Plans Sherman Engtneertn.� . Inc. X03) 230 -8876 Ph
410 NW Kearney #517, Portland, OR 97209 (503) 22ti - 4745 Fax
MEMORANDUM rn Sra -QO
TO: Mr. Peter Magaro, Architect l 2J 5-
10570 SW Citation Drive
Beaverton, OR 97008
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.
r,
f
o� A' PS
CC: Dean Grey @ Comcast.net EXIIRt3 : tJ� ,,,
File-Magaro061 307.doc •
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Sh EngIneerin, Inc. (503) 230 -8876 Ph
410 NW Kearney #517, Portlan, OR 97209 (503) 22 -4745 Fax
I
MEMORANDUM /0 S — 00. C f; . t
TO: Mr. Peter Magaro, Architect 3 9 5 D-- 0_11A-4—e
10570 S W Citation Drive / J
Beaverton, OR 97008
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 STHD 14 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.
r
,j'''' AbiN
Q A
,..., .: ::_,, J ., ?i f
CC: Dean Grey @ Comcast.net U'
File- Magaro06l 307. doc