Report (636) Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Inc. Tigard, Oregon 97281 Salem, OR 97301
Carlson Testing, l Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 684 -0954 FAX (503) 589 -1309
September 7, 1999
99- 2555.CTI
Permit No. BUP99 -00048
FIELD INSPECTION REPORT
DATES COVERED: September 2, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: D. Vick, COP #722
09- 02 -99: CTI representative was onsite for a continuous masonry inspection. This inspector observed
grouting of 8" CMU walls — north wail at - 24' from west wail, 10'6" iift; and west wall, 8' lift to top of walls.
Anchors for ledgers were in place. Reinforcing and clean -outs were checked prior by another CTI
representative. Reinforcing was found to be in compliance with approved plans and specifications. A 6 1 /2
sack Kurtz mix #884 was placed by pump and consolidated by vibration in two lifts. No samples were made.
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,
UC ARLSON TEST{N INC.
jai _ / .
PRESIDENT
Douglas W. Leach
President
DV:jp
cc: John Duncan
City of Tigard Building Dept
Nicoli Engineering & Construction Services, Inc.
99- 2555.FR
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
Inc. Carlson Testing l Phone
FAX (503) 684 -0954 FAX (503) 589
September 17, 1999
99- 2555.CTI
Permit No. BUP99 -00048
FIELD INSPECTION REPORT
DATES COVERED: September 16, 1999
PROJECT: Duncan Building
ADDRESS: 16135 SW 74th — Tigard, OR
INSPECTOR: G. Seamster
09- 16 -99: CTI representative was onsite for periodic inspection of structural steel and welding. The following
was noted.
1. Performed visual inspection of (8) tube steel columns. Welds inspected include base plate to tube steel
column connection and tube steel to column buckets. All welding appears to conform to details and AWS
D1.1.
2. Performed visual inspection of ledger clips at roof level of the north and south walls in warehouse area. All
welding appears to conform to details and AWS D1.1.
3. Reviewed mill certificates for rebar used for embeds, item #1 on CTI non compliance list. Contractor is in
compliance and item is signed off. -- --
4. Need engineer approval for placement of roof line buckets with rebar embeds into CMU wall of office area.
Rebar to bucket welds have not been signed off. Also need weld detail for buckets fabricated at Emmert
Machining.
All non compliance items were brought to the attention of: John Duncan, owner.
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,
RLSON TESTING, 1 • C.
i\
i
ES
Douglas W. L T
President
GS /Ijm
Attachment
cc: John Duncan
City of Tigard Building Dept
Nicoli Engineering & Construction Services, Inc.
99 -2555. F R
CARLSON TESTING, INC.
INCOMPLETED ITEMS LIST (NCL)
September 20, 1999
#99 -2555
Project Name: Duncan Building
Project Address: 16135 SW 74 Tigard, OR
Permit No: BUP99 -00048
ITEM INSP. DATE DATE
ITEM DESCRIPTION COMPLIANCE CTI SIGN -OFF CORRECTED
1 JH 08 -02 -99 No paper work on embeds set Reviewed mill certificates. G. Seamster 09 -16 -99
this date. Grade 60 not A706.
2 JH 08 -06 -99 Wall this date from 0' to top were
not consolidated.
3 JH 08 -13 -99 Walls this date not inspected
prior to grout.
4 JH 08 -25 -99 No paper work onsite for rebar
inspection of walls from 4' to
18'.
5 JH 08 -25 -99 Contractor could not get vibrator
into first grout lift.
cc: John Duncan
City of Tigard Building Department
Nicoli Engineering & Consulting Services, Inc.
