HomeMy WebLinkAboutPermit D98-0278 - KENWORTH TRUCK COMPANY - BRIDGE CRANESD98 -0278
8801 E. Marginal
Way So.
Kenworth Truck Co.
City of Tukwila �
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT I5 PROCEEDING AT THEIR OWN RISK.
Parcel No: 542260 -0060 Permit No: D98 -0278
Address: 8801 EAST MARGINAL WY S Status: ISSUED
Suite No: Issued: 08/24/1998
Location: Expires: 02/20/1999
Category: AMFG
Type: DEVPERM
Zoning: MIC /H
Const Type: Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1997
Units: 001 Fire Protection: SPRINKLERS
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: SEATTLE Sewer: SEATTLE
Wetlands: Slopes: Y Streams:
Contractor License No: JLFCOI *081RW
OCCUPANT KENWORTH TRUCK COMPANY Phone: 206 - 626 -4862
8801 EAST MARGINAL WY S, TUKWILA
OWNER KENWORTH MOTOR CORP
8801 E MARGINAL WAY, SEATTLE WA 98108
CONTRACTOR J L F CONSTRUCTION
PO BOX 62, MILTON WA 98354
CONTACT RONALD LONG Phone: 206 -494 -9539
1000 DENNY WAY, SUITE 800, SEATTLE WA 98109
k*********** ** * * * * ** * * * * * * *** * ** * * ** * * * ** ** *Mfr * * * * * * * ** * * * * * * * * ** *fir * * ** * *** * * * * * * * **
Permit Description:
REMOVE AND RELOCATE SMALL TOOL BRIDGE CRANE.
REPLACE 2 TON BRIDGE CRANE PREVIOUSLY REMOVED.
k************************************************** ** * *** * **** * * ** *** * *** * ** ** * * **
Construction Valuation: $ 23,302.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
k*************************************************** * * * ** * * * * * * * * * * * * * * * * * * ** * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 626.96
k********************* * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * **
Date: �� d
Permit Center Authorized Signature:
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit.
L6fr
Date:
This permit shall become null and Vold if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
CITY OF TUKWILA
Address: 3801 EAST MARGINAL WY S Permit No: D98-0278
Suite:
Tenant: Status: ISSUED
T DEVPERM Applied: 03/13/1998
Parcel #: 542260-0060 Issued: 08124/1998
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Permit Conditions:
1. No changes will be made to the plans unless approved by the
Architect or Engineer and the.Tukw.ija Building Division.
2. All permits, inspection reOords,_andapproved plans shall be
available at the job site iu to the Start •of any con-
struction. These dOcuments •are to be maintained and avail-
able until finaVinspection approval is granted,....,
3. All constrution to be done in conformanaewith a0!*oved
plans and reqUirements of the Uniform Building CodesJ.1997
Edition),,as amended, Uniform Mechanical, Code (1997Edition),
and Washington State Enerily Code (1997 EditionY, ., •
4. Ali structural welding shall be done by W.A.B_CG. certified.
welders and special inspected (UBC - Sec. 306(a)5)..,-,
When-Special inspection-is required either the owne,r.r,
archltect or engineer•shall notify the Tukwila Building,
DiviSionOf appointment of the inspection agencie
thefirSt buildinQ inspection. Copies of all speclal,
inspection reports shall be submitted to the Buflding
Division in a timely i)anner. :RepOvt,s hall contain add e..
prOject name, permtt number and type-of inspection bein4-
•
performed.
6. The special inspector.ShalLsubmit. a final "signed repo:rt'H,
sta,ting iq1)e-ht, the work'requirin-q specjal inspection:.wa-s„.
to ,the best of the inspector's 1 nowled0,--in conformance
withaprOved plans and specifio'atioils..a'sid-the appiicable
W) kmanship provisions of the UBC.
7 Validity ,of PerMit. The issuance of apermit:or,.apOrOval at
planS,-specifications, and COfl)L tctti0 I1 nOt be 4.0n
strued;:to be a permit for. or an aPpcova.rof.,:.'„.anyviolati'On'
of anyofthe'provtslons of the 'bui1,:iing'60den or of
other oi.-djnanc6::Of tlie'..j.urisdiction. No pe'rmit',:presumin§,to
give authdri,tv'tO,,violate or.canceltheprovisiOns of,-./t61..
:.„
code shalib:.e,valid.
CITY OF TUKWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
m Meircia l
R; STAFF USE.-ONLY
Project Number:
Permit Number: D9,9 ® otalt
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
�ication'.
Project
■ame/Tenant: r ,,
�
K. 6 f t//4, ? ' / / / , / ^ c l< e ' . ,,i p / 1 N y "
Value of Construction:
SEA '4A (2II,u
Site Address:
cqrq'U/ G, 704 /2!;.- , /v4 L f'- '4yS'oa'r» 7-21/4- /,ci/Lr4
City State /Zip:
WA yg /O8
-D.
Tax Parcel Number:
S`%22Z &c .- o o C o - 03
Phone }
(2o(1 e,-Z.6- N-1 c -i
Property
Owner: • /
�..E A./(A.0rL 77/ / ,, ri,2 �'C�/'_r
Street Address:
/� ,3 crI' : -
City State /Zip:
Fax #:
Contracjor:
,fG- " .c -� /�' .5--;-/2. ,., c' r / o/t/, /N G
Application taken by: (initials)r
Phone /
l 2 S 3) �`� 38 _ a �yy
Street Address:
/7',v, /3 x e-3 G:, , /V) /L TO n/, /A49
City State /Zip:
��35V
Fax #: •
(' �5-s) '7'/- 6'88 /2.
Architect:
i
Phone:
Street Address:
City State /Zip:
Fax #:
Enginedr:
/6/r rz / s <., ,Z c� �.( r' /A/ c_
Phone• -
(-L7..60 `1-q Li - 9,4 00
Street Address:
/06 -10.
