Tag Archives: I-beam

An I-Beam Size, Plans for Permit, and Moisture Control

This Wednesday the Pole Barn Guru answers reader questions about an I-Beam size for a lean too, plans for a county permit- included with purchase of a Hansen Building, and advice for use of insulation and barriers for new build.

DEAR POLE BARN GURU: Hey Mike I’ve got a question for you, I recently just bought new double wide in Alabama my wife wanted a lean too off the back and sent me a photo, we just got the slab completed it’s 28foot by 76 foot I want to add a top but puzzled will a 28foot I beam support a metal roof without sagging? Or will I have to have a support middle ways through? Being we are going to drive in on one side I really didn’t want a post in the middle, also if a 28 or 30 ft I beam will support it how far apart should I place them to hold metal roof. Attaching pictures for what she wants/ what we have now. Thank you. DAVID in ALABAMA

DEAR DAVID: You will need an engineer to actually size an I beam for you, however you can clearspan the 28 feet. As for spacing of beams, it (and beam size) will depend upon what you intend to place between I beams to attach steel roofing. Again, same engineer can make this determination. One thing you do not want to do is to plan upon your double wide to support high end of your beams – over time this will result in all sorts of problems (such as cracks in interior finishes and windows not wanting to open). Instead, support beams with columns.

 

DEAR POLE BARN GURU: 28W x 30L pole barn, single 10’w x 9’t garage door, single entry door…need plans for county permit. Where can I get? DOUG in HAVRE DE GRACE

DEAR DOUG: Your new Hansen Pole Building investment includes site-specific full multi-page 24″ x 36″ engineer sealed structural blueprints detailing location and attachment of every piece (as well as suitable for obtaining Building Permits), our industry’s best, fully illustrated step-by-step installation manual, and unlimited technical support from people who have actually built post frame buildings. Please call 1.866.200.9657 tomorrow for details.

 

DEAR POLE BARN GURU: Building a new pole barn in a Texas barn style framing. I want to insulate the roof and walls. I plan to use 1-1/2″ EPS foil faced foam but am not completely positive where to put the vapor barrier to prevent condensation as if I do spray foam between the EPS and girths I’m concerned the spray foam will migrate into the rib blocking some airflow. Building will be 2×4 trusses 3:12 pitch 28′ wide on 2′ centers allowing the possibility to put a ceiling in at a much later date. Enclosed side lean to’s will be 2×6 rafters on the same spacing. I’ve gone down a rabbit hole researching a lot of forums and website data and believe the best way would be to install the EPS between the 2×4 girths and then a reflective radiant barrier. To clarify the girths will be 2×4’s laid flat and with the 1-1/2″ EPS there would be no air gap as bubble style wraps need to work properly. JOE in AUSTIN

DEAR JOE: If you want to do it right, spray two inches of closed cell directly to wall and roof steel and be done with it. If you are absolutely not going to use closed cell spray foam, then reflective radiant barrier should only be used between roof purlins and steel roofing, with well-sealed seams, as a condensation control. For walls – from outside to inside….steel siding, housewrap over bookshelf girts, Rockwool batts, interior vapor barrier, interior finish. For your ceiling, vents eaves and ridge, blow in insulation above ceiling.

 

 

Condensation Issues, Adding a Loft, and Metal Truss Load

This week the Pole Barn Guru discusses issues with condensation in a new building, advice for adding a loft, and achieving a roof load for prefabricated metal trusses.

DEAR POLE BARN GURU: Hello, I have a new construction pole barn that I recently had put up. The building is used to primarily house animals. When I had it put up I was told I would have to condensation issues with eave vents and a ridge vent that would extend the whole length of the building. The dripping really bothers me and I was wondering if there is a good option of putting a barrier of some sort on the bottom side of the purlins? My rafter spacing is 8ft. THOMAS in NEW SALEM

DEAR THOMAS: In most instances eave and ridge vents are inadequate alone to prevent condensation. Contractors who fail to include some sort of thermal break between roof framing and roof steel are doing a severe disservice, in my opinion. It is so easy to accomplish at time of construction with products such as a Reflective Radiant Barrier or Integral Condensation Control. There is not a good option for an underside of purlins vapor barrier, as it is nearly impossible to adequately seal it. Your only real solution, at this point, would be to use two inches of closed cell spray foam on underside of your roof steel.

 

DEAR POLE BARN GURU: My wife and I are building our post frame building ourselves. We’re building a loft living area on 1 end which I’m using 11.875 x 2.5 x 20′ long I-joist 16″ center.

My question is, My 6×8 posts are 8′ centers, can I attach a single 2x12x8′ between these posts and attach the I joist hangers to this to support the floor or will I need to double them like a header?

Thank you ALLAN in FORT ATKINSON

DEAR ALLAN: Any lofts, second or third floors being added to post frame buildings should only be done so under design of a Registered Professional Engineer – ideally whomever was Engineer of Record for your original sealed building plans. Rarely do concrete footings below building columns have adequate thickness or diameter to support additional loads being implied to columns. In most instances, beams for support of floor joists, I joists or prefabricated floor trusses will be limited in capacity by deflection, rather than ability to carry a given load. I can guarantee a single 2×12 is inadequate to support your I joists.

Your engineer will also determine proper number and size of fasteners to support beam to column attachments. At a minimum, with a 50 pound per square foot total floor load, columns every eight feet and a 20 foot span, each connection must support 4000 pounds of load.

Please, I implore you, do not attempt this floor design without proper engineering guidance – it could be lifesaving.

 

DEAR POLE BARN GURU: We are building a pole barn that is 20 by 32 with 8ft spacing. We are using steel trusses for this project, but our roof load for this county is 120lb per square ft., so how do I achieve this or how many trusses I would need to put in? Any help would help thank you. CHRIS in EMMETT

DEAR CHRIS: You should reach out to whomever provided your trusses to get an engineered repair. You should be able to have additional members welded onto what you have in order to meet required loads. On larger spans, this type of repair might not be possible.