HomeMy WebLinkAboutPermit D01-285 - CITY OF TUKWILA - MINKLER SHOPSMINKLER SHOPS
600 MINKLER
BOULEVARD
EXPIRED
D01 -285
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
(206) 431 -3670
Parcel No: 252304 -9070 Permit No: D01 -285
Address: 600 MINKLER BL Status: ISSUED
Suite No: Issued: 09/18/2001
Location: Expires: 03/17/2002
Category: AWSE
Type: DEVPERM
Zoning: TUC
Const Type: Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1997
Units: 000 Fire Protection:
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: W Slopes: Y Streams: 2
Contractor License No:
OCCUPANT MINKLER SHOPS Phone:
600 MINKLER BL, TUKWILA WA 98188
OWNER CITY OF TUKWILA
6200 SOUTHCENTER BLVD, TUKWILA WA 98188
CONTACT TOM PULFORD Phone: 206 433 -0179
6300 SOUTHCENTER BLVD, TUKWILA WA 98188
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Permit Descri ption:
STRUCTURAL STEEL BAND -AID TO TIE TILT UP CONCRETE
PANELS
********* *************************** ** ** *k* *** *k* * **k:kk * * * * * **k*• **,;(**k **k * *** *•k **
Construction Valuation: t 10,000.00
PUBLIC WORK PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access %Sidewalk /CSS: N
Loop Hydrant: N No Sizetin): .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, l•*****• k******************* k** A***** k***** **k *** ***k* * **k ***** **k *k
TOTAL DEVELOPMENT PERMIT FEES: $ 303.56
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Permit Center Authorized Signature:
0a Date:
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 pf work. I am authorized to sign for and obtain this
development p
Signature:
Print Name:
riv‘
Date q,16-2.00\
This permit shall become null and void 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.
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ddress: 600 MINKLER BL
Suite:
enant:
Type: DEVPERM
Parcel #: 252304-9070
Signature:
CITY OF TUKWILA
Permit No: D01 -285
Status: ISSUED
Applied: 09/05/2001
Issued: 09/18/200.1
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Permit Conditions:
.No chan will be made to the plans unless approved p pproved by the
Engineer and the Tukwila'Bui ldin,g;.Division.
When special inspection, is:'required either the owner,
:architect or eng beer shall notify the' Tukw;i l a Building
Division of appointment of the inspection agencies prior to
the first building inspection. Copies of. all special
inspection reports. shall' be submitted to the Building
Division < in a timely`' manner. :..Reports shall contain ;Address,
.proJect: name, :per�mi t number and type of inspection be ing
performed ;
.The *eci a l inspector shall' submit a f i n a l signed report
sta.tlfiq .whether.,�'the work :requiring special inspection was;
� best of: the inspector's knowledge, in conformance '.
o `th- t approved 'plans '_and specifications and the applicable'
tTkrnanship } rov•isions of the UBC
,1 1 1 1 construction ta,be done i n conformance with ,approved
fiins and requirements :off the Uniform Building Code (1997
f t i on) 'as, ame'nded., ` Uniform ; ''fechan i ca l Code (1997 Edition)
d Washington St$ate Energy Code :{ 1997 Edition) .
!a}lidity''of Pe.r.m'it. The i_ssuanc,eof. a Permit or approval
l,,ns, spec f i catrions and computations ,,'sha l l not < be con -
tnued to be a Permit for or an appr.ova of, any vi olatio
ri 'any of the provisions of the bu i l d i nq':code or of any
other 'ordinance of the jurisdiction. No permit presuming'to
•
gi et author:'ity to violate or cancel the provisions of- this
code shail be valid.
11\ permits, inspection records, and approved plans shal `be
avail'a'ble at the}•job site prior to the start of any con..
struct on . These 'documents are to be maintained and avail-
able u t;il final inspection approval is • granted -
All structural welding shall be done by W.A.B.0. certified
welders and:,sspecial inspected (USC.,- Sec. 306(a)5).
'Bolts installed in concrete shall be special inspected
(UBC Sec. 1701.52).
I , hereby certify that I'- have read these conditions and will comply
with them as outlined. 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 p ovisions of any other work or local laws
regulating construe for or the performance of work.
