We are adding on a lean-to, 14X16, to a shop. Are 2X4's good enough rafters, placed 24"?

Do we need collar ties at the highest point where addition meets shop wall?
Is one top plate good enough on wall receiving 2X4?

2006-09-28T06:19:12Z

Minnesota. Slope to the North.

enord2006-09-28T06:23:24Z

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1 good solid plate,use collar ties, use 2x6. unless ure going to support the roof in the middle.

Estella S2006-09-28T06:59:13Z

I would use color ties for stability. also 2x4's will work but 2x6's are much better if you get a lot of snow in the winter. Also use treated lumber. It's a little more expensive but you won't have to keep replacing rotted board. I would also make the space between the rafters 16" not 24". have fun and good luck

furniture_pc2006-09-28T06:31:19Z

Here in Maine I would use at least a 2 x 6 with a 16 on center spacing for a 16 foot or less span, because we get a lot of snow. If you pick up a 14 or 16 foot 2 x 4, it is pretty wobbly. If you are set on 24oc, then my suggestion would be to go with 2 x 8's. Collar ties will help hold the addition to the existing, and provide a ceiling. I would secure them to the existing with joist hangers. Two top plates are necessary in framing to tie the corners together by over-lapping the joints....I would do this for sure.

Anonymous2006-09-28T07:01:14Z

Is it good enough? I would say go with every one here's recommendations, 2X6's on 16 inch centers with a 3/4 ply roof and a single top plate should suffice if you use lag bolts to the shop walls, and collar ties, overkill is always better.

DIY Doc2006-09-28T06:14:07Z

Too bad you didn't add location detail as opposed to stating type of construction.

Certainly if it's not meant to be occupied, or hold anything of real value, or sentiment, 2 x 4's might be adequate.

I'd liklely use a double ledger at the high point, pre made ties, birds mouth cuts at the outside wall, and 3/4 ply for the roof.

Not knowing,,,again,,, the conditions in winter, you might consider 2 x 6,,,however you might also have permit and code issues?

Rev. Steven

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