7EN /✓y l.✓/;tS 'rEgoo SL/1rrLe liV.4
City State /Zip:
9 S02
Fax #:
e2oG) `•�9r{- 9coo
Contact
Person: r /
/� 0/L /ALA LUlt/6
Phone:
(706.) q9q -9539
Street Address: City State /Zip:
/ no v Lc/v, v y / /t.:/ y� , Le I •rE Pco , SG.4 rI-c- , W4 9S / o y
Fax #:
(2) • ) c-/ 9' / -- y S2
Description
' 3)
of work to be donee / V2C._,� v v 4 /vn /?G e_0 c 4 e- sr,-, �4e vo '3/2 i0CC- C/. f?A-IE ,
6-7.,.,4_ 4. 4:6, 2. %c',t,' c,2 ,,66-,e- c,24 ,-,...,,_-7 i- /2Cve ., u S L?- ' /26 /10i/E D ,
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other .
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Cl Hospital
❑ Church ® Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
_
Will there be a change of use? ❑ yes Ea no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ® no
Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: / 17, 64: CJ existing
Area of Construction: (sq. ft.) N/4
Will there
Attach list
be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no /U //4
of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Sidp Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Stoi1m Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Wa er Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
Value of
is subject
Expiration
limitatidn.
the applicant
Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
to possible revision by the Permit Center to comply with current fee schedules.
of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted:
2
Date application expires:
_ j 7
Application taken by: (initials)r
CTPER 41T.DOC 1/29/97
COMMERCIAL/MULTI-EA •Y TENANT. IMPROVEMENT /AL.. ; .. AT/ON. E. RM.I.T ApPLICATIQNS. • MUST BE:SUBMITTEaWITH:THE'FOLLOWING;.
A ALL DRAWINGS Td BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑
El Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
El ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑
El Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNE_ OR AUTHORIZED AGENT :_
Signature: 4 r),-
Date: I ,
9 d
/ 3 ,960
Fax # :(z. ij,,�9,� _ $sad
l
Print name: /,;(776),v,.1 L a /l , L C D mon!(-.
Phorr 67/9
Address /a G1 NN }' 1,,,,,�y'r ft,/r � .3, J7 LEf
W�¢
City /State /Zip
9g109_ S-3
CTPERMIT.DOC 1/29/97
wan. .w.arst.Trronnvosneseratwomesc
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'ITV OF TuKNILA. NA ' � .��' . `�` '� ' ' �TRANSMIT
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!KoHSW Number: K97'00812 Hmou,|t: 08/14198 15:17
Pavment Method: 11482. Notation: PUGn SOUND BUI . Init: TXF
Permit No D98-0279 Tvpe: DEVPEUM DEVELOPMENT PERMIT
Parcel No: 2623O4-9O86
Site Address: 500 SOUTHCENTER MALL�'
Total 1.616.59
This Payment , �. ' 636.84 Total ALL Pmts: � �636.84'�.
' Blance: �� 979.75''
4++A^AkA++a****Aa*x*V**+*:*i.+A�*^****+A^***a+**A****+v«*A.**+«**
Account Code ' Description `� � . '� � �`.` ',A'ount`
000/345.83O ` PLAN CHECV-`.NONRES ��` '
,***+A**++***+A+*A*+A+**A***4*+k�***^*****�^++*��+�+^�^*�^+�*A**
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;ITV OF TUKNILA. AN ` • ` � .� - TRANSMIT.. ,++++N*A*A*+*******+�+A**+f++k*A*+++�'*°+*AAA:**+A*+**+*+**+++
TRANSMIT Number: R970O812 Amount: . 626.96 08/13/98 1.5:30
Payment' Method: 647079 Notation: KENNORTH.`TRnCK` Init; T.F
Permit No D98-0278 Type: DEVPEHM DEVELOPMENT 'PERMIT
Parcel No: 542260-0060 ^'
Site Address: 8801 EAST .MARGINAL WY
Total Fee/: � 4f26,9&.
This yavment- 626,96 Total ALL Pmts;
BalanCe: .OV�
,*+A+^�++*+*A*a*++*A++***++*++****+**x****++.A*^*+***�a*++*+A**
Account Code
000/322.100
000/345.830 �
000/386.904 '
,Description
BUILDING - NOGH[S
PLAN CHECK 7 NONRES
y7A[E BUILDING/SURCHARGE
•
' A0punt '��
377°25
245~21.
4-50` '�
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QA/��� '� ,' ' '626 96�
Ntei
INSPECTION NO. .
INSPECTION RECOR(?
Retain a copy with perm._
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Dcisl--oo7g
PERMIT NO.
(206) 431-3670
Ex9i,qct.
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Address*
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Date called :
toil/1S/
Date anted*
1078`V`Ig
a.m.
Special instructions:
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54-e,v-e LiAJ Le.-., Lio-LA-
-t-4 _s
C-Pfnr-
Requester: 1 I
tiOLC.JC-
Phone No.
5
6 6,(3gLI
0 7-5 1
Approved per applicatile-eodes.
OMMENT
Crrecttona.rquired prior to approval.
Inspector:
71v1,Date
$42.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
** £0'30Ud 14101 **
E. de ® Environmental
ripew (Iieotechnical
.Construction
ConsuKing • Engineering • Testing
October 5, 1998
PSI File No. 715 - 88397 -6
CITY OF TUKWILA
Building Department
6200 Southcenter Blvd
Tukwila, WA 98188
Subject; BRAKE ASSEMBLY BRIDGE CRANE
Kenworth Seattle Plant
Permit #098 -02 78
Gentlemen:
We have completed the requested special inspection on the subject project. Our final report,
dated 9/9/98 is numbered FR 10006.