Date: T-/e-riail
Project NamelTenant: I A, l �6 _ li
%. SP 5tm� .. d t
Valu f � o 1 �V _,,
Building Square Feet: '245/J0 existing No. of Stories: k Area of construction (sq ft): 7 4. , L , Ff.
Site Addrffiss (include_ sui 14 te uri mbpr)� �
, h-
City State/Zip:
Tax Parcel e 2 7 �L
I 46
Phone:
0 76
Property Owner:v^"+ C�' �.^ i � t �
in the building? ❑ yes no
X 11 paper indicating quantities & Material Safety Data Sheets
Street Address:
City State /Zip:
Fax (I:
Contractor :` ,
i
Phone:
Street Address:
City State /Zip:
Fax It:
Architect:
Phone:
Street Address:
City State /Zip:
Fax II:
Engineer: II
Phone:
Street Addressi 5 S r/- r
1!, City /Zi
Fax 11:
(p r .- -- p:
l
Contact Pers TuLc ep
Phone:
Street Address: , crii,t_v o ,
1 6i 6te /Zip:
Fax it:
Descri tion of w rk to be d one (lease be specific):
e_ �� g 0 C � `tt) - m t. 'T t 1.'T (-41 j, c . r k i..5s 1
Existing use: ❑ Retail ❑ Restaurant El Multi - family ❑ Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ,) El Office
CI School /College/University Other Gt 1 el `7 S4
Proposed use: ❑ Retail ❑ Restaurant Cl Multi - family Cl Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel 'I CI Office
7:1 School /College /University ,Other GC( 55 _______
Building Square Feet: '245/J0 existing No. of Stories: k Area of construction (sq ft): 7 4. , L , Ff.
`
Will there be a change of use? r_ yes L no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes I no
Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm none ❑ other (specify)
Will there be storage of flammable/combustible hazardous material
Attach list of materials and storage location on separate 8 1/2
in the building? ❑ yes no
X 11 paper indicating quantities & Material Safety Data Sheets
tstts
Date application accepted:
t
'ipernnit.doc
CITY OF TUA - `''ILA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Project Number:
Permit 01 JOS
Commercial / Multi - Family Tenant Improvement / Alteration, Permit Application
Application and plans must be complete it; order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews ma be determined b the Public Works De•artment)
❑ Channelization /Striping
❑ Fire Loop /Hydrant (main to vault) #:
❑ Land Altering 0 Cut
❑ Sanitary Side Sewer II:
❑ Storm Drainage ❑ Street Use
❑ Water Meter /Exempt It: Size(s):
❑ Water Meter /Permanent # Size(s):
❑ Curb cut/Access /Sidewalk
Size(s):
cubic yds. 0 Fill
❑ Sewer Main
❑ Water Main
❑ Flood Control Zone
cubic yds.
Extension
Extension
0 Deduct
❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous 0
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to
possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 clays following the date of application shall expire by limitation. The
building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application expires:
��-5
Application tlkelt by,: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
iUtstickt+�. y%+�1i'x''tii. 'ti:hniS�,i ":i1.+a1 F.i- •ti�5 +;i 1:11'ir`r.1.4�iSri�i a'i�X1: {tiiti:.�,`uJS -iai awe to S «:7dt tiyYY.;dfat 6!.. .��3a:', t�: , ;dsvbe.. • alto
.t. .M• A . '' SC , : wii s Ar, ucrer5+ 6 '.5't2:ti5ertiwri�'��SL.,...WS,rx-
BUILDING O
R AUT
D AGENT:
Signature:
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Date:G'r , . ro
Print name:
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Address /"_
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APPLICATIMS MUST BE SUBMITTED WITH THE • LLOWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENINEER
ALL DRA I IES *3 F' 'ALL'' E AT A LEGIBLE SCALE AND NEATLY DRAWN
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 Z
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use LU
only)
11. Location and gross floor area of existing structure with dimensions and setback U O
12. Lowest finished floor elevation (if in flood control zone) c
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W
171 CI Floor Floor plan: show location of tenant space with proposed use of each room labeled to
WO
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site °
�
El ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z H
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O
rack. Structural calculations are required for rack storage eight feet and over.
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❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ 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.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ 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.
❑ ❑ 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 999 Third Avenue, Suite 700, 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
11/30/00
clperinil. doe.
