Report . So lent 1
Carlson Testing, Inc. 84301W/1mmba (50
4060 Mahon
P . NE 63025 OB 97702
Rd Oil
Tigard OR 97223
PA F OR3) 589 -1131 Bend OR 9770 Phone. (303) 661 -3160 Phony Phony 3) 589 Ph (541) 330.9155
Construction Materials Testing & Inspection
Far 1503)684-0954 F�Oa11189 /309 Fm 15411 330-9163
Special Inspection
FINAL SUMMARY LETTER
December 13, 2006
T0601169E
City of Tigard
13125 SW Hall Blvd
Tigard, OR 97223 -8199
Attn: Building Department
Re: Bella Vista Subdivision- Lot 39
a inc et- Tigard, OR / ;CI 6 6'crni,eui B
Permit# MST2005-0411
Dear Sir or Madam:
This is to certify that in accordance with Section 1704.1.2 of the International Building Code, we have performed special
inspection of the following item(s) per our inspection reports only:
Installation of Adhesive Anchors
All inspections and tests were performed and reported according to the requirements of Project Documents and, to the
best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders
and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's
design changes, approvals and verbal instructions.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in
full, without prior authorization from this office.
If there ar - ny further questions regarding this matter, please do not hesitate to contact this office.
Respec f ly submitted,
CARL' • N TESTING, , .
Ja , F. Hietpas
O • rations Manager
■ r H /ks
c: Reese General Contractors Inc- Arnold Reese
CSA Consulting Engineers
McNaughton Associates Inc
88/08/2086 13:27 5032280475 CSA STING ENGIN PAGE 01
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C S A CONSULTING ENGINEERS
ENGINEERING DOELLENCE
August 8, 2006
Robert Harp
Riverside Homes
Ph: 503- 572 -4708
Px: 503- 968 -9165
Re: Plan 3523 -AB -03, Oregon
CSA Job #3816
This letter is being written regarding plan 3523 -AB-03 for Oregon. We understand that
the "I3" dimension of the garage shearwall per detail SL2/S6 is 7' -2 ". Since the garage
shearwall is 24" wide, the maximum "H" dimension is 7'. However, since 7'-Z" is only
slightly over the allowable height, we would still consider it to be within acceptable
limits_
If there are further questions, please contact us at 503 -228 -3848.
Cordially,
CSA Consulting Engineers
PR_
a F
Chris Blamer, P.E. r . E
I I
614%* ;;;ER
W.
EXPiRES: -3 - a7
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15 82nd Drive, Suite 150 • Gladstone, OR 97027
(503) 228 -3848
FAX (503) si8o478