Correspondence i
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ED 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 FAX
208 SW First Avenue Ste 300
PortiandOregon.97204 -- -- - — - - —
www.DBAarch.com
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O a O DAVID BISSETT ARCHITECTURE
MEMORANDUM
DATE: February 12, 2007
TO: Lorraine / City of Tigard
FROM: David Bissett / David Bissett Architecture
RE: CHURCHILL WOODS LOT 13
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.
. See revised sheet A2 and A8 for additional shear wall details.
/4. See revised sheet A2 for additional shear wall designation at front door.
1 5. 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,
D id A Bissett /AIA/NCARB
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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
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