Correspondence (3) Sherman Engineering, Inc. (503) 230-8876 Ph
4 I 0 WW Kearney#517, Portland, OR 97209 (503) 226-4745 Fax
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MEMORANDUM c73(.eD SGJ 647we,( S7
TO: Mr. Peter Magaro, Architect '' 3, )-
10570 SW Citation Drive
Beaverton, OR 97008 / qT3
DATE: June 13. 2007 / /
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FROM: 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 STI-1D14 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 ,1r :v..
rile-Magaro061307.doc