WORK INSPECTED
Visual welding
Ultrasonic examination
Bolting
To the best of our knowledge, all work inspected conformed to approved plans, specifications,
UBC, and related codes, and /or verbal or written instructions from the Engineer of Record.
Reviewed by: Michael O'Connell ,
NDE Department Manager
Sincer
P ' FESS! L SERVICE INDUSTRIES, INC.
Sam Yaghmaie, P. E.
• Department Manager
Construction Services
SY /tls
cc: JLF CONSTRUCTION /S Hoeck
InJonna/ion To Build On
Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle. WA 98119 • Phone 208/282 -0666 • Fax 206/282 -0710
£0/20'd Zb8917L8£SZ 01 LSb9 E8E 90Z
3111d3S ISd dd OS:91 86, 90 100
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v+ rvt> tt a' �X h�Ca" tT'1aC!��•:Ca�vC>�R�..��+art�r.: +`+nv....,..,v:•..: rr,
INSPECTION RECORD -
Retain a copy with perm~ _
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
Project :4600X
Type of inspection:, ��
1
Address: Q so t E. as+ voic ur i
pq' ed:
(t2.
Special instructs j(p IQ
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Date anted: e ' V 1 1\‘. p.m.
ue ter: �\ Oe C
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hone No.:
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`10o Gvcrr� �ct'
Approved per applicable co d es.
Corrections required prior to approval.
COMMENTS:
6 72 ` S--.81/
File: /e
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Inspector
$42.00 R1INSPECTIOI(l FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Receipt No.:
Date:
City of Tukwila
Fire Department
Project Name
Address
John W. Rants, Mayor
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
klivavre 714 7 it- cLie
Thomas P. Keefe, Fire Chief
Permit No. 2!)gg'dl:X-78
Sec)/ 65 ene.4.)
Retain current inspection schedule
•
Needs shift inspection
Suite #
A` Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
/1-A VPS?
Authorized Signature Date
FINALAPP.FRM
Rev. 2/19/98 T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439
Nom®
Environental
Geotechnical
s Construction
Consulting • Engineering • Testing
October 5, 1998
PSI File No. 715-88397-6
CITY OF TUKWILA
Building Department
6200 Southcenter Blvd
Tukwila, WA 98188
Subject: BRAKE ASSEMBLY BRIDGE CRANE
Ken worth • . n t
Per
Gentlemen:
We have completed the requested special inspection on the subject project. Our final report,
dated 9/9/98 is numbered FR10006.
WORK INSPECTED
Visual welding
Ultrasonic examination
Bolting
To the best of our knowledge, all work inspected conformed to approved plans, specifications,
UBC, and related codes, and /or verbal or written instructions from the Engineer of Record.
Reviewed by: Michael O'Connell ,e
NDE Department Manager
Sincer-e�ly;
P/ROFESSIQ/3 AL SERVICE INDUSTRIES, INC.
Sam Yaghmaie, P.E.
Department Manager
Construction Services
SY /tls
cc: JLF CONSTRUCTION /S Hoeck
InJbr ;nation 70 Build Oil
Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710
PACIFIC TESTIN LABORATORIES
TESTED FOR:
DATE:
Mr Steve Hoeck
JLF CONSTRUCTION
PO Box 62
Milton, WA .98354
A Division 0 Infwn :anon
W
f
^moo To Build On
lnom..rma • c.nwltlng . n.tmv
REPORT OF FIELD INSPECTION
PROJECT: BRAKE ASSEMBLY BRIDGE CRANE
Kenworth Seattle plant
Permit #D98 -0278
September 9, 1998 OUR REPORT NO.: 715 - 88397 -5 (Page 1 of 1)
Inspector: L Miller (FR100061
As requested, a representative of PSI was on -site for structural steel inspection in accordance with
AWS D1.1 -96, AISC, UBC and approved drawings.
Performed inspection of the following:
(1) Welding of column to base plates, beam to beam and stiffeners grid 3 -4 at R.
(2) Bolting verified snug tight of anchor bolts and beam to beam and column connections grid 3 -4
at R.
Reviewed by: E. Roberts, ASNT Level 111
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES, INC.
!e--reVi
Michael O'Connell
Department Manager
NDE Services
LM /tls
cc: (1) JLF CONST /S Hoeck
(1) TUKWILA BLDG DEPT
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710
•
. J 1
SEP 1 0
A Division of
`'
r. PACIFIC TEST1N LABORATORIES
SEATTLE DIVISION
(206) 282.0666• FAX (206) 282.0710
EASTSIDE DIVISION
(425) 485.4244• FAX (425) 485.4611
�. tng
Con.ulllny
Environmental
Geotechnical
Construction
• Enginoring • Toting
J.L•1. ,
REPORT NUMBER FR 15 2 5 9
PREVIOUS RPT, NO
PORTLAND CS DIVISION
(503) 254.8418 • FAX (503) 252-5608
TACOMA DIVISION PORTLAND FORENSICS DIVISION
(253) 589-1804 • FAX (253) 589.2136 (503) 232-7852 FAX (503) 232-7886
SPOKANE DIVISION
(509) 535-3571 • FAX (509) 535-1267
PENINSULA DIVISION
(360) 297.8821 • FAX (360) 297-8828
MAILING
ADDRESS
PROJECT
LOCATION
ATTENTION:
l Sk/le ia� �.
/,
orau
PA
PURCH. ORD.
NUMBER
REPORTED L,z i y7—JDATE .L�L'gg
REVIEWED
BY DATE
PERMIT CERTIFICATE� -•
NUMBER NUMBER �J
ARCHITECT
ENGINEER
CONTRACTOR
0-4(,, Aar) .ce."2,),/-4,/:9, p4et
SeJ-
,--�1 ,�S
ASTM TEST METHOD (AS APPLICABLE)
MODIFIED YES NO _ EXPLAIN:
EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE)
WORK CONFORMS YES .Y NO _.
