Correspondence (4) Sherman Engineering, Inc. (503) 230-8876 Ph
I 4 I 0 NW Kearney#5 17, Portland, OR 97209 (503) 226-4745 Fa.x
MEMORANDUM //,(5 %?( 6 00)-�,3
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TO: Mr. Peter Magaro, Architect ' 3s )-
10570 SW Citation Drive
Beaverton, OR 97008 "1 Jl( 6 C --L,
DATE: June 13, 2007 / q / 41
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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 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 EXPIRES:fa.
File-Magaro06l 307.doc