Correspondence (7) Sherman Englsneering, Inc. (503) 230-8876 Ph
•410 NW Kearney#517, Portland, OR 97209 (503) 22ti-4745 Fax •
MEMORANDUM MST o 6. - 00
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TO: Mr. Peter Magaro, Architect 3s )-
10570 SW Citation Drive
Beaverton, OR 97008 7 Jl 6,
DATE: June 13, 2007 / q 1 4/
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PROM: Don P Sherman, PE
Principal
RE: Cedar Ridge plans
Hillsboro, Oregon
NOTE:
This memo is to inform you of our recommendations for a clarification and a
change to the original design. On our design we only show one holdown in
corners with abutting shear walls because the design forces are required in one
direction at a time and one holdown may work for both directions. Make a note
that the larger of the two holdowns must be used.
•
Also we understand a STHDI4 holdown has been misplaced. We recommend
using a HTT22 in a epoxy setting per our detail RI.
If you have any questions please give me a call.
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CC: Dean Grey @ Comcast.net FIRES:6."
Fi le-Magaro06l 307.doc