This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit-
tal to a third party, by any means, except in full, without the written permission of Pacific Testing Laboratories, is prohibited."
This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made
within the defined scope of the work. Certification shall not • • d to represent ins.-. ion, approval or acceptance of
other associated work or a warranty of design or wor " e specification ro ire•.
Certified - port r y , 'P
Pacific Testing a • or. to .k;- ���5��.� DATE
FIELD CONTAC ltlfl !ITS ° DATE
HOURS `M
MILE -
AGE
COST CODE
ON
OFF
ST
OT
...
Gii
d
? %
` Alp
Contract Min. 1 TOTAL HOURS
Chargeable Hours
- it Inforinatid
i ° .To Build On
Engineering • Consulting • Testing
SEATTLE DIVISION EASTSI DE DIVISION
(200) 282.0668 FAX (206) 282.0710 (425) 4854244 FAX (425) 485-4611
TACOMA DIVISION
(253) 589-1804 FAX (253) 589.2136
PORTLAND CS DIVISION
0898
SPOKANE DIVISION
(503) 2548418 FAX (503) 252.5608 (509) 535.3571 FAX (500) 535.1267
PORTLAND FORENSICS DIVISION
(503) 232.7852 FAX (503 232.7886
PENINSULA DIVISION
(360) 297.8821 FAX (360) 297.88
CLIENT
ADDRESS.'
ATTENTION
P.O. NO':. ..
PROJECT • •
l.�i
'd ,�
"
.o-._.
FILENO :,:.: :_
PERMITNO.
CITY;,:,: .
ENGINEER.-
ARCHITECT:.
CONTRACTOR
PROD: ADDRESS
1% 20 .
DATE. -
FOS NO:
i ' Gtr
-
, - -.r . ,q9y
-
r't,< -c Air 0,._,,
ie.l'c2"
ULTRASONIC EXAMINATION REPORT
Specification No.: AWS D1.1 -96 / NDE
Standard No.: AWS D1.1 -96 Table
Calibration Standard: IIW Type 1
-UT
6.
2
-2
Material Alloy: C S
Material Thickness:
Ref. Dwg /detail: • 0
0.
Weld Joint:
Weld Process:
.bCJ
DSC
4
• I
. ns =near side; fs =far side, Tf = -top flange; Bf= bottom flange, ‘A•-•
eb,
N;S,E,W= compass directions, t =top; bottorn,. T & Bf = top and bottom flange .
FABRICATION
10 /GRID
WELD ID
WELDER ID
QUANTITY OF WELDS
MEETS CODE
1FAILS CODE
PROCEDURE LEGEND
TRANSDUCER ANGLE
DATA DESCRIBED IN AWS D1.1
DISCONTINUITY INFO
REFERENCE REPORT NO.
t7
w
J
A - DEFECT LEVEL
B - REFERENCE LEVEL
C - ATTENUATION FACTOR
D - DEFECT RATING
SOUND PATH (ANGULAR DISTANCE)
LENGTH
DEPTH FROM SURFACE "A"
DISTANCE FROM WELD CENTER "X"
DISTANCE FROM WELD END "Y"
7-P ---V-0 NNE ;
6
4
r
�; 0-
-.7
COPIES
TO
.
OWNER':
ENGINEER
ARCHTECT
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FIELD:CONTACT:
�ff
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Equip
SN d/
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/IV _�
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DATE ::
DATE
-
.
CONTRACTOR:'. '
BUILDING.D_ EPT.:,:,- -•
Ultrasonic
Make: (%�y,,l,
Transducer:
Couplant
ASTM Tes
Test (UT
;:CON�ObRMANEE�QFiVIIORK �` }r� •
•
Daily QTY Conforming Welds
Test QTY Nonconform Welds
Summary QTY Welds
- --
‘?
—
size 5/8 "x5 /8"
od: A587 Frequency: 2.25 MHz or
'This report is provided for the information of the client only. The °production of this report, by any method, and its transmittal
to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc. is prohibited."
'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made
within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance
of other associated work or a warranty of design or workability of t1 iScation requirements."
HOURS
MILES
NAMES
ON
OFF
ST
OT
TOTAL HRS.
Certified Report by
Professional Service Industri
UE -98 -1
DATE
ee� ,�® Informatio L
/r°'°a" ®To Build On
Engineering • Consulting • Testing
SEATTLE DIVISION
(206) 282.0666 FAX (206) 282-0710
EASTSIDE DIVISION
SEP I0
);, e :n -�- •, TACOMA DIVISION
(425) 485 -4244 FAX (425) 485 -4811 ' ' r '- (253)' 589-1804 FAX (253) 589.2138 (503) 232-7852 FAX (50
PORTLAND CS DIVISION
(503) 254-8419 FAX (503) 252.5608
PORTLAND FORENSICS DIVISION
CLIENT
ADDRESS.
ATTENTION
P.O. NO.
PROJECT:
PG QcX 6 2-
,WL70" kt.4 9.e. 75 -9-
�r 2 S7"EV! !670 -k..
Mw "7-.44x
FILENO::;
PERMIT,N
ENGINEER
ARCHITECT
PROD: ADDRESS•
9998
SPOKANE DIVISION
(509) 535.3571 FAX (509) 535.1267
PENINSULA DIVISION
86 (360) 297.8821 FAX (380) 297.8828
DATE
FOS NO
7- Ngiv/Lf1
1{A4yi r' � (2,c,
,7'G f c'vNSr
F'Eo/ /1/7R6-:.,62
.FIELD REPORT
0,i, s 7rtE poi V l s-.41 I. li- Ll 67-1e 9 fo 4'i G /t/5 -0.0.f �,..- 0,-- ljv .6-
%Ae/< 5R /Dr `/ E79 2,
q; pi, /,,(e7(,4-' /7-1.-45 1✓077j 7-///9.r s '1 i F '`/1 /A,- -c 0.11Qt c
a7..l7 ANQ Nv GvPE S wrte c4r i,. -7~v 77/E ws-f3 45'P4:g
11 r. 'PA /GvLE,
0i5- asft 0 Ripf9 /leFs' wi t'/ ,-i/1 s7.•'e gc= ie 4.-D i,„taf/Z c,t' /%,F;
EQUIPMENT IDENTIFICATION AND..S/N,(AS APPLICABLE) : -, Nf
COPIES TO "
MAILED :.
