Correspondence (130) •
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CITY OF TIGAR
July 15, 1998 1 V
OREGON
Carlson Testing 1
P.O. Box 23814 4 �
Tigard, OR 97281 4
PERMIT NO: BUP 98- 0227/0228 SIT 98 -0020
OWNER: • Loyclark Pipeline
PROJECT ADDRESS: 15865/75 SW 74th Avg
PROJECT DESCRIPTION: Industrial
TYPES OF SPECIAL INSPECTION: Structural special inspections /Soils special inspections
The owner has notified us that he /she will retain your services to perform Special Inspections in accordance
with the provisions of the State Building Code, permit documents, and special inspection requirements. •
The owner or the owner's agent must also confirm with you that they have authorized you to do the special
inspection work.
As the regulatory agency, the City requires that you do the following:
1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer,
and the contractor.
2. Maintain one copy of each field report at the job site.
3. Submit a final report at the completion of each category of work that you inspect. (See
U.B.C. 3318 for soils special inspection final report requirements).
If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as
special inspector for this job.
Should you have any questions, please call the Building Division at (503) 639 -4171.
Sincerely,
d 2040".
R ert Poskin, CBO
Senior Plans Examiner
Enclosure
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13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
JUL 13 '98 12 :15PM VLMK ENGINEERS P.2 /8
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CITY OF TIGARD
A Program for Inspection Services and/or Material Testing
Date: 4 / /‘ ,19
Abae 9g.e• as* -
City of Tigard: Plan Ck. No. r Bup No e$si Sit No. 1 13 •O Dio
Project Title: !'e�.J 1. v . Address 15f 1.5 1-1 S - . 7 01--
Architect of Record 'I /nh s p)} 4 53
address:' g...► <On - -4 Q.Yr a..a:D 4 , 4Q.
Structural Engineer of Record: aJLJnk 1r.,, Ph. t-- $4S3
address: 3/34 e,1,3 - STS iJr ib
Geo Technical Engineer of Record: (.5-E0 DESI(rt- Ph. 9(o2 - g $
address: 01400 spa I600rAt3 FERO P. / FORNI.P.14D. OR
Proved' Ike fallowing infameiort for the lt.,g agency chosen 1. provide &speario c services ardor Eating
Testing Agency: CAR-4sot4 'TE Ph. , (i))4 -344.9Fax. fe&Pl4 tocl 54-
address Tz430 S ue v1.4Z114trK. S V-E5TI S oiTE top
T1 (TFlit =D, O�
The owner certifies that the above noted Agency has been employed to conduct the
-al .. pectio �i observations required herein_
0/ X70 sql b
s:gps u e ol"oaT,er Phcwe No_ Date
- tit.) MILLER PACIFIC g5■LTY V NTu eas, INC.
prEecnam� 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:
• Special Inspectors for the Testing Agency shall he qualified, to the satisfaction of
the Building Official, for inspections of the yurtiailar type of construction or operation.
• Special inspectors shall observe the wont assigned herein fbr conformance with the •
approved plans and specifications and. submit copies of all inspection reports and, a
final signed report in accordance with OSSC, Section 17013 to the building official.
800 /s oo12 aavou 30 1LLID L6ZL t799 COS.R 9S:bi 86/60/L0
• JUL 13 '98 12 :15PM VLMK ENGINEERS P. /8
Structural Inspections Services and Material Testing
CitmurY I i ; , De cr pticn c f Services ' I Required :Provide ' 't :Provide By
; Yes /.No • 1.1.
1. Concrete. OSSC, Section 1701.5.1 attd Se ction 1903, 1904.and 1905
a. Review concrete mix dlKigaS - p,t,4,.. rya f<< 5
b. Inspect the placing at icinfDrcei concrete.
'egg, =ose .
