answer, please be patient to watch for yours to come up on a future Monday segment. If you want a quick answer, please be sure to answer with a “reply-able” […]Read More
According to TKProduct.com: “Drying shrinkage is an inherent, unavoidable property of concrete. Shrinkage of plain concrete drying is .72 inches per 100 feet from its plastic state to a dried state with 50% relative humidity, this shrinkage will take place when the moisture leaves the concrete.” Now this research, on my part, was triggered by […]Read More
Alan was a post frame building contractor for years, prior to becoming a Building Designer for Hansen Pole Buildings. If I had to estimate, I’d venture Alan constructed well over 200 of our buildings. Recently, Alan had a client question the thickness of the concrete footings, beneath the columns, used to support the pressure preservative […]Read More
I know none of us has ever experienced this condition, but we all know of someone who has had the hurling issue, often after a period of personal discussion with some of the friends of George Thorogood. In this instance, I’m not thinking either of the example above, or the tasty oatmeal raisin cookies my […]Read More
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