FROM : NICOLI ENGINEERING FAX NO. : 503 684 3636 May. 07 1999 03:19PM P2
Main Office Branch Office
P.O. Box 23814 4060 Hudson Ave., NE
Tigard, Oregon 97281 Salem, OR 97301
Carlson Testing Inc. Phone (503) 684-3460 Phone (503) 589 -1252
f FAX (503) 6840954 FAX (503) 589 -1309
March 30, 1999
CTI #98-G1670
Mr. John Duncan Exhibit "A"
c/o Nicoli Engineering
P.O. Box 23784
Tigard, OR 97281
FOUNDATION AND SITE PLAN REVIEW
ADDENDUM TO FOUNDATION INVESTIGATION
DUNCAN BUILDING
TIGARD, OREGON
At your request, we have reviewed the plans for the Duncan Building, sheets 0.1 through 5.1. The
location of the building has been setback farther from the slope to Fanno Creek than what was assumed in
our original report dated July 30, 1998. Since slope stability is no longer an issue that could readily affect
the building, and the fill is estimated at between only 10 to 15 foot deep in the newly proposed area of the
building, then spread footing foundations are now feasible in lieu of deep foundations provided a
significant overexcavation and replacement with engineered fill is performed beneath all footings.
• We anticipate that the overexcavation will need to be carried to a width 2 feet beyond the edge of each
footing. The depth of overexcavation needs to be verified by CTI prior to backfilling, however, we
anticipate that the depth will be a minimum of 6 feet and could average 10 feet. Boulders and difficult
excavating conditions should be expected. The backfill should be compacted to a minimum of 90 percent
of the modified Proctor and should preferably consist of irnported granular material such as reject rock or
crushed aggregate base. The allowable bearing pressure on engineered fill can be assumed as 2,000 psf.
Coefficient of friction may he assumed as 0.42 on granular fill.
Based on our review, the plans referenced above are in accordance with these recommendations. No
modifications or additional recommendations are being offered. If there are any further questions, please
do not hesitate to call.
CARLSON TESTING INC.
Sincerely Yo
�� PROF4.
6 �5 ��GI IVEE', 9 0�
Xt.<7 14743 � �
L/ , --t...11/4__
OREGON OREGON
vq� ,9 .
2 3 . �,
4 �ES 0.1t14$ C ("
James D. Imbrte, P.E., C.E. /
Principal Engineer
cc: City of Tigard
FROM : NICOLI ENGINEERING FAX NO. : 503 684 3636 May. 10'1999 03:24PM P2
11'4, ,...!,....... -.. { � _ j .._. � � -. � � a,..,..,,,,. w. _ NOON NOON NOME ,
■■■■■■■■■■■ ■■ ••••••■■■ ! ? ■■
■■■■■ ■ •••••••■■ ■ ■ ••■ ■ ■�� It II
._ .... , MEAN ■ ■■ ■■■■■■■■■ ■■■ O1■■M , _._ _ ; _ • _
■ I! INK 1E11 I■ ■I 1 ■■ •
Ism
RHY 154 I , i
and Construction Services, Inc.
9025 Southwest Center Street
P.O. Box 23784 -Tigard, Oregon 97223
(503) 620 -2086 • FAX (503) 684 -3636
May 10, 1999
City of Tigard
Building Department
13125 SW Hall Blvd.
Tigard, OR 97223
Attention: Bob Poskins, CBO
RE: Duncan Building
16135 SW 74
Tigard, OR
BUP #99 -00048
• Job #98 -0214
Dear Mr: Poskin,
The footings have been excavated and a representative from Carlson Testing,
Inc. has made a special inspection for the footing excavations. The Carlson
Testing, Inc. representative required additional excavation at several locations.
These areas were excavated, filled and compacted.
The footing over excavations were not required to be of the depths suggested in
the addendum to Carlson Testing, Inc. Foundation investigation, dated March
30, 1p99 (Carlson Testing, Inc. #98- GI670.)
The inspection field reports should be forth coming Since no modifications are
being proposed to the foundation system, the sealed documents as submitted for
the permit documents will be used for construction.
Sincerely,
James D. Andrews •
Project Manager
JDA:jh
FROM NICOLI ENGINEERING FAX NO. : 503 684 3636 May. 10 1999 03:24PM P1
Ni
1---. OCEAN
IAr I�I .LE
ME • iii
IIo I 1 11►�I[I
` a I
i iii 'iiiiiii�im
and Construction Services Inc.