C_ ` Observe the taking of test specimens. ! r pis r
d. � o-s e� V
2. Bolts Installed in concrete. OSSC, Section 1701.52
Prior to and during the placement of cantata around bolts when stresses
: p.cuitwilly section 192.5 ace utlized. ,,
b.
3. Special Moment - resisting Frame. OSSC, Section 17015,3 ands tian 1921.9
a Provide continuous inspection of the placement of reinforcing steel and
concrete, and submit a certif cate'indiratmg complinace.
b.
4. sefnforeiog Steel and Pre-Stresying Steel Tendons. OSSC, Section 1701.5.4 •
a _ Inapecow doming n of rei sttee11 stressing and pre stressing before r
strung and grouting of tendons in pre stead concrete .
b Observe and record results of all teotinit stressing in pre stressed
_ concrete_
C. Observe gnuting of all tendons in pre stied concrete .
d.
i. _
S. Strnural Welding, OSSC, Section I701.5.5 and Section 1703
Observe the melding o£ an member or connection drsignal to resist
a- lands and fetus required by the OSSC,
l
b Visually inspect floor and roof deck welding.
C. Visually inspect Y+elded studs when used for st ucanal diaphragm or X composite sY (shear (sh walls)
d visu inspect welding of stairs stud railing systems_ -
e.
Check certification of welders doing work cm site. , X
f Visually inspect the welding of sands and. joist, (pan of a_) � `
Observe the welding of special nornant resisting steel frammi. and
g conduct ct nom-destrnom-destructive esive tm se
requited by OSSC, =mina 1703.
h - Observe tho welding of tzinforving stet,
1_
Category Description of Service , R�oaea • Pmnvidc Er
=YeS /Ido. _
900 /L00fa Qf1V9IL 40 b,LI0 L6ZL '99 l:oS$ 95 =1+I g6/60/L0
a.
Other- thaw fully grouted open-end hollow -unit masonry_
visually w placement of masonry traits, reinforcing steel, inspection
of grout spares and taking my required pr or test sp miaams, and be
- _t... all _.. : • ._.••
b_
Forfulty grouted opeso-and hollow -mat masonry .
Visually verily the start of laying units, placement ofrefbreiag steel,
taking prisms ar test specimens, inspect grout spaces and be prmaa
l'm *Pall grouting operations.
C.
verily that grout and mar= materials and prop forts are in accordance
vita OSSC, Table 21-A far Mon= and 21-B for grout
d.
.
e.
a.
Observe taking of test specimens
b.
Observe the placement of all shoterety used for structural members_
Submit a summon of compliance with plans and specifications.
C.
Visual eaansination of completed sbotcrete wade.
Submit a report of the 'dyne ne se specimens required.
d.
.
C.
Z.
Prtment during driving of piles and subsequent testing.
b.
Inspect the construction of cast-in-place drilled piles.or caissons,
C.
Observe placing of teinforosl =acme.
d
Observe plaeeme t of r:inform man steel
C.
a.
Vey bolt types, diameter and installation
Periodic inspection shall be in accordance with OSSC, Section 1701.6
b.
c .
goo /goo ta
JUL 13 '98 12:15PM VLMK ENGINEERS
6. Nigh Strength Bolting. OSSC, Section 1701.5.6
The installalioa of 4,325 and A490 belts shall lz in aaraxdarlce wix11 22 Division lV
7. Structural Masonry. OSSC, Section 1701,5.7 and 2105
8. Splay- applied fireproofing. OSSC, Section 1701.5:10
8.
b.