INSPECTOR::: �
' I'---1-
OWNER
ENGINEER
ARCHTECT
.
CONTRACTOR ' :
BUILDING DEPT:
SUPPLIER ; :
i CQNFMAN R9Ayl J�, jK
ALL: ITEMS: INSPECTED AREA : ::
''''? CONFORMING
' ON CONFORMING
TO AP, PROVED. PLANS
FIELD'CONTACjir DATE
-
G
This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal
to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc., is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made
within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance
of other associated work or a warranty of design or workability of the specification requirements."
HOURS
MILES
NAME
ON
OFF
ST
OT
j " l/L Gzf
/1(-3 O
/700
2.
,y`
/..)
TOTAL HRS.
Certified Report by
Professional Service Industries
FR -98.1
DATE g e?
Information
/d°elt ®To Build On
Engineering • Consulting • Testing
SEATTLE DIVISION
(206) 282.0666 FAX (206) 282-0710
EASTSIDE DIVISION
(425) 485-4244 FAX (425) 485 -4611
TACOMA DIVISION
(253) 589.1804 FAX (253) 589.2138
CLIENT
ADDRESS
ATTENTION
P.O. NO. ^V_ rtal : 5± J E.
LPROJECT: j1tN:ud�2Y �/<v.�i X -
JLF CONSTRUCTION
PO BOX 62
MILTON WA 98354
STEVE HOECK
rR 7794
PORTLAND CS DIVISION
(503) 254.8418 FAX (503) 252.5608
PORTLAND FORENSICS DIVISION
(503) 232.7852 FAX (503 232-7886
SPOKANE DIVISION
(509) 535-3571 FAX (509) 535.1267
PENINSULA DIVISION
(360) 297.8821 FAX (380) 297.8828
FI NO
PERLE MIT
ENGINE
ARCHITE
CONTRACTC
PROD: :ADDRESS>
7- /S--SS
FOS' NO:" .�
7 y few/ L}4 w,4
A G /WA- ��>�G t nic`E,e /0✓6
MAC c= NAi ?AY
-FIELD REPORT
2,t, SITS' F'/� f//s i. '-
4A-9 0/7s//1 lot-re E
r s7Z'w 0 pR/}svi//.,-c=
c i7i, 7 /ate' /95 PE/e
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EQUIPMENT IDENTIPi CAT! ON ANDS /N`(AS'APP.LICABLE):.'( "'IC-(
COPIES TOAUG-
' :; a
!. 1 ^
l -
nt'C TE'
.2
6 MAILED ,
INSI?',ECTOR:'.:
OWNER ,
ENGINEER.
ARCHTECT
CONTRACTOR
BUILDIG DEPT'.
SUPPLIER '��
„ .. ,..
��
C�GNyFO,R,,MANCEO
ALL ITEMS;INSPECTEDzA
a� L CONFORMING
NON CONFORMING
TO.'AP,'!?R.VED,PLANS
WO
;:
Fl D •NTACT:. DATE
II_
"�� - �.
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:
tom. - ,-�
"This report is provided for the Information of the client only. The reproduction o this report, by any method, and its transmittal
to a third party. by any means, except in full, without the written permission of Professional Service Industries, Inc., is prohibited."
This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made
within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance
of other associated work or a warranty of design or workability of the spec cation requirements." /Th
HOURS
MILES
NAME
ON
OFF
ST
OT
I, /11%` l41: f
/ r '
/67 0
I)
45*
Lt
TOTAL HRS.
Certified Report by
Professional Service Industries
FR -98 -1
tr. r4 DATE
i
e%. zi-eg
arrarr"ff47 Inforrnati€
.To Build On
Engineering • Consulting • Testing
SEATTLE DIVISION
(206) 282.0868 FAX (206) 282.0710
EASTSI DE DIVISION
(425) 485-4244 FAX (425) 485-4611
TACOMA DIVISION
(253) 589.1804 FAX (253) 589.2136
PORTLAND CS DIVISION
0863
SPOKANE DIVISION
(503) 254 -8418 FAX (503) 252.5608 (509) 535 -3571 FAX (509) 535-1267
PORTLAND FORENSICS DIVISION
(503) 232.7852 FAX (503 232.7858
PENINSULA DIVISION
(360) 297.8621 FAX (360) 297.8928
CLIENT
ADDRESS • '
ATTENTION
P.O. NO..
; PROJECT .
1
FILE NO. •
PERMIT NO.
CITY;:.: _ ..
ENGINEER
ARCHITECT
CONTRACTOR
PROD: ADDRESS
',J5—-3,
DATE
FOS NO.
9- - •-)8
j
0, 7 /Q /FJr'
4Y/9a w 9' 35f`—
c ,r, cv
p 4 -",
,- 1 Z 5 IrE �
pc,e
r ..
Tt..r
kE" v.o127`�
5c--42i
ULTRASONIC EXAMINATION REPORT
Specification No.: AWS D1.1 -96 / NDE -UT
Standard No.: AWS D1.1 -96 Table
Calibration Standard: IIW Type 1 n
-2
6.
Material Alloy: -- CY
Material Thickness:
Dwg /detail: —
%2 -'
Weld Joint: CJf/
Weld Process:
f io,-
2 ( DSC(ViRef.