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TUI(WILA, >. TRANSMIT
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Pavruent Method ACCT, ., Nota f: ion: 303.00.594.190.6 SKS
, Perm Na: D01� -235 Tyne: DEVPER14 DEV1 LOPMLNT PERMIT •
P Na; 25230.4. - 070
e. Address: 600 ?IINKLE.R. -
Total .Fee :.. . 303.55
This Payment 303 .:56 Total ,A . L, pmts: 30 .. 5€
B a1"ance : .00
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Ac C,od C sdrA ipl:lan Amount
0 00/Z 22.100:; .':`. "BUILDING .. - i' , .. ONRES 181.25
{1 00'J345.8:30 PLAN CHECIt NONRES 111.81
0 O0/38a .90 STATE; BUILDING. . SURCHARGE 4.50 ,.
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Project;
Type of Irrption:
AedrDsb ik. ei e„ ( a
Date calle
i 0,
Special instructions:
1 - 0 ill ' 5
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Date wanted.
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RemMer:
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Phone:
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INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
Do ---
PERMIT NO.
(206)431-3670
COMMENTS:
LS a 4,4-e
a-4,1d 4,
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‘41 4') l /if" 12/
2 47i fr-04,,, (Z,-
,61//s
Corrections required prior to appr
1:1 $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
• • . itfee.. 4 4
1
City of Tukwila
Minkler Building
Connection Repairs:
Structural Calculations
August 2001
Reid iddleton
RECEIVED
CITY OF TUKWII A
SEP 0 b 2001
PERMIT CENTER
oozes
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City of Tukwila
Winkler Building Connection Repairs:
Structural Calculations
August 2001
EXPIRES 03 / 06 / OL I
RECEIVED
AUG 3 1 2001
TU KW I LA
PUBLIC WORKS
Prepared by
Reid iddleton
728 134th Street SW, Suite 200
Everett, WA 98204
425/741 -3800 (Fax 425/741 -3900)
File No. 26 -99- 018- 001 -01
Reid iddleton
728 134th Street SW • Suite 200
Everett, Washington 98204
Ph: 425 741 -3800
fax 425 741-3900
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728 134th Street SW • Suite 200
Everett, Washington 98204
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728 134th Street SW • Suite 200
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Tom Pulford
6300 Southcenter Boulevard
Tukwila, WA 98188
RE: Permit Application No. D01 -285
600 Minkler BI
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the
Building Official under the provisions of this code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work is
commenced for a period of 180 days.
Based on the above, you are hereby advised to:
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final
inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit
or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to August 4, 2003,
your permit will become null and void and any further work on the project will require a new permit and
associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefani pencer
Permit Technician
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Xc: Permit File No. D01 -285
Bob Benedicto, Building Official
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 - 3665
714s'br2a+a0uau urar' Okre#4*.=
04 V.+04s + s`ai�'�� r.i�xruL: tea%'• rr� +�R'�41•�;a:rr,�a6:;,i:'�;',
Dear Tom:
January 7, 2003
City of Tukwila
Department of Community Development Steve Lancaster, Director
Mr. Tom Pulford
Project Manager
City of Tukwila Public Works Department
6300 Southcenter Boulevard, Suite 101
Tukwila, WA 98188
RE: Request for Extension — Permit No. D01 -285
Minkler Seismic Upgrades — 600 Minkler Boulevard
This letter is in response to your written request for an extension to Permit No. D01 -285. The City of
Tukwila Building Division will be extending your permit to August 4, 2003. Please be advised that this
will be the only extension granted for this project and no further notice will be given prior to expiration
date. A new permit and associated. fees will be required after the above -noted expiration date...
If you should have any questions, please contact our office at (206) 431 -3670.
Sinc
Robert Benedicto
Building Official
RB /sks
File:. PennitNo.;D01 =285
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
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Stefania Spencer - Permit #. D01- 285 - Minkler Seismic Upgrades _. , Y
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From: Tom Pulford
To: Spencer, Stefania
Date: 1/7/03 8:41 AM
Subject: Permit # D01- 285 - Minkler Seismic Upgrades
Please extend the permit 180 days as allowed and if approved by the Tukwila Building Official. We
understand that this is a (1) one time only extension.
We have had the consulting engineer review the contractor's alterations as requested by the last
inspection and have prepared a letter to the contractor to make corrections.
If you have any questions, please contact me a 206 433 0179.
