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Structural Contains discussions about the structural portion of a home inspection. This includes foundations, framing, et cetera.

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  #1  
Old 7/31/08, 7:14 AM
Scott Falvey Scott Falvey is offline
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Default Not sure about this

11 month old home.

The bump out is for a gas fireplace, directly above this is a stone hearth. The 2x10 (3) carrying beam has about a 5' overhang from the lally column to the end. The end stops under the rim joist location of the main footprint.

I would think it would need support just like the other end terminating in the foundation at the beam pocket, but it pretty much is just holding up the floor.

Thoughts?
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not-sure-img_4703.jpg   not-sure-img_4681.jpg  



Scott Falvey
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  #2  
Old 7/31/08, 8:35 AM
Richard A. Hetzel Richard A. Hetzel is offline
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Default Re: Not sure about this

My guess is that someone did the structural calculations for such a cantilever...or at least, that is my hope. It isn't impossible, but we don't know enough about the full actual conditions to verify it. You could say something like: "The cantilevered beam in the basement is unusual for residential construction, and its adequacy should be verified by either researching plans on file in the building department, or by a qualified design professional."
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Old 7/31/08, 8:40 AM
Larry D. Kage Larry D. Kage is offline
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Default Re: Not sure about this

Quote:
Originally Posted by Richard A. Hetzel
My guess is that someone did the structural calculations for such a cantilever...or at least, that is my hope. It isn't impossible, but we don't know enough about the full actual conditions to verify it. You could say something like: "The cantilevered beam in the basement is unusual for residential construction, and its adequacy should be verified by either researching plans on file in the building department, or by a qualified design professional."
Nice, Richard.



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  #4  
Old 7/31/08, 9:07 AM
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David P. Valley David P. Valley is offline
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Default Re: Not sure about this

Scott,

Richard gave some good advice, but keep in mind that support beams are allowed to cantilever w/out a support post. The distance it spans all depends on the size and type of wood being used for the beam in question.

Here are two sizing charts...

not-sure-beam-spans.jpg
not-sure-beam-spans1.jpg
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Old 7/31/08, 3:56 PM
Scott Falvey Scott Falvey is offline
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Default Re: Not sure about this

Excellent info from all.

Thank you.



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  #6  
Old 8/6/08, 2:12 AM
Paul Dickerson Paul Dickerson is offline
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Default Re: Not sure about this

So, how does th at beam span chart work? I am guessing that it assumes floor loads only, and that the dead load is assumed.
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Old 8/6/08, 2:22 AM
dbucknavich dbucknavich is offline
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Default Re: Not sure about this

I like the strap on the left side there. That tells you they tried securing it. How far is the span from the column to the pocket?
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