. ns =near side, fs =far side; Tf •= top.flange; Bf=bottom.flange, Wb= Web,.N,S,E,W= compass directions;.t =top, bottom; T & Bf = top and bottom flange . .
FABRICATION
ID / GRID
WELD ID
WELDER ID
QUANTITY OF WELDS
MEETS CODE
FAILS CODE
PROCEDURE LEGEND
TRANSDUCER ANGLE
DATA DESCRIBED IN AWS D1.1
DISCONTINUITY INFO
REFERENCE REPORT NO.
LEG
A - DEFECT LEVEL
B - REFERENCE LEVEL
C - ATTENUATION FACTOR
Z
F
1-
F
u-
w
LL
W
O
0
SOUND PATH (ANGULAR DISTANCE)
LENGTH
DEPTH FROM SURFACE "A"
DISTANCE FROM WELD CENTER "X"
DISTANCE FROM WELD END "Y"
,vrltlfl_
I-4- G
r/
'Z
✓
(
„ea
/— z
/-. 2,
.57.;
5'
,,,/LA/X,C
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pi
2-
V
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7a°
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r� G it
r -
r,
2,
'`I
)'I
S�
COPIES
ti.,r'
-. - •
TO
AUC,
OWNER
E,NGINEER
AliCHTECT,.__
MAILED::
INSPECTOR
DATE:d SS- -/' fc- rj A--
6
...
•
CONTRACTOR .
BUILDING DEPT:.:.. ''
.,• •
FIELD CONTACT:
DATE
Ultrasonic
Make:
Transducer
Couplant
ASTM
Test ( UT ) Equipment
k111 SN /375—
•
�z ";k CO N ORMy ACE O F , 0 RK °T
, y:f- . kti L N 3.-. .. -. 1L= 'o%J..... :.., :
Daily QTY Conforming Welds 62
Test QTY Nonconform Welds 0.
Summary QTY Welds
s•
Test
size 5 /8 "x5 /8" SN
0 L%k9 ‘:-4'L
J ?J2c#4'-
-.',
Method: A587 Frequency: 2.25 MHz or
'This report is provided for the information of the client only. The'eproduction of this report, by any method. and its transmittal
to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc. is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made
within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance
of other associated worts or a warranty of design or workability of the specification requirements." 7--1
HOURS MILES
NAMES
ON
OFF
ST
OT
/�
2- ; �'%/ZL b / t j53 J 0
TOTAL HRS.
Certified Report by
Professional Service Industries
UE.98.1
DATE � Zr`?i e
aph Informatic
as'a1' N ®To Build On
Engineering • Consulting • Testing
SEATTLE DIVISION
(206) 282.0668 FAX (206) 282.0710
EASTSIDE DIVISION
(425) 485-4244 FAX (425) 4854611
TACOMA DIVISION
(253) 589.1804 FAX (253) 589.2136
{ c.. E 0862
PORTLAND CS DIVISION
SPOKANE DIVISION
(503) 2549418 FAX (503) 252.5009 (509) 535 -3571 FAX (509) 535.1267
PORTLAND FORENSICS DIVISION
(503) 232.7852 FAX (503 232.7886
PENINSULA DIVISION
(360) 297.8821 FAX (360) 297.8828
CLIENT
ADDRESS :.
ATTENTION .
P.O. NO • :
PROJECT..
JLF CONSTRUCTION
PO BOX 62
MILTON WA 98354
STEVE HOECK
_
Verbcd )-e v e,.
FILE :NO :. '
7/...C-98.3.97
DATE
FOSNO.
/3- 9S5-
PERMITNO.I
/
CITY
ENGINEER
ARCHITECT = '
CONTRACTOR .
P,ROJ. ADDRESS
pVj/Jw,l/9 v-11"
4-/'M ( -7","E RA1, -
r
_ att.
KF.vw4(e7j/
S' 9 c
ULTRASONIC EXAMINATION REPORT
Specification No.: AWS D1.1 -96 / NDE -UT -2 Material Alloy: c`S Weld Joint: C-71'
Standard No.: AWS D1.1 -96 Table 6. Material Thickness: // // Weld Process: /Vb.,/
Calibration Standard: IIW Type 1 f 2 ] DSC 'JlRef. Dwgldetail: --
. ns =near side, fs =far. side, Tf = top.flange, Bf=bottom flange; Wb =Web, N,S,E,W= compass directions, t= top;:bottom, T.& Bf = top and bottom.flange:: 7
FABRICATION
ID /GRID
WELD ID
w
o
J
W
N
o
3
u.
O
F
z
Q
�
o
MEETS CODE
FAILS CODE
PROCEDURE LEGEND
TRANSDUCER ANGLE
DATA DESCRIBED IN AWS D1.1
DISCONTINUITY INFO
L......._........_.w.REFERENCEORT NO.
LEG
A - DEFECT LEVEL
B - REFERENCE LEVEL
C - ATTENUATION FACTOR
D - DEFECT RATING
SOUND PATH (ANGULAR DISTANCE)
LENGTH
DEPTH FROM SURFACE "A"
DISTANCE FROM WELD CENTER "X"
DISTANCE FROM WELD END "Y"
3p vril r
T t of
1-- .J 9I-
li
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z
✓
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70 :'
70°
,•.'2,
r Z,
i.2-
52
Sz
SZ
'O4 it /-A
S o4 ST
T ' f
M
..
v
f
70 �
COPIES TO" • MAILED: •
INSPECTOR •' ,= •
FIELD:CONTACT:
- '_ Jyi
DATE ::? 3' -/3. 1 ,5'
DATE:; :::
-i..
OWNER.
ENGINEER •
ARCHTECT
• • -
CONTRACTOR:: S,; .`;.
BUILDING.DEPT ::"
-
'.