Benedicto, Bob; Shelton, Brian
o1 42�d -
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1 40--.4")x- 41 -/ 6-
January 7, 2003
Mr. Tom Pulford
Project Manager
City of Tukwila Public Works Department
6300 Southcenter Boulevard, Suite 101
Tukwila, WA 98188
. Request for Extension — Permit No. D01 -285
Minkler Seismic Upgrades — 600 Minkler Boulevard
Dear Tom:
This letter is in response to your written request for an extension to Permit No. D01 -285. The City of
Tukwila Building Division will be extending your permit to August 4, 2003. Please be advised that this
will be the only extension granted for this project and no further notice will be given prior to expiration
date. A new permit and associated fees will be required after the above -noted expiration date..
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
Robert Benedicto
Building Official
RB /sks
File:
Permit No. DO1 -285
January 7, 2003
Torn Pulford
6300 Southcenter Boulevard, #100
Tukwila, WA 98188
RE: Permit Application No. D01 -285
600 Minkler Boulevard
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the
Building Official under the provisions of this code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work is
commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Stefanie Spencer
Permit Technician
Xc: Permit File No. D01 -285
Bob Benedicto, Building Official
City of Tukwila
Department of Community Development Steve Lancaster, Director
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final
inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit.
or last inspection; or if the project should be considered abandoned. .
If such determination is made, the Building Code does allow the Building . Official. to: approve a. one -time
extension up to 180 • days. Extension requests must be in writing and provide satisfactory: reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do mot cail the above inspection or.request and receive an extension prior to February 4,
2003, your permit will become null and void and any further work on the project will require a new permit and
associated fees.
Thank you for your cooperation in this matter.
Sincerely,
L-Oe„,„„t
Steven M Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665
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1 August 2002
City of Tukwila Building Division
6300 Southcenter Blvd.
Tukwila, Washington 98188
Project: Minkler Shops Upgrade
Address: 600 Minkler Blvd.
We herewith certify that we have completed the following special inspections. To the best of our knowledge,
the work inspected was in conformance with the approved plans and specifications and the applicable
workmanship provision of the building code.
All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete.
This report should not be considered as a warranty for conditions and /or details of the building.
Items inspected are:
1. Epoxy grouted bolted connections
Sincerely,
OTTO 12OSENAU & ASSOCIATES, INC.
Jeanne L. Parvin
cc: Tukwila.Public Works Deparment
OTTO ROSENAU & ASSOCIATES , I
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
Permit Num
Job Numbe
OTTO ROSENAU i INC.
Inspector
and Date
J. Rabe
7 -15-02
Copies to:
Form No.: T -104
Revised: 02/01
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll i=ree: (888) OTTO -4-US • Fax: (206) 723 -2221
WBE W2F9913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
CONSTRUCTION INSPECTION REPORT
Report Number. 002
Inspection(s) Performed: Epoxy bolts
Project Minkler Shops Upgrade Permit Number.
Address: 600 Minkler Blvd, Tukwila Job Number.
Client Tukwila Public Works Dept Architect
Contractor. Engineer
Conforms
Remarks
Inspected epoxy bolts at pilaster connection at grid 4.8-A line, per section D. 6" depth of embedment. Holes
cleaned with air to epoxy with Hilt HIT 150.
Reviewed by:
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except In full, without written permission from our firm is strictly prohibited.
Page 1 of 1
Owner
Contractor
Architect
x
Building Dept.
Engineer
X
Client
OTTO ROSENAU i INC.
Inspector
and Date
J. Rabe
7 -15-02
Copies to:
Form No.: T -104
Revised: 02/01
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll i=ree: (888) OTTO -4-US • Fax: (206) 723 -2221
WBE W2F9913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
CONSTRUCTION INSPECTION REPORT
Report Number. 002
Inspection(s) Performed: Epoxy bolts
Project Minkler Shops Upgrade Permit Number.
Address: 600 Minkler Blvd, Tukwila Job Number.
Client Tukwila Public Works Dept Architect
Contractor. Engineer
Conforms
Remarks
Inspected epoxy bolts at pilaster connection at grid 4.8-A line, per section D. 6" depth of embedment. Holes
cleaned with air to epoxy with Hilt HIT 150.
Reviewed by:
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except In full, without written permission from our firm is strictly prohibited.
