Correspondence (4) Sherman Engineering, Inc. (503) 230-887& Ph
4 I Q NW Kearney#517, Portlan , OR 97209 (503) 22&-4745 fax
MEMORP�NDUM /14
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TO: Mr. Peter Magaro, Architect l 3s )-
10570 SW Citation Drive
Beaverton, OR 97008 "/ 3(a 6 CiZ , ---L.--;
DATE: June 13, 2007 / q l c
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 Rl.
If you have any questions please give me a call.
,czt‘,.4:e.M Gil cat 4.;".iic N s N\
O., • i
......„..)8
CG. Dean Grey @ Comcast.net ��;11i.Fel :gi
Fi le-Magaro06l 307.doc