Correspondence /14.5r (fz
0 O O DAVID BISSETT ARCHITECTURE
MEMORANDUM t /
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DATE: February 12, 2007 BO ONN'. DIVi 3;
TO: Lorraine / City of Tigard
FROM: David Bissett / David Bissett Architecture
RE: CHURCHILL WOODS LOT 10
Please note the following revisions being submitted for your review:
1. The holdown schedule on sheet A3 has been corrected.
2. See revised sheets A3 and A4 and attached calc's showing posts and footings
supporting girder truss and floor beam loads.
3. See revised sheets A2 and A8 for additional shear wall details.
4. Revised floor joist submittal attached with beam calculations.
NOTE: All corrections have been shown on plans as revision Delta 1 dated 2 -6 -07 and
area clouded.
Sincerely,
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Davis A. Bissett /AIA/NCARB
CC: File
503.226.6785 PHONE
1.866.611.6785 TOLL FREE
503.226.2264 FAX
208 SW First Avenue Ste 300
Portland Oregon 97204
www.DBAarch.com
info@DBAarch.com
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O O O DAVID BISSETT ARCHITECTURE
MEMORANDUM
Date: March 15, 2007
To: Mike Church/Wilshire Homes
From: David Bissett/DBA
RE: CHURCHILL WOODS FOUNDATION
To Whom It May Concern:
For all houses constructed at Churchill Woods, a 2x6 sill plate may be used between the
concrete stemwall and I-joists. A 3x6 must still be used for the sole plate above the I -
joists per the shear wall schedule.
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503 226 6785 PHONE
1. 866 611 6785 TOL_ FREE
503.226.2264 FAT
208 SW First Avenue Ste 300
Portland Oregon 97204
www OBAarch.com
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