Plans (18) • 'Sherman Engineering, Inc. (503) 230-8876 Ph
4 I 0 NW Kearney#517, Portland, OR 97209 (503) 226-4745 fax
MEMORANDUM S 77, 0 0(7 - 00)62.
TO: Mr. Peter Magaro, Architect 3 £-/O 5 (60 #rcri S
10570 SW Citation Drive
Beaverton, OR 97008
9 3,/ 0.6---terti
DATE: June 13, 2007 `
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 STHD14 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
ra
G .,
A la
ix L*P.Ste./�i
CC: Dean Grey @ Comcast.net R.ES:61
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