International Association of Certified Home Inspectors
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| Exterior Inspections Contains discussions about the exterior portion of a home inspection. This includes roofs, gutters, downspouts, decks, patios, windows, etc. |
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#1
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Please Note:
Billy Clark is a non-member guest and is in no way affiliated with InterNACHI or its members.
Can anyone tell me what would be the cause for a 1/2" stairstep gap in the exterior brick. This is dead center above the garage coming from the lintel and. Biggest part of crack at the bottom and getting smaller as the crack goes up. Who should be contacted for the repair and what is envolved in repairing this.
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#2
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have any pics?
John J. Passailaigue Jr. NACHI05062580 Auburn Home Inspection Auburn, Alabama WAR EAGLE!
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#3
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Please Note:
ccbrands1 is a non-member guest and is in no way affiliated with InterNACHI or its members.
first thing that comes to mind is an inadequately supported lintel, or at least was at one time
if this is still the case, a qualified carpenter or framer could fix the lintel mason could tuckpoint the cracks other factors could come into play, though if this is one of many signs of settling, then that opens up a whole new can pic(s) would be nice how old's of a house? |
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#4
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Please Note:
Billy Clark is a non-member guest and is in no way affiliated with InterNACHI or its members.
yes how do I attach it and send. i can send it to you e-mail.
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#5
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Please Note:
Billy Clark is a non-member guest and is in no way affiliated with InterNACHI or its members.
The house is only 7 yrs. Old
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#6
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Center span between supports at the bottom of a lintel or beam is where the greatest tension is present. The tension is causing the crack.
Center span between supports at the top of a lintel or beam is where the greatest compression is present. The combined compression and tension cause the "V" shape of the crack. A classic example of inadequate design strength of a beam or lintel is the presence of the "V" crack at center-span bottom. So the simple answer is "inadequate design strength." Design strength can be increased or decreased in many ways to over come tension and/or compression forces - support spacing, strapping or reinforcing of the beam/lintel, etc. The long and short is that it should be deferred to a qualified contractor or perhaps an engineer. 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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#7
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Some basics on exterior cracks:
http://www.foundationperformance.org...03-0-Dec00.pdf Always defer to a specialist for your specific needs. ADAIR INSPECTION 972-487-5634 Commercial-Residential-Construction-EIFS-Infrared Thermography TREC # 4563 EDI: EIFS-MA TX # 39 2008 US Member of the Year life is the random lottery of events followed by numerous narrow escapes accept the good |
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#8
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BC,
Just copy from your file and paste it in this frame, or try the editor, mountain icon that says Attach Images when you place cursor over it. This is what happens when I try. We'll figure out the rest. http://www.nachi.org/forum/attachmen...1&d=1154159091 ADAIR INSPECTION 972-487-5634 Commercial-Residential-Construction-EIFS-Infrared Thermography TREC # 4563 EDI: EIFS-MA TX # 39 2008 US Member of the Year life is the random lottery of events followed by numerous narrow escapes accept the good Last edited by badair; 4/14/08 at 9:37 AM.. |
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#9
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Quote:
Last edited by dvalley; 10/7/07 at 4:42 PM.. |
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#10
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This definitely sounds like the lintel is not heavy enough angle iron ,or the framing was not constructed heavy enough.The slab (foundation) isn't cracked in the garage area is it?
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