Ultrasonic Test (UT) Equipment
} .l CONrORMANCEzQFjlN ftK rzw
Make: 1 .V SN /375—
Daily QTY Conforming Welds _6,
Transducer size 5/8 "x5/8" SN / 7/ 2.0
Test QTY Nonconform Welds p_ _ _
Couplant u l j liaS .
Summary QTY Welds
ASTM Test Method: A587 Frequency: 2.25 MHz or
This report is provided for the information of the client only. The eproduction of this report, by any method, and its transmittal
HOURS
MILES
to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc. is prohibited."
NAMES
ON
OFF
S(T.,
OT
'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made
s., r-VL Lt f:
5 2 0
13Cit
7"
2.C.)
within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance
of other associated work or a warranty of design or workability of the s�ciScalion requirements." _. TOTAL HRS.
Certified Report by
Professional Service Industrie
UE -98 -1
DATE
•
FILE COPY
,`rlcferstAnd that the Plan Check aoorovals are
;;orfilect tr errors and omi:: ;-,of = and approval of
Is not authorB2t, violiilon of any
viopted cocle
or ordioancl-f. of coo-
1 :ractor's copy of approvedpiar6 6cknovvledged.
By
Data
KENWORTH TRUCK COMF
8801 EAST MARGINAL WAY SOI
TUKWILA, WA 98108
Tel (206) 626 -4862 Fax (206) 767 -8577
VICINITY MAP
KEY PLAN
0
0
66Ed!
Mai I�-e6Eid - -
41?,b 4
II _
6588.3
SUE: NONE
CODE SUMMARY
BUILDING CODE 1997 NOON OUEDNO CODE
O CUP' CC CROUP -- F -1
CC SCRUCION FYPE 1 -
FLOOR AREA 197650 SF
MEND MGR16 FEET
100 PRNCCTIC 6---- -- -- --- ------ SPRINKLERS
6479009 W*IS NOW •
• WEPEIOENC 2- STORY STRUCTURES (OFFICES MaO ROSE ROOFS) ARE LOCATED MRM OUIDOO'
NOT PRET, II= STRICTURES ORE UNAFFECTED 81 THIS WORK
SCOPE OF WORK:
igtiFlCATEN S ARE 10 FLO9R- IIONRR1 EOIAPMENT MOM COSTING 91RD9NG DAVCPE
RELOCATE COSTING 250 LB BRONX CRONE 10 SURF NEW PRODUCTION UNE ARRNICE 041.
5LPPOR7 OREM 9119 STFF1. FRN10 RESTING ON FLOOR SUB. NOEPDAOIT Cr
mow STRICTURES
WPIADE 1107 PORTION Oi ME 2 109 AXLE TACK MODE CRANE WHO WAS REL009 DURING
PRE9OO9 PANT RECOMCUIWON. USE (551MO CONKCTIMS TO SUPPORT RAILS TROY
LADING AT UMW. LOCATION.
ESTIMATED CONSTRUCTION COST:
68861• :762240
Eta_Z t 15,490.00
DRAWING O.
TITLE
REVISIONS
REVISIONS
REV
GATE
BY
APP'D
DESCRIPTION
REV
DATE
ay
APP 'D
OeSCEIP n0N
A
8.1296
RUl
ISSUED FOR PDOIR
REV
DATE
97
APP'D
PRELIMINARY ISSUE
RUCK COMPANY
RGINAL WAY SOUTH
LA, WA 98108
62 Fax (206) 767 -8577
CODE SUMMARY
BNOC4G COOS 1997 UMEORY DATING CODE
OCCIPANCY CROUP E -1
COrJS11R000aN TYPE 11 -
ii00R AREA 181 r'
D1l sr
lECHT-------------
STOW - — — ONE •
NZESSOIUTY REOURCY04TS NOT AFFECTED
ITRE PROTECDONSPRINKLERS
NT040R RAE1S 1401E •
SONCIIRAL RULE STEEL
' '4001040047 2- STORY STRUC1URLS (PNC9ES AND RGS7 BOOS) ARE LOCATED 9111N MONO
7001 PONT. *ESC STRUCURES APE UNVTECTED BY INS WORK.
SCOPE OF WORK;
eta 1;
140DTGG»4$ ARE TO FLOOR- UWWNTED E01.IPROR 11114N 91401NC BIILDNC ENAECPE
POLCUE OWING 2S0 ID BRIDGE CRANE 10 SCAT NEN PRODUCTION LNE ARRANGE 040.
NPPCRT BRAM KIN SIM. FRAU( MONO ON 793OR sue. RDEPOCO(T OE
ORONO STRUCTURES
MFA t.
WAKE TNT PORTION OF OE 2 TON A2LE TACK MCC OWE 54g1 WAS REMOVED DURING
MEATS PLANT REDONTYXIRATION. USE E0ST'4 C(NNEC1016 10 SUPPORT RAYS 7804
BOAC AT ORICTIW. LOCATION.
ESTIMATED CONSTRUCTION COST;
00 1 1 7.82200
IErs) 115,491.00
v
co
xAROr
,'' +� 17328
881ONAL &t, J!
L-: iRES: 5/15/ Q)
tia
DRAWING INDEX
mac C M .
UMW IRE
REV
MATE
GENERAL
1404 -C1
CG+FR SHEET MO DRAM 94009
STRUCTURAL
I404 -51
COON. NOTES
1404-52
BAKE ASSORLY BROCE OWE - AKA 1
1404 -S3
BRALE ASSONN3' BOCCE OWE - NEA 1 ..
1404 -S4
AXE TICK BRIDGE - AREA 2
A
CIl� ° �j�U - p
- A PP
\AI it AO
.J
•
ION
A 8.1238 8040
ISSUED FOR PERMIT
REV
DATE BY
APP'D
PRELIMINARY ISSUE
1
�Z t)UL'b1..1 v..
D�.oz7
SCALE NTT 1.10 AY YR Harris Group Inc.
