Report (641) Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
Carlson 'Testing Inc. T Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
—7 60 ceec_tr
December 27, 1999
99- 2555CTI
Permit No: BUP99 -00048
DATES COVERED: December 20, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th, Tigard, OR
INSPECTOR: G. Seamster
12- 20 -99: CTI representative was onsite and the following was noted:
1. Observed the placement of (15) 5/8" diameter x 5" long all thread epoxy dowels for angle iron stair landing
support at grid lines A.1/2.3 -2.7. Holes achieved an embedment of 4 1 /2" and were cleaned with brush and
air. Epoxy used was Hilti Hit Hy 150 batch #565778 and expires 6/2000. Epoxy was applied in accordance
with ICBO #5193.
2. Verified installation torque value of 90 ft/Ibs for Ramset Red Head wedge anchors, 3 /4" diameter x 8 1 /2" long.
Wedge anchors were installed with a minimum of 3 1 /2' embedment at second floor framing grids B/2 -3, 2 /A-
A.5 and 3 /A -B. The installation torque value of 90 ft/Ibs was achieved per ICBO #4194.
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 are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
RLSO TESTING NC.
cA.J 0.49—, 4
PRESIDENT
Douglas W. Leach
President
GS /Ijm
cc: John Duncan
City of Tigard Building Department
Nicoli Engineering & Construction Services, Inc.
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Inc. Tigard, Oregon 97281 Salem, OR 97301
9
Carlson Testing c Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
December 22, 1999
#99- 2555.CTI
Permit No: BUP99 -00048
SHOP INSPECTION REPORT @ Pacific Stair
DATES COVERED: December 9, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74 - Tigard, OR
INSPECTOR: R. Shroyer
12- 06 -99: CTI representative was at the shop of Pacific Stair to inspect stairs 1- 1A/1 -1B and 1 -1C. All three
stairs appear to conform to shop drawings (released for fab — 11/5/99), drawing #361 -S1.
Landings P1 -1A, 1 -B & 1 -C on drawing 361 -LI. Landings did not have decking at this time and needed to be
deburred and primed.
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 are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTIN
CI
INC. +° �
Douglas' W '�` P �t T
President
RS:tkf
cc: John Duncan
City of Tigard Building Department
Nicoli Engineering & Construction Services, Inc.
Main Office Salem Office Bend Office
P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918
Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708
Carlson 'Testing Inc. T Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155
FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163
Special Inspection
FINAL SUMMARY LETTER
March 31, 2000
T9902555 & G9801670 REC.-ETV-ED
City of Tigard APR 0 6 2000
13125 SW Hall Blvd.,
Tigard, OR 97223 -8199 BY:
Attn: Building Department
Re: Duncan Building
16135 SW 74 Tigard, OR
Permit No.: BUP99 -00048 / SIT99 -0006
Dear Sir or Madam:
This is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24.20,
Title 24, we have performed special inspection of the following item(s) per our inspection reports only:
Reinforced Concrete
Installation of Wedge and Epoxy Anchors
Structural Masonry
Structural Steel — Shop and Field
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 are any further questions regarding this matter, please do not hesitate to contact this office.
Res►ectfully submitted,
CA 41 ON TESTING, INC.
ire
0,5 F. Hietpas
•:lity Assurance Manager
J :jdk
cc: John Duncan
Nicoli Engineering & Construction Services, Inc.
P: \WORD \REPORTS \FIN LTR1T9902555G9801670