International Association of Certified Home Inspectors
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| Structural Inspections Contains discussions about the structural portion of a home inspection. This includes foundations, framing, etc. |
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#1
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I found these at an inspection yesterday. An Evaporative cooler was placed in the attic(never seen that before) and to accomodate it some BRAINIAC decided to notch the 2 trusses that were in the way. The top cords that are cut are 2x4, leaving approx. 1 1/2". I am recommending a Struc Eng to evaluate.
Rick Slocum NACHI # 04072697 Elizabeth CO 80107 ABSOLUTE Home Inspection Service Last edited by rslocum; 7/4/07 at 1:33 PM.. |
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#2
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Absolutely not allowed. . .
IF YOUR INSPECTOR IS NOT USING THERMAL IMAGING, YOU'RE NOT GETTING THE WHOLE PICTURE ® Jeff PopeJPI Home Inspection Service Santa Clarita CA (661) 212-0738 Santa Clarita Home Inspection http://www.MyInspector.net |
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#3
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Besides the fact that this is not allowed, it would be conceivable that that the Manufacturer of the trusses be recommended for repairs. They have their own Engineers and will for a fee redesign a remedial alteration to the problem.
In this case you did well by recommending expert evaluation by a Structural Engineer. Marcel |
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#4
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Please Note:
ccoombs is a non-member guest and is in no way affiliated with InterNACHI or its members.
Not only is the notch an issue, but the additional load on the bottom chord of the trusses.
Good Call! |
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#5
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That appears to be a significant defect which requires repair since it looks like an engineered truss ... JMO
Robert O'Connor, PE Consulting Engineer & Inspector LIU CW Post Adjunct Professor NACHI Education Committee www.reporthost.com/-rjo I am absolutely amazed sometimes by how much thought goes into doing things wrong ... |
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#6
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Robert, it might just be you opinion, but your opinion along with Curtis is very accurate. This is an issue and needs further evaluation. Colorado does get snow right. Since we do not see all the other panel points of the truss that was notched, it is conceivable that the compression cords will excentrate addittional loads to the other trusses under a live load.
Marcel |
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#7
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Modification/cutting of conventional framing can be an issue, but field cutting/modification of engineered trusses is particular dangerous as they are designed right to the limit of the materials (no reserve or "field" factors beyond the required code minimums).
The truss top cords have significant compression load, and cuts like that are really not good. While I could design a repair for that, or other local qualified engineers, sometimes it's better to go to the truss manufacturer if they can be identified. Just calling in a framing contractor usually results in an inadequate repair, which I have seen in the past ... usually gets redone ... JMO & 2-nickles ... Robert O'Connor, PE Consulting Engineer & Inspector LIU CW Post Adjunct Professor NACHI Education Committee www.reporthost.com/-rjo I am absolutely amazed sometimes by how much thought goes into doing things wrong ... |
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#8
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Right on the money Robert.
Good advice. Marcel |
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