HomeMy WebLinkAbout06080102 Correspondence
Oct 11 06 03:41p
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Richard O. Albright, P. Eo
Consulting Engineer
430':. :th Rangeline Road (46032)
PO ,-cox 742
Can;;el, Indiana 46032-0742
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317-581-8856 Fax
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Octoher II, 2006
To Whom it May Concern
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Re: Brick overhang, Lot 113, Lakeside
At the request of Mr. Eddie Walters, I inspected the brick veneer on the front of the garage of this new
home. The brick veneer on the west end of the front of the garage home is corbelled about I Y, inches.
This exceeds the residential code that allows one inch. The overhang tapers back to one inch about six
feet from the west end of the wall. To support the veneer where the overhang is greater than one inch,
I recommend that a 4-inch, coated steel angle be bolted to the concrete with five, 3/ll-inch, stainless
steel expansion anchors. The horizontal leg of the angle should be trimmed to match the face of the
bricks.
This combination of steel angle and stainless steel anchors will support the bricks with an ample factor
of safety. _ - ---- --
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Please let me know if you have any questions.
Very truly yours,
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Richard 0 Albright ~- . J
Professional Engineer
Copy:
Mr. Eddie Walters
Drees Homes, Inc.
6650 T cJecom Drive, Suite 200
Indianapolis, IN 46278-6278
Richard 0 Albright, Inc.
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