9025 S.W. Center Street
Tigard, Oregon 97223
F A X C O V E R S H E E T
DATE: May 10, 1999 TIME: 4:23 PM
TO: BOB POSKINS PHONE: (503) 639 -4171
COMPANY: CITY OE TIGARD FAX: (503) 684 -7297
BUILDING DEPARTMENT
FROM: JIM ANDREWS PHONE: (503) 620 -2086
FAX: (503) 684 -3636
RE: DUNCAN BUILDING
BUP NO. 99 -0048
PAGES: 3
Message
FROM : NICOLI ENGINEERING FAX NO. : 503 684 3636 May. 07 1999 03:20PM P3
CITY OF TIGARD •
A Program for Inspection Services and/or Material Testing
Date: a. - z 1— ,19_f
City of Tigard: Plan Ck. No. 2 - y C - Bup No. Sit No. 79 --.G !7
Project Title: I r r i i- )v: Address /1 / 3 S f ‘;../ 2 >;s - t/.e
Architect of Record Ph.
address: ) �-
Structural Engineer of Record: 77( ce, // Ph.
address: e_ R % / r y rf�
Geo- Technical Engineer of Record: Ph. f
address:
Provide the following information for the testing agency chosenn to provide inspection services and/or testing.
Testing Agency: Cioat 't- TM ENG. Ph. C' -34 /'D Fax. 6434- 075
address ? b 13ox 2,3 81-i / 716 A PA GR-
Geo- Technical Agency: 'M E -ri,-rrt•t-ta - v1 - *( Ph. Fax.
address
The owner certifies that the above noted Agency has been employed to conduct the
special inspections or observations required herein.
•
5o1- 1135 3 1. '1'1
(( � Si aturc of Owner Phone No. Date
-.\' ,.....ate.... !�
Print name Company name
The following is a list of special inspection and/or services required by the 1996 Oregon
Structural Specialty Code and Tigard's Municipal Code 14.06.010 through 14.06.040.
The special inspections and/or testing services required for this project to be provided by the Testing
Agency, Structural Engineer or Geo- Technical Engineer of Record are as follows:
•
e Spacial Inspectors for the Testing Agency shall be qualified, to the satisfaction of
the Building Official, for inspections of the particular type of construction or operation.
• Special inspectors shalll observe the work assigned herein for conformance with the
approved plans and specifications and, submit topics of all inspection reports and, a
final signed report in accordance with OSSC, Section 1701.3 to the building official.
FROM : NICOLI ENGINEERING FAX NO. : 503 684 3636 May. 07 1999 03:20PM P4
•
,:.:,::.,..,..,.. • .4.:.:u.:�,. ..... a,M t,.,.FO_.. , i, i ii,i i,� r i i ... ..... ... .
1. Footings adjacent to slopes steeper than 33 - 1/3 % OSSC, Section 1806.4
a- Confirm building footings are properly set back from descending slope
b.
2. Grading OSSC, Section 3309
a Regular grading [leas than 5,000 cu. yds. but considered unusual]
Requirements for engineered grading apply.
b. Engineered grading [exceeds 5,000 cu, yds.]
Submit: 1. Geo-technical engineers report and,
2. a engineering geology report.
3. an as -built grading plan and,
4. a final report prepared by the soils engineer and.
5. the final report prepared by the geologist.
t
C. �dj7� Jr�fi �r 7 J4aj, OJ 7`I ,!
3. Fills OSSC, Section 3313
a. Preparation of ground, for fill or slopes exceeding 1 to 5 (20 %)
Includes benching and proper termination at the toe of the slope
b. Aci,c,ptani c of fill materials
C. Compaction of fill m aterial to miniinum 90% of maximum density.
13125 SW Hall Blvd., Tigard, OR 97223 [503] 639 -4172 FAX [503] 684-7297
i s Vn r i)G.S p L mi s P 1.r)>c
•