Page 1 of 1
Report Number: 001
Inspection(s) Performed: Anchor Bolt Installation
Project:
Address:
Client:
Contractor:
Inspector
and Date
David Lyal
4 -23 -02
Conies to:
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
CONSTRUCTION INSPECTION REPORT
Minkler Shops Upgrade
600 Minkler Blvd, Tukwila
Tukwila Public Works Dept.
Permit Number:
Job Number:
Architect:
Engineer:
02 -213
Remarks
Arrived on site for bolting inspection. Job not yet ready to inspect. Contractor to reschedule.
Reviewed by:
RECEIVED
MAY 2 8 2002
COMMUNITY
DEVELOPWli\ •
...c4Z,L.,17
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm is strictly prohibited.
Form No.: T -104
Revised: 02/01
Page 1 of 1
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Owner
Contractor
Architect
x
Building Dept.
Engineer
X
Client
Report Number: 001
Inspection(s) Performed: Anchor Bolt Installation
Project:
Address:
Client:
Contractor:
Inspector
and Date
David Lyal
4 -23 -02
Conies to:
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
CONSTRUCTION INSPECTION REPORT
Minkler Shops Upgrade
600 Minkler Blvd, Tukwila
Tukwila Public Works Dept.
Permit Number:
Job Number:
Architect:
Engineer:
02 -213
Remarks
Arrived on site for bolting inspection. Job not yet ready to inspect. Contractor to reschedule.
Reviewed by:
RECEIVED
MAY 2 8 2002
COMMUNITY
DEVELOPWli\ •
...c4Z,L.,17
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm is strictly prohibited.
Form No.: T -104
Revised: 02/01
Page 1 of 1
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om u for - Re: min er s oP seismic
From: Albert Spencer
To: Tom Pulford
Date: 9/13/01 10:09AM
Subject: Re: mi kier shop seismic
303.00.594.190.63.44
»> Tom Pulford 09/12/01 9:57AM >»
permits are ready to pick.. what is account for permit fees?
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February 14, 2002
Tom Pulford
6300 Southcenter Boulevard
Tukwila, WA 98188
Dear Permit Holder:
)-%\
City of Tukwila
Thank you for your cooperation in this matter.
Sincerely,
Stefanie Spencer
Permit Technician
Xc: Permit File No. D01-285
Bob Benedicto, Building Official
In reviewing our current records the above noted permit has not received a final inspection by the City
of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every
permit issued by the Building Official under the provisions of this code shall. expire by limitation and
• become null and void if the building or work authorized by such permit is not :commenced within 180
days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
RE: Permit Application No. D01-285 •
600 Minkler Boulevard
Based on the above, you are hereby advised to::
• Call the City Of Tukwila Permit Center at (206) 431-3670 to schedule a
progress /. final inspection. •
A progress inspection is intended to determine if substantial work has been accomplished since
issuance of the permit or last inspection; or if the project.should be considered.abandoned:
If such determination is made, the Building Code does allow the Building Official to approve • -
• extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons
why circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to March
17, 2002, your permit will become null and void and any further work on the project will require a new
permit and associated fees.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665
From: Albert Spencer
To: Tom Pulford
Date: 9/5/01 1 :03PM
Subject: Re: minkler seismic upgrades
303.00.594.190.63.44
» >. Tom Pulford 09/05/01 11:59AM »>
need permit fee acct code for this one too!
thanks
Stefania Spencer
to an a pencer -' •- e: mm er seismic Ira • es
-age
From: Albert Spencer
To: Tom Pulford
Date: 9/5/01 1:03PM
Subject: Re: minkler seismic upgrades
303.00.594.190.63.44
»> Tom Pulford 09/05/01 11:59AM »>
need permit fee . acct code for this one too!
