International Association of Certified Home Inspectors
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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
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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? Scott Falvey Clear View Home Inspections, LLC Newbury, NH NACHI#05051292 www.clearviewhomeinspectionsllc.com |
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#2
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Please Note:
Richard A. Hetzel is a non-member guest and is in no way affiliated with InterNACHI or its members.
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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#3
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Quote:
____________________________________________ "An Education, not just an Inspection" Larry Kage Lake Ann (Traverse City), Michigan 49650 231 929 3525 Professional Inspector and Infrared Thermographer serving the Traverse City, Michigan area and beyond. ITC/FLIR CERTIFIED BUILDING SCIENCES THERMOGRAPHER ITC/FLIR CERTIFIED LEVEL 1 THERMOGRAPHER
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#4
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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... ![]()
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#5
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Excellent info from all.
Thank you. Scott Falvey Clear View Home Inspections, LLC Newbury, NH NACHI#05051292 www.clearviewhomeinspectionsllc.com |
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#6
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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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#7
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Please Note:
dbucknavich is a non-member guest and is in no way affiliated with InterNACHI or its members.
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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