Tag Archives: level build site

Pier Insulation, Hold Up Distances, and Site Prep

This week the Pole Barn Guru answers reader questions about insulating around outside of post piers, the hold-up distance of any non-treated lumber or wall sheathing, and if laying gravel prior to drilling and setting columns would be best order of building.

DEAR POLE BARN GURU: Kind of a 2 parter. I am trenching 4′ straight down around the perimeter (in between posts, just inside the splash plank) of my post frame home. Should I also do the porch on the front of the house? Also I was told I should insulate around the outside of the post piers as well to prevent frost heave. Is this necessary? If so how would I do that if my collard are already poured? DYLAN in GLENWOOD

DEAR DYLAN: Your easiest design solution is to place rigid insulation boards down 2′, then out horizontally (most Building Departments accept 2′ out). This places all of your insulation above tops of concrete collars. This guide should prove helpful (keep in mind, it is for traditional stick built, but concrete has no magical frost preventive properties, so replace “concrete” with compactable fill): https://www.huduser.gov/publications/pdf/fpsfguide.pdf Your porch is best insulated, not only around perimeter, but also under slab itself.

 

DEAR POLE BARN GURU: Hey I see you post a lot on the pole building pages. I have a question about vinyl siding on a pole building and how to keep the OSB water proof. Which a traditional pole building you have your metal siding attaching to your skirt board, but with vinyl siding you have OSB nailed to your skirt board and then tyvek then your siding. How do you keep the OSB board from wicking water up from the ground when you back fill on the outside of the building? Is there a proper way to keep that water tight? STEVEN in CENTREVILLE

DEAR STEVEN: By Code – any non-treated lumber or sheathing must be kept at least six inches above grade. When we have OSB or plywood sheathing, or T1-11 siding, we use a 2×10 pressure treated splash plank, so there is still 3-1/4″ of splash plank to nail to when sheathing is held up 6″.

 

DEAR POLE BARN GURU: Is it ok to put in the gravel leveled and compacted before the builder starts building the post type garage This is what they like, not sure why. Thanks. DAVID in SHEPHERDSVILLE

DEAR DAVID: It is going to be far easier (and less expensive) to properly grade your site and compact fill before your building begins, than trying to do it afterwards. Working equipment around posts and walls is going to be time consuming and can result in structural damage, if not done carefully.

Additions, Notching Posts, and Stem Walls

This Monday the Pole Barn Guru answers reader questions about adding to an existing pole barn, the possibility of notching girts into posts, and use of a stem wall on an uneven site.

Hansen Buildings TaglineDEAR POLE BARN GURU: I have an existing 36x36x12 pole barn and would like to do an additional 36-48 roof only build off the back. I used the Oregon ready build plans for my existing barn, built in 2019. My 2 over head doors are on the end wall. I was told by my county official that the ready build plans cannot be added onto because they are stand-alone buildings, but maybe with engineering they could be. Do I need to consider building a separate barn 12′ behind mine or can I possibly get it engineered to be attached? Thank you. CLAYTON in SCAPPOOSE

DEAR CLAYTON: Your county official is correct in stating your existing pole barn is a stand-alone building. It is likely we could engineer and provide your proposed extension, however it may require some modifications to your existing building. A Hansen Pole Buildings’ Designer will be reaching out to you to further discuss your building needs.

 

DEAR POLE BARN GURU: If a DIYer had all the time in the world to build a post frame, could the posts be notched for the girts? MARK in KNOXVILLE

DEAR MARK: My lovely bride and I spent a fair amount of time in Knoxville as our oldest son got his Master’s degree at U.T., lived in Maryville and taught high school at Lenoir City. His youngest sister, used to play summer basketball for Pat Summit (she has a piece of championship basketball court signed by Pat for being best player one year). Beautiful area!

Could and should are not necessarily the same. Sound engineering practice limits notch depths in columns to 1/6th of direction being notched, without requiring more complex engineering review. On a 6×6 (actual dimensions 5-1/2″ x 5-1/2″) this would allow notches to be only 7/8″ deep for an externally mounted girts, or if one was doing bookshelf girts, 7/16″ deep on both sides of column. With externally mounted girts, this could pose challenges with aligning other wall framing members such as splash planks, door headers, etc. For bookshelf girts, nail or screw connections would have to be angled, reducing lateral strength of this connection so as to require extra fasteners.

 

DEAR POLE BARN GURU: My site is not level. Can you build in a stem wall? CHRIS in SEQUIM

DEAR CHRIS: You can either excavate and have a stem wall on the formerly high side, or have a stem wall on the low side and fill. Stem wall can be poured concrete, ICFs or concrete block with wet set brackets, or we can incorporate a Permanent Wood Foundation wall between columns. A Hansen Pole Buildings’ Designer will be reaching out to you for more information about your new post frame building.