Hello Forum members.
I am not a pro. I am a guy who got a dream to build a mountain hunting cabin in the mountains of Vermont. I am doing all of the building with some friends.
My dream and my pocketbook do not see contractors or engineers getting hired.
I learn quickly and I do much research.
I have gotten to a critical part of my build and am trying to gain more info from professionals.
I am providing info about the cabin so I can get the best info.
My cabin is a simple 20×30 on (12) 12” concrete columns pinned directly to bedrock.
3 beams going the long (30) direction , each beam is made of three 2x12s sandwiched.
connection from concrete pillars to beams is 6×6 PT columns.
floor joist are hung using hangers 2×10 on 16” centers. Each floor joist is close to 10 feet meeting at center beam.
subfloor is 3/4 osb screwed and glued.
all walls will be 2×6. 16 centers.
the Cabin will have a loft for the first 12 feet so no ridge beam needed on that part since there will be floor joists from the loft connecting the walls.
the other 18 feet will have a vaulted ceiling with nothing connecting the walls.
I understand why I need a ridge beam not a ridge board.
roof will be a 8/12 pitch metal roof with 10” rafters..
What size ridge beam do I need?
how do I support the ridge beam at the gable walls?
I do not want to screw this part up too much.
thank you in advance for all help.
Matt
Replies
http://www.southernpine.com/app/uploads/SS_15-20L.pdf
Use a similar table for the species and grade you will use if not SYP.
Your lumber supplier should be able to help with sizing information.
Size the beam for the snow loads and your building geometry.
Would be best if you can modify your foundation plans to add an additional column under the center floor beam at the point your loft wall will intersect. If you do not plan a wall under that end of your loft, a column at that point will be required to carry the load. The load from each end of the ridge beam needs to be carried to the bedrock.
The ridge beam for your application will be big and heavy enough designing for an 18 foot span.
You already said you have a 3 ply 2x12 beam. Are you asking if that’s big enough? You don’t say what the span of the beam is. Is there a post to break up that approximately 30’ span? The 8/12 pitch of a metal roof will shed snow pretty well here in Vermont. What part of Vermont? This small cathedral ceiling, in my fireplace room (as we call it) has these 2 boxed beam collar ties, which I think adds a nice look for a cathedral ceiling, whether it’s needed to prevent wall spreading or not. Here’s a truss in the cabin I stayed in this weekend which does the same thing, it keeps the open feel of the room, but provides the collar ties. Not trying to talk you into collar ties, just showing the options if you worry about wall spread.
I assumed his three beams are under the floor, supported every ten feet by a column, and placed ten feet from each other.
Nominal ten foot long floor joists on hangers between the beams, and then the rest of the cabin.
Good point. Since he was asking about ridge beam sizing, I thought he was referring to the 3-2x12s for that.
What are required snow loads in your area?
Thank you gents for the responses.
UncleMike, you described the cAbin set up exactly!
I used the load tables and came up with a 3 1/2”x14” beam for a 20 foot span. I used the highest snow load value I could find (70 pounds). Not sure but this might be overkill with a 8/12 metal roof.
Biggest question I have is what size support column for the beam? A 4x4 post? 6x6? Could I just nail 2 or 3 2x6 studs together and embed this support into the gable wall?
The quick answer is yes. A post is extremely strong in compression, so yes, a nailed up post in the wall is more than enough to support the beam. Here’s a map my Vermont insurance company created for snow loads, town by town. It’s also the chart used by the Vermont Division of Fire Safety. https://www.co-opinsurance.com/docs/default-source/annual-reports/default-document-library/vermont-snow-load-map.pdf?sfvrsn=442b6a8c_4
Thank you Eddi.
That map is perfect! It shows Jay being in the 60 pound load zone. I guess 70 is not such overkill.
Thanks for the support information.
Thanks for the advice gents.