Insulating Pole Barn Scissor Trusses Reader
ROB in OAK HARBOR writes:
“What is the best way to insulate the ceiling/attic of a pole barn with scissor trusses? There is a approximate 4 to 6 foot gap between the underneath side of the roof deck and the peak of the scissor truss. On the wall ends there is hardly any space at all. They are not raised scissor trusses. Thank you!”
Here is where lack of planning by your building provider has left you in an uncomfortable situation. Raised heel trusses would have made for such an easy design solution.
For extended reading on raised heel trusses, please see: https://www.hansenpolebuildings.com/2012/07/raised-heel-trusses/
Architect Terry Smith of TDSA Architecture in Washington state recently contacted NAIMA with a question about how to properly insulate scissor roof trusses. Terry rightly pointed out insulation is intended to be most effective when uniformly applied or layered to cover full extent of space being insulated. But there are instances, such as narrow areas near top plate of scissor trusses and sloped ceilings, where this is not possible.
Terry could not find any guidance in his state’s building energy code to address how to properly insulate narrow areas near top plate of scissor trusses where this area is very narrow. Similarly, fully insulating sloped ceilings to meet code requirements can be tricky. There is no code specific guidance to specifically how to do either properly.
General Guidance on Insulating Narrow Areas
Generally, R-60 is code requirement for Ottawa county, you can install full height R-60 for areas where there are no height constraints, and then fill areas having constrained heights (but making sure to install eave baffles). Alternatively, you could have a raised heel truss and install a minimum of R-49 across entire attic floor per 2021 IECC R402.2.1 (similar provisions exist in other IECC versions).
Guidance for Sloped Ceilings
Insulation Institute spoke with Johns Manville Research Manager and Engineer Francis (JR) Babineau regarding whether state codes provide specific guidance on insulating sloped ceilings. After conducting his own search for answers from state building energy code guidelines, J.R. noted only written information he found relative to insulating sloped ceilings was from California:
“If the ceiling is sloped (for instance, with scissor trusses), loose fill insulation can be used as long as the slope of the ceiling is no more than 4:12. If the ceiling slope is greater than 4:12, loose fill should be used only if the insulation manufacturer will certify the installation for the slope of the ceiling.”
See reference link here: https://energycodeace.com/site/custom/public/reference-ace-2019/index.html#!Documents/35insulationproducts.htm
Bottom line: insulation manufacturer must certify installation for ceiling slope. But is this happening or do code officials simply sign off on insulation presence – regardless of whether it is or can be installed at required thickness given slope?
When Codes Do Not Specify
While state building energy codes can provide prescriptive guidance, properly insulating sloped ceilings and scissor trusses – appear to be areas where additional guidance would help clarify intended code requirement is met. Prescriptive guideline absences could leave much to individual interpretation and put onus on manufacturers to address a problem avoided with proper guidance from state building energy codes.
For your building, I will assume you have properly vented soffits and ridge. In area closest to sidewalls, where trusses have minimal height, I would install rigid insulation boards at exterior roof slope pitch, allowing one inch of clear air flow above. Rigid insulation should be extended towards peak until reaching a region where full blown in insulation depth can be achieved.
DEAR GARY: While it may be possible to have single trusses designed to support loads adequately on 12 foot centers, we have always utilized a double truss system for interior clear spans, with a single truss on each end.