Visually verify the substrate condition, thickness detrrminatian and
conform density report are all in accerance .chi b UBC. Standard 7.6
9. Piling Drilled Piers and Caissons. OSSC, Section 1701.5.11
10. Sharerete. OSSC. Section 17015.12
SOILS Inspection Services and Materials Testing
Special Grading, excavation and filling
D AS Ac7Fe La
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P.4 /8
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4
L6ZL $89 c0s@ LS =bt 86/60/10
JUL 13 '98 12 :15PM VLMK ENGINEERS P.5 /8
S
6 .v, 01 /4 - -
CITY OF TIGARD . -
A Program for Inspection Services and/or Material Testing
Date: (o/ is- ,19
City of Tigard: Plan Ck No. (o -34G Sup No. Sit No. `t- tacto
Project Tide: eer Zi5••,4K Address I°112617S Sea 7-er - t,
Architect of Record v I - - / F . . 1 c •1 a E . F � 5 Ph_ ZZZ --44 5 _
address: 393'5 S IG.EU_$ - ?t - tLP 3O, Off.
Structural Engineer of Record: V r_'n c. Co,j aacr/,J&- Ph. 22Z- e453
address: 3133 $ 1 ,#'o �z.,av I,
Gco-Technical Engineer of Record: Tw kL VV
rih rat_ J. Ph. Ma; - 6 V-84-
address: .. - -__.. ' - 446
•
Aside else fello+ving infovnu ion far else taring sweep chosen to provide atspee loo services and/or =Msg-
.
'T'esting Agency: GagLsoN - r —, j c,-, IN c Fh, 6,,s4 - S4t0o Fas (0131 -, cq 59
address
7 '
•
Creel Ag ency: (0-E.0 MS16 tJ/ I ul.. 1'b. , 9l0$- tRaas- _ 'VA - , 3p (
address 1 1.40 b ocw Ely . / Pa mot- Ptir�9- r
The owner certifies that the above noted Agency has been employed to conduct the
sp ections or lbservations required herein.
•
•
(,1O - 54I10 7J1sI9%
././igir m Phone Ka Date
'lei* - - rR1�Y vRCIPIC, REALT'( VENTO ,1NC.
Rimnmhpo Company no= LPY) -
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 thr ougi! 14.06.040.
The special inspections and/or testing services requited far this project to be provided by the Testing
Agency. Structural Engineer or Gen- Technial Engineer of Record= as follows:
* Special Ins-Flaws for the Testing Agency shall be qualified, to the satisfaction of
the Building Official, for inspections of the particular typo of canmtccion or'operadoa_
• Special inspectors shall oboe the work aligned herein for conformance with the
approved plans and specifications and, submit copies of all hispcction reports and a
Final signed report 1/1 aerocdance with OSSC, Section 1701.3 to the building official.
goo /troo a 021VDIL 30 A.LIO LBZL 1189 COS.I , 55 =t'i 86/00/L0
• JUL 13 '98 12 :16PM VLMK ENGINEERS P.6 /8
9 /1-11) 010:X.PiAldr
� r3' Description of Service s - P O" id y i
•
Yes /14o I
1. Eooti g adiaceot to slopes steeper than 33-1/3 'A OSSC, Sutton 1 606,4
a_ Cowl= building footings are properly set back tram descending slope -
b. •
2. Grading OSSC, Section 3309
a. Render grading [less than 5,000 cu. vds, but considered unusual] ' "
Regairemenu for engineered grading apply,
b Engineered grading LeQ®ds 5,000 cu. Yds.(
Submit I. Ge - eebmical =kernels repot[ and,
L a eagaeeriag geology report.
3_ an as -built grading plan and. 1
4. a goal report prepared. by the soi s igm
5. the Eml moon premiere by the geologist
C.
3. Fills OSSC. Section 3313
a. Preparation of ground_ for fill on slopes ecceeding 1 to 5 (20%)
Includes 1e:tchin cad proper terraiaatitns az the too of the slope
Acceptimca oral materials
C. Comp action of fill material to m 90% of maximwn density.
•
•
•
13125 Sw Hall Blvd., Tigard, OR 97225 (503] 639 -4172 FAX (S03] 684 -7297
1 9l_DGSPLD SPt DOc
•
Boo /Soo tia Qliv'IL 3o 1i1I0 LsZL b89 COM 55: bi 86/60/L0