# Percentage of Price Difference by Building Profile

This ended up being an interesting exercise and it yielded results pretty much as I had expected.

Reader RON in MONROE writes:

“Can you tell me the approximate percentage difference in pricing or cost of the different building styles? I know this will vary according to the size of the building, etc., so let’s pick a 38 by 38 by 17 foot tall building. How much more to move up from a single slope to gable style, to monitor, and to Gambrel?”

Mike the Pole Barn Guru responds:

There are so many variables involved in this question it is impossible to answer. And an answer for one given set of climactic loads (snow, design wind speed and exposure) would not translate to any different set of variables. Even as to where you are going to measure 17′ to is a huge impact. On a single slope – is this measure of low wall or high wall? Would it be clearspan or have interior columns? Is monitor measure to low side of wings, or raised center? If low side of wings, then how tall would center be? Gambrel, is your measure to eave side of steep slope or to pitch break? With a 17′ height, would there be an intention to have a full or partial second floor? Would this building be a garage/shop or a residence? It makes a difference as loading criteria are different and if drywall will be attached to walls or roof, a greater deflection stiffness is required. Even features such as overhangs can change your percentages as monitor style is going to have four eave sides.

If you are looking for cost effectiveness, footprint multiples of six feet are going to get you there (lumber comes in two foot multiples, steel roof and siding in three foot).

A gabled roof will be your least expensive and easiest to build, however not always aesthetically your best design solution. I recommend you determine what your finished space needs will be and discuss options with Rachel your Hansen Pole Buildings’ Designer.

RON wanted just a little bit more:

“Just use a peak height, no doors, no windows, same snow load, everything the same.”

Pole Barn Guru replies:

Drum roll …….

And the envelope please …….

Here are results:

I did have to change roof slope on the single slope to 2.84/12 in order to have an eight foot eave height on the low side.

Monitor was 5.6% more than gable, gambrel 10.4% more, single slope 17.6% more.

# Which Way to Run Roof OSB

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” email address.

Email all questions to: PoleBarnGuru@HansenPoleBuildings.com

DEAR POLE BARN GURU: I have built a 40x64ft pole building with 14ft sidewalls. I have sheathed the entire walls with osb and intend on doing the same with roof osb. My trusses are 8ft on center with purlins running horizontal every 2ft on center. Should my roof osb be ran vertical or horizontal on the roof? Either way I will need roof clips between panels, just concerned which method would be best?

Please respond back if you can. STRESSED OUT IN WYOMING

DEAR STRESSED: Be stressed no longer!

Structurally the sheathing can be run in either direction and is equal in shear strength either way. My instinct tells me to run it up the roof – which is how I personally would install roof osb . Unless the building is being constructed under the IRC (International Residential Code) H clips are not a requirement: https://www.hansenpolebuildings.com/blog/2014/03/roof-sheathing-clips/

Before sheathing the roof, the engineered roof truss drawings should be reviewed to ascertain if they are designed to adequately carry the added weight of the sheathing. With steel roofing, a minimum of five psf (pounds per square foot) of top chord dead load would be needed.

Mike the Pole Barn Guru

DEAR POLE BARN GURU: Can a monitor style pole building be built with no interior posts but including a loft for light storage? I have received several quotes from Mark at Hansen and am getting close. Thanks!

GREGORY IN MARION

DEAR GREGORY ~ Can it and should it may not arrive at the same answer. There are three components to any construction design solution – imagination, budget and available space. You’ve got a lock on the imagination part (always my favorite). To begin with – clearspan monitor trusses can be designed for virtually any span, including the 40 foot width you have in mind. A couple of considerations – the first impacting looks, which is to make sure the “rise” in the center is tall enough to actually provide the monitor “look”. The second – try to keep the overall truss height to 12′ or less as not all wood truss manufacturers are capable of fabricating trusses taller than 12 feet and for the ones which can, the logistics of transportation increase the challenges (as well as costs).

In your particular case – the relatively low roof snow load requirements will help to offset the added costs to design for the light storage load capacity you are considering loading. As snow loads and spans increase the investment can easily outweigh the gain.

One other consideration is will you even use the space? With the requested 14 foot tall overhead door, the bottom of the trusses will be at least 15 feet above the concrete floor. Fifteen feet may prove inconvenient for loading stuff into the storage area.

Mike the Pole Barn Guru

DEAR POLE BARN GURU: How is the depth for each post determined? I’m assuming the soil type needs to be known, but is it ever the case where the structural integrity requires a deeper hole than the soil would allow without a massive auger? SAEPOR IN REYKJAVIK ICELAND

DEAR SAEPOR: Column depths and diameters are determined by the forces being applied to the column – wind, snow, seismic and applicable dead loads (weight of building). Unless otherwise informed, we generally use a value of 2000 psf (pounds per square foot) as an assumed soil bearing capacity – which is relatively conservative. Other than for extreme frost circumstances (such as where Hansen Buidings is – in Minnesota – which is 60”), rarely will a deeper column hole than 40 inches occur.

Mike the Pole Barn Guru