DEAR POLE BARN GURU: There is an existing stem wall foundation (only a few years old) on the property we recently purchased. Obviously we would like to utilize the existing stem wall. It seems as if it was built with a post frame building in mind because there are brackets already anchored in. The stem wall is a 50×70 foot rectangle, though we do not want to build a 3500 sqf home. Can we build a post frame home on part of the stem wall (utilizing the unused portions as a porch perhaps?) and would this approach even make sense? ANDY in BURLEY
DEAR POLE BARN GURU: I have a 30 x 40 pole barn I use for a shop and office with double bubble insulation between the purlins and the steel roof. The roof pitch is 4:12 and ceilings are 12′ high. I would like to use blown in cellulose over a steel panel ceiling. Do I need a vapor barrier between the cellulose and the coated steel ceiling panels if I maintain good air flow between the eave vents and the ridge vent? Thanks in advance for the advice. DENNIS in WASHINGTON
DEAR POLE BARN GURU: I am looking to build a 20ft x 24ft pole barn garage. The footings are going to be drilled and filled with concrete now, with the structure being completed at a future date. My city engineer requires 30″ deep footings. He was not able to say for sure what diameter footing I needed to drill. Do you have any insight to what diameter footing I should expect to need for this size structure? JOE in CINCINNATI
DEAR POLE BARN GURU: I was fortunate to have acquired enough columns for a building. My question as these are not ground contact columns and I prefer at this time to not pour a concrete floor is it allowable to pour a perimeter of concrete ( 2’x2′,3’x2′?) thickened edge if you will and set the columns to keep them off the ground? I was thinking partially setting rebar perpendicular in the concrete leaving 1-2′ protruding towards the buildings center to tie a future slab possibility into what would be the existing edge ( foundation). This is a cost driven situation as you may have already surmised. Really appreciate your knowledge and time. RICK in TWO RIVERS 





DEAR BRIAN: While pre-painted ribbed steel siding is the most durable and cost effective siding available, some jurisdictions just do not ‘get it’ and demand (as is their right) alternative sidings. When we engineer using commercial bookshelf wall girts, we limit deflection to what sheetrock will withstand, so they are effective with any type of external siding materials. No changes to structural system will need to be made, other than vertical blocking between wall girts every 4′ (in order to provide a nailing surface for edges of OSB). If you use vinyl siding, then 7/16″ OSB and a Weather Resistant barrier will be necessary. Typical nailing will be 8d common nails at 3″ on center along panel edges.
DEAR POLE BARN GURU: Can a pole barn building have a basement? CLARK in HILLSBORO
DEAR POLE BARN GURU: I’m building a 36x64x16 8′ truss spacing . We want exposed truss and ceiling cavity without the use of drop ceiling or blown in bat. My question is it smart to use 2×6 purlins instead of 2×4 to allow for room for faced 6″ insulation to get a R19 value, besides spray foam what are some other options. Thanks. ZACH in LAUREL
Spent many a winter day on Mount Bachelor’s slopes back when I lived in Oregon (even 4th of July one year), so am familiar with your turf (my step-brothers also live in your immediate area).
DEAR POLE BARN GURU: What base size and height is correct for a cupolas for a 32’ wide by 36’ long by 35-40’ high with a 10 over 12 pitch roof? Thank you for your answer. NANCY in SPENCER
DEAR DAVE: Appreciate your being a big fan – thank you!
DEAR ERIC: 40 years ago I provided a post frame building kit package for a tire dealer in Pahrump!
DEAR SHARON: Typically when I hear people talk about birds having destroyed pole building insulation I think of what is commonly known as Metal Building Insulation. Usually this is a thin layer of fiberglass with a white vinyl face – and once birds get started into it, there is no turning back
DEAR TIM: Always a pleasure to hear from a “lumber guy”. Our blueprints are actually drafted individually on AutoCAD, however we are gradually transitioning to where most fairly straightforward work will be automated from our trademarked and proprietary “Instant Pricing” system. We searched everywhere trying to find a computer program able to actually accurately do a structural analysis of post frame buildings and found none existed. We created our own and added to it abilities to do real time quotes for any climactic condition and anywhere in America. Our program does quotes, invoices, material takeoffs, creates purchase orders and interfaces with our client data base.
DEAR POLE BARN GURU:
Seven Reasons Why Your Next Barndominium Should Be Pole Frame Construction
DEAR POLE BARN GURU:
DEAR JIM:
DEAR SCOTT: Regardless of whether your addition will be open, enclosed, or somewhere in between uplift should always be a consideration. Ideally the original EOR (Engineer of Record) who designed your 40′ x 80′ building would be consulted, not only because of a potential uplift issue, but also due to what affect open carport will have upon existing building. You may be placing wind shear issues upon endwall closest to addition and these will need to be addressed, as well as if endwall column footings will be adequate to support added weight (not just dead load, but also potential weight of a snowfall). An issue of drifting needs to be reviewed also, as snow could build up upon carport roof against existing endwall.
I love my two pole buildings I purchased from you guys. Just need some help on insulating the roof on my last building.
DEAR PATRICK: Back when I was a contractor we would run into this situation occasionally. Our solution then was to stand columns in holes, brace them and then backfill with pre-mix concrete with very little water in it. Concrete weight would displace water in hole. It did take a significant amount of concrete, however it was only about $30 a yard then.


