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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#16
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It is impossible to cmt on bracing with the limited info. provided. What is the 'post' made of? Wood or tubular steel? It does not matter what it is supporting, but if you must get tech., it is likely a floor sup't beam. Pete Campbell pete4545@comcast.net http://www.PortStLucieInspections.com http://www.ChooseGI.com http://ifwemissitwewillfixit.com Inspecting Fort Pierce, St. Lucie Village, Lakewood Park, Vero Beach, Indian River Shores, Sebastian, Fellsmere, Fort Drum, Okeechobee, Jensen Beach, Stuart, Palm City, Hobe Sound and Indiantown, Florida. |
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#17
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It needs to be reviewed by architect or engineer for repair specifications. Joseph P. Hagarty joseph.hagarty@comcast.net Main Line Inspections, Inc. Phone: 610-399-3675 Email: MainLineHI@comcast.net http://pa.nachi.org/mainlinepa/about.html http://www.householdinspector.com National President / NACHI (2003-2004) NACHI Education Committee Member |
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#18
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Report is in and I basically reported that I'm not able to determine if the post is structural or not and may be for the downspout.
I also mentioned the earth to wood contact. Decided not to play structural engineer as I saved that for the nailed in ledger at that back porch.(needs work) Sick of looking at reports for the night but here is the exact wording. • Post at north-west corner under what may be cantilevered floor structure may be only to support gutter but can not be determined during general home inspection. • Post at north-west corner has earth to wood contact and will promote rot. • Footing if any not determined. www.chicagopropertyinspection.com www.elliotthomeinspection.com www.chicagolandhomeinspection.com www.homeandcondoinspector.com www.homeandcondoinspection.com http://www.homeinspectorpro.com/ (Report Software) Bob Elliott http://www.chicagolandhomeinspector.com/ Last edited by belliott; 11/25/11 at 12:06 PM.. |
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#19
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Are there two posts in question here? I only see one in your pic's. Jeffrey R. Jonas Critical Eye Property Inspections JRJ Consultants Owatonna, Minnesota Chapter President InterNachi Awards Portal: http://co.nachi.org/inachiawards/
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#20
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typo.
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#21
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Unlike a typical elevated deck, that overhang does not look susceptible to sideways shifting so bracing is not likely needed for that purpose.
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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#22
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It's wrong. No cantilever, undersized post, improper footing. Defer to an SE.
Hope this helps; Will Decker, CMI ILL License # 450.0002240 Board Certified Master Inspector Decker Home Services, LLC Chicago and Northern Suburban Home Inspections Office: (847) 676-8393 Cell: (847) 609-2345 Home: (847) 673-2702 wjd@DeckerHomeServices.com www.DeckerHomeServices.com Learn, Educate, Serve and have fun doing it! |
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#23
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How did you determine it is not cantilevered?
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#24
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You did. See post # 6. "Porch nailed to ledger". That, in itself, is bad enough as you have to bolt to ledgers. And if there is a ledger, it can't be cantilevered.
Will Decker, CMI ILL License # 450.0002240 Board Certified Master Inspector Decker Home Services, LLC Chicago and Northern Suburban Home Inspections Office: (847) 676-8393 Cell: (847) 609-2345 Home: (847) 673-2702 wjd@DeckerHomeServices.com www.DeckerHomeServices.com Learn, Educate, Serve and have fun doing it! |
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