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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  
Old 7/28/06, 11:16 PM
Billy Clark Billy Clark is offline
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Default Garage Lintel

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  
Old 7/28/06, 11:44 PM
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John J. Passailaigue, Jr. John J. Passailaigue, Jr. is offline
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Default Re: Garage Lintel

have any pics?



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  #3  
Old 7/28/06, 11:49 PM
ccbrands1 ccbrands1 is offline
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Default Re: Garage Lintel

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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Old 7/28/06, 11:49 PM
Billy Clark Billy Clark is offline
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Default Re: Garage Lintel

yes how do I attach it and send. i can send it to you e-mail.
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Old 7/28/06, 11:50 PM
Billy Clark Billy Clark is offline
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Default Re: Garage Lintel

The house is only 7 yrs. Old
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  #6  
Old 7/29/06, 12:13 AM
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Jeffrey R. Pope Jeffrey R. Pope is offline
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Default Re: Garage Lintel

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.



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  #7  
Old 7/29/06, 3:38 AM
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Barry Adair Barry Adair is offline
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Default Re: Garage Lintel

Some basics on exterior cracks:

http://www.foundationperformance.org...03-0-Dec00.pdf

Always defer to a specialist for your specific needs.



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Old 7/29/06, 3:50 AM
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Barry Adair Barry Adair is offline
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Default Re: Garage Lintel

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
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Last edited by badair; 4/14/08 at 9:37 AM..
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  #9  
Old 7/29/06, 7:19 AM
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David P. Valley David P. Valley is offline
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Default Re: Garage Lintel

Quote:
Originally Posted by Billy Clark
yes how do I attach it and send. i can send it to you e-mail.
Attachment 4811

Last edited by dvalley; 10/7/07 at 4:42 PM..
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  #10  
Old 8/11/06, 10:51 AM
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jsmith14 jsmith14 is offline
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Default Re: Garage Lintel

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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