Cracks in precast concret "brick" veneer

Originally Posted By: mthomas2
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http://www.nachi.org/bbsystem/usrimages/S/SouthWall.jpg ]


My first thought was that this was likely the result of a lintel failure ? there has been a previous repair and the lintel appears to have been replaced ? and to call for evaluation by a masonry contractor.

On second thought I?m not so sure, for two reasons.

1) If it was a lintel problem, why did the previous repair fail?

2) When I cranked up the contrast, I realized that the damage is quite extensive above and to either side of the window.

[ Image: http://www.nachi.org/bbsystem/usrimages/S/SouthWallHC.jpg ]

As I did not see evidence of exterior foundation damage below the window I?m still inclined to call this as a case for a ?contractor evaluation? rather than an SE, but I though I?d ask what others here think.


Originally Posted By: clawrenson
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Was the lintel adequate, and from a designers POV - how about a good old fashion control joint? Better late than never.



Ontario Home Inspections Inc.

Originally Posted By: lkage
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clawrenson wrote:
Was the lintel adequate, and from a designers POV - how about a good old fashion control joint? Better late than never.


Claude, where would you put the control joint in this instance?


--
"I have never met a man so ignorant that I couldn't learn something from him."
Galileo Galilei

Originally Posted By: Jay Moge
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even if you call out a mason, chances are you’ll end up with the same thing, a bandaide. wood shrinks inside the struture, and masonry to only about 25% of that. plus wood swells and shrinks per seasons and most brick vaniers i see almost always have step cracking at the lintel. recomend repair for water integrity and structural soundness. although what you have is boarder line questionable, it would be a safe call. icon_cool.gif icon_wink.gif


Originally Posted By: clawrenson
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Quote:
(1) at changes in wall height or thickness (2) at columns, pilasters and wall intersections (3) near corners (4) both sides of openings >6' (5) one side of openings < 6'.

Based on the photo - in this case (4) applies.

Source my course text book - Building Construction Illustrated by Francis Ching


--
Ontario Home Inspections Inc.

Originally Posted By: lkage
This post was automatically imported from our archived forum.



clawrenson wrote:
A concrete masonry wall wall is subject to shrinkage and movement due to expansion and contraction with changes in temperature. Typical locations include:
Quote:
(1) at changes in wall height or thickness (2) at columns, pilasters and wall intersections (3) near corners (4) both sides of openings >6' (5) one side of openings < 6'.

Based on the photo - in this case (4) applies.

Source my course text book - Building Construction Illustrated by Francis Ching


Would your control joints run vertically with the outside edges of the window?


--
"I have never met a man so ignorant that I couldn't learn something from him."
Galileo Galilei

Originally Posted By: clawrenson
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In one word - “Yes”



Ontario Home Inspections Inc.

Originally Posted By: rwand1
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Looks like water infiltration into the brick from the ledger below second floor window. There is a lot of staining that maybe the result of water.



Raymond Wand


Alton, ON


The value of experience is not in seeing much,


but in seeing wisely. - Sir William Osler 1905


NACHI Member


Registered Home Inspector (OAHI)


http://www.raymondwand.ca

Originally Posted By: rwand1
This post was automatically imported from our archived forum.



By chance would the room on the ground floor with the window be a garage? Or is it a heated room?


The other question that came to mind are there a lot of trees around? Could/ or have the gutters been blocked resulting in overspill from gutters for a period of time?

Hmmm...


--
Raymond Wand
Alton, ON
The value of experience is not in seeing much,
but in seeing wisely. - Sir William Osler 1905
NACHI Member
Registered Home Inspector (OAHI)
http://www.raymondwand.ca