DRAMN BY J7T 7 S1 1 96 ,
0.0 041(0 BY
ENGINEER Or
ENG CNK'O BY
APPRO7ED
KENWORTH TRUCK COMPANY
MANUFACTURING
ENGINEERING SUPPORT
DATE
COVER SHEET AND DRAWING INDEX
PROJECT
98 -1404
DRAWING NU "DER
1401 -01
IREVQ
•
T
CONSTRUCTION NOTES;
A.
t. G0 0R1wIG MOE: 1997 UN'ORO 01JUIG 000E (U90).
AOOTANYL CODES AND SPECFICAIONS 00VE0W1G TWS WEAR ARE
NCLIRED N THESE 4015.
2. SITE DESCRIPTOR MOLL WILL BEN 9N COMIC BUILDING
COORONNE TOW WITH MOM OPERATORS TO 0061121
DISRUPTING.
3. ROD VFROICATOR: RID VERIFY E1051NG Dumas.
OEVArm. NA DETAILS PRIOR 10 FAORIGTION OR CONSTRUCTOR.
DNEGONS. EIEVATIOS, AN0 DETALS OF EDSTF0 STRUCTURES
DEMOTED BY (RE) An INCLUDED FOR R[FFFEEICE ONLY NA 9102
NOT REFLECT AMYL FELD CONDOOG. NOTIFY MICR OF
DISCREPANCIES OR N16S06 BEFORE SHOP DRAWFIG SUBIRTALS.
4. SUBSTATIONS (ABJECT TO APPROVAL BY MUD:
SUBMIT 51BS71TV106 FOR 5PECIFED PROOUC15 PRIOR TO 60.
NCIUDE DOCUMENTATION =FACTORY TO OMFA TINT SIBS IIVUON
6 NODAL OR BETITR WS SPECf9FD PRODUCT.
S SHOP CROW SUBINITAL4 ROC TWO POTS OF STRIP DRAWINGS
FOR RENEW BEFORE FA IDATOL
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SIOR60 TO PERFORM THE WORK.
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2. SEISM ZONE 3 (ERG)
3. SNOW: 25 P5F ROOF 1090
C.
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0. CODE OF SWCARD PRACTICE FOR STEEL GMT= NO
BADGES MSC. 1965
a STRUCTURAL WELDING CODE - STEEL MIS 01.1
2. 1N1E9VS
a SHAPES, PLATES. NEI BARS: A51L A 36 TYPICAL
b. PIPES ASIU A 53. TYPE E OR S. GRADE 8
C TUBES: AS19 A 500, NUDE B
3. BOUND
a BOLTS: AST11 A 325-N. USE 3 /A' ON UNLESS
MANSE NOTED.
1. HITS: AST I A 563. HEM NEC
WASTERS: AST I F 436. PLAN HARDENED.
6 USE 4A3101Y 1MIBEt OF BOLTS FOR ENE DEPTH OF
TIMER AT DOUBLE NLEE 91,0 51EAR DV8 CO0EC110NS
UNLESS OTHERWISE TOTED.
a MY P0E1E59011 AIL BOUS.
L USE DRILLED NALFS FOR nap BO1216 TO 0OSTNO STELL
4. MUM
a AL 161DNG 9811 BE PERFOWED BY VOW CEITEIED CEDERS
0. *WIC ELECTRODES 5NE1 BE E70iX LOW 1BUR0GEL UNLESS
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c. FILLET WOOS SHALL BE NSPECTFD BY CAIN. NSPECTgN
6 ALL FILL POLTROON WELDS SHALL BE N5'EC11D BY ILIRASO 10 9076.
S SU016T DETAILED SHOP DRAWINGS TO THE OVMER FOR RENEW.
FABRICATE USING REVIEWED SHOP DRAWLS
6. =CLETE RUNT PERETRAIgN WELDS WILL KOOK SPECW. NSPECIION.
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0. PLATE OR CO RASHERS: ASTM 97736
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ACTIVITY NUMBER: 0 98 - o2--2 8 DATE: ? -i3 ° i8
PROJECT NAME: /Se,),-..n.:,0.--/-4 L Co.
X Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
1 51'L
B ilding Division 7 ire Prevention
402 8--1 -1'5 P 9 --gro
Public Works -* Structural
,,P,S 4, $-1N -47ff
Response to Incomplete Letter
Revision After Permit Is Issued
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete n
Incomplete
Plannin bivision
Permit oordinator
DUE DATE: F - J9 -9g
Not Applicable
Comments:
TUES /THURS ROUTING:
Please Route n No further Review Required
Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra)
n
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 91 -/.5"--
1 �3
Approved n Approved with Conditions
Not Approved (attach comments)
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION:
Approved
DUE DATE:
Approved with Conditions n Not Approved (attach comments) n
REVIEWERS INITIALS: DATE:
\PR-ROUTE.DOC
6/98
08/11/1998 21:51 2538746842
•
I r 5.052.niur (ar47)
JLF CONSTRUCTION
,— I)rt vl :1itd I)i'.pl:n' C�riili� arc
PAGE 02
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1 JLFC0I *081RW 06/10/1999
EFFECTIVE. DATE 12/16/1992
J L F CONSTRUCTION INC
PO BOX 430
MILTON WA. 98354
U) Jt And I)ihpiap C otiti.aue
REGISTERED AS PROVIDED BY LAW A$
CONST CONT GENERAL
REGIST. # EXP. BATE
CCO1 JLFCOI *081RW 06/10/1999
EFFECTIVE DATE 12/16/1992
J L F CONSTRUCTION INC
PO BOX 430
MILTON WA 98354
Signature --'" "•��"`
- - free v�—
Issucd by DEPARTb1)ir4'(OF LABOR AND INDUSTRIES
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
RECEIVED
CITY OF TUKWILA
AUG 1 3 1998
PERMIT CENTER
D98-O8 •