thanks
Stefania Spencer
Tom Pulford - Re: minkler seismic upgrador Page 1
ACTIVITY NUMBER: D01 -285 DATE: 9 -05 -01
PROJECT NAME: MINKLER SHOPS -- SEISMIC UPGRADES
SITE ADDRESS: 600 MINKLER BOULEVARD
XX Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
B il wig' Division
Public Works
a -0
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
Approved
\PRROUTE.DOC
5/99
FeRMIi COORD CUrY
PLAN REVIEW /ROUTING SLIP
Fire rrevention
i R-l
Structural
Incomplete
Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved n Approved with Conditions
REVIEWER'S INITIALS:
Plan
Permit Coordinator
DUE DATE: 9-11-01
Not Applicable
4
Comments:
No further Review Required
DATE:
DUE DATE 10 -09 -01
Not Approved (attach comments)
DATE:
DUE DATE
Not Approved (attach comments) n
DATE:
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PILASTER. SEE PARTIAL PLAN
OPEN DOORWAY, TYP
ENCLOSED SHOP SPACES
WALL PANEL JOINT, TYP
INSTALL NEW WALL CONNECTION AT WALL
ROLL UP 0/H DOOR, TYP
S -1IS -2
INSTALL NEW WALL CONNECTION AT EXTERIOR
FACE OF EXISTING WALL PANEL JOINT. REPAIR
EXISTING SPALLED CONC. SEE /� O& . 2
S -1S -2 S -1S -2
PARTIAL PLAN — MINKLER BUILDING SHOPS
SCALE: 1 /8 " =1' —O"
GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES (CONTINUED)
CODE REQUIREMENTS:
BUILDING CODE: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
REQUIREMENTS OF THE UNIFORM BUILDING CODE (UBC), 1997 EDITION.
DESIGN LOADS:
DESIGN LOADS- IN ADDf ION TO THE DEAD WADS, THE FOLLOWING WERE USED FOR DESIGN:
SNOW: ROOF 25 PSF
WIND: BASIC WIND SPEED 80 MPH
EXPOSURE C
IMPORTANCE FACTOR 1.0
SEISMIC: SEISMIC ZONE 3
IMPORTANCE FACTORS I = 1.0. Ip = 1.0
SOIL PROFILE TYPE SD
LATERAL SYSTEM FACTORS R = 4.5 (CONCRETE AND MASONRY BEARING
SHEAR WALLS)
CRITERIA:
PANEL CONNECTION REPAIRS DESIGNED TO PROVIDE VERTICAL SHEAR TRANSFER BETWEEN
ADJACENT PANELS WITH MAGNITUDE OF CONNECTION FORCES BASED ON ADJACENT PANELS
ACTING AS A SINGLE UNIT UNDER UBC DESIGN FORCE LEVELS. CONNECTIONS NEAR
GRID LINE 5 DESIGNED WITH SLOTTED HOLES TO ALLOW FOR ADDITIONAL BUILDING
DIFFERENTIAL SETTLEMENT WRH REMAINING CONNECTIONS CAPABLE OF TRANSFERING
HORIZONTAL CHORD LOADS AND 'OUT —OF— PLANE' LOADS.
STANDARDS; ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING
STANDARDS. IN CASE OF CONFLICTING REQUIREMENTS. THE BUILDING CODE SHALL GOVERN.
STRUCTURAL STEEL AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD, 1989,
WELDING AMERICAN WELDING SOCIETY (AWS) D1.12000 STRUCTURAL
WELDING CODE — STEEL, AND AWS D1.3:98 STRUCTURAL
WELDING CODE — SHEET STEEL
WELDER CERTIFICATION AWS OR WASHINGTON ASSOCIATION OF BUILDING OFFICIALS
(NANO)
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS STANDARDS AS
NOTED.
SUBMITTALS; SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION
OR CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING: EMBEDDED ITEMS IN CONCRETE AND
STRUCTURAL STEEL -THE CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO
SUBMITTAL SHOP DRAWING DIMENSIONS AND QUANTHTES ARE THE CONTRACTOR'S
RESPONSIBILITY AND WILL NOT BE REVIEWED.
CONTRACTOR— INDIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR
APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP
DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
INSPECTION; SPECIAL INSPECTION, PER UBC SECTIONS 1701 AND 1703, SHALL BE
PERFORMED BY AN APPROVED TESTING AGENCY FOR THE FOLLOWING ITEMS: POST— INSTALLED
CONCRETE ANCHORS AND WELDING.
EXISTING CONDfTIONS: CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSION AND EXISTING
CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ENGINEER
ENGINEER OF ANY DISCREPANCIES OR FIELD CHANGED PRIOR TO INSTALLATION OR FABRICATION.
IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDRIONS AND THE DRAWINGS, THE
CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING.
CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY
PRECAUTIONS AND THE METHODS AND SEQUENCES REQUIRED TO PERFORM THE WORK.
DISCREPANCIES; IN CASE OF DISCREPANCIES BETWEEN THE PLANS. SPECIFICATIONS,
REFERENCE STANDARDS AND GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL
GOVERN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DISCREPANCIES AND OBTAIN
DIRECTION PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. NOTED DIMENSIONS TAKE
PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.
MATERIALS:
STEEL MATERIALS;
PLATE
STAINLESS STEEL PLATE
STAINLESS STEEL THREADED ROD
ASTM A 36
AISI 304 SS
JSI 304 SS
STRUCTURAL STFFL; STRUCTURAL STEEL DESIGN, FABRICATION & ERECTION SHALL CONFORM
TO THE REQUIREMENTS OF UBC CHAPTER 22.
STRUCTURAL STEEL SHALL BE SHOP FABRICATED. INCLUDING WELDING, AND THEN PRIMED IN
ACCORDANCE WITH SSPC PAINT APPLICATION PUBLICATIONS. PRIMER SHALL CONFORM TO
FS TT —P -664, SSPC PANT 25, OR MIL —P- 24441 /1 EPDXY— POLYMIDE IN LIEU OF TOP COAT,
APPLY A SECOND COAT OF PRIMER AFTER THE FIRST COAT HAS DRIED. TOUCH UP AREAS
DAMAGED DURING INSTALLATION WITH THE SAME PAINT USED AS PRIMER. COLOR OF PRIMER
TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE FROM THE MANUFACTURER'S STANDARD
COLORS.
WELDING. ALL WELDS SHALL BE MADE USING LOW— HYDROGEN ELECTRODES WITH MINIMUM
TENSILE STRENGTH OF 70 KSI. ONLY PREQUALIRED WELDS, AS DEFINED BY AWS, SHALL BE
USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 STANDARD SYMBOLS:
WELDS SHOWN ON THE DRAWING ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM
SIZES BASED ON MATERIAL THICKNESSES. MINIMUM WELDING SHALL BE 3/16 INCH.
REPAIR MORTAR: REPAIR MORTAR SHALL BE MASTER BUILDERS "EMACO S88 —CA", SIKA
"SIKATOP 123 PLUS ", OR APPROVED EQUAL PREPARE SURFACE AND APPLY PER
MANUFACTURER'S INSTRUCTIONS.
ROSETTES; ROSETTES SHALL BE SIMPSON RP6 "RETRO PLATES" OR APPROVED EQUAL APPLY
TOP COAT OF PAINT PER "STRUCTURAL STEEL" NOTES. ROSEIItL TO BE INSTALLED WITH
EXTERIOR GRADE SILICONE CAULKING BETWEEN ROSETTE AND WALL APPLY AN ADEQUATE
AMOUNT OF CAULKING TO ENSURE "SQUEEZE —OUT' AROUND THE ENTIRE EDGE OF THE PLATE
UPON TIGHTENING THREADED ROD.
CODE REQUIREMENTS:
SILLL REINFORCEMENT PRIMER: STEEL REINFORCEMENT ANTI— CORROSION COATING SHALL
BE SIKH "ARMATEC 110 EPOCEM" OR APPROVED EQUAL. APPLY PER MANUFACTURER'S
INSTRUCTIONS.
0 — STALLED CO C'ETE ANCHORS: POST — INSTALLED CONCRETE ANCHORS SHALL BE
HILTI HIT HY -150 ADHESIVE ANCHOR SYSTEM OR APPROVED EQUAL
ABBREVIATIONS
CMU
Q
0
E
EA
EL
HORIZ
MIN
0/H
R
CONCRETE MASONRY UNIT
CENTER LINE
DIAMETER
EXISTING
EACH
ELEVATION
HORIZONTAL
MINIMUM
OVERHEAD
PLATE
SIMILAR
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
REPAIR NOTES
O FOR QUANTITY AND LOCATION OF REPAIR
CONNECTIONS AT EACH LOCATION SEE/
O TOUCH —UP FINISH AT EXTERIOR REPAIR
2 LOCATIONS TO MATCH EXISTING.
LEGEND
® CMU WALL
CONCRETE WALL PANEL
EXPIRED
DO1 -285
S-1 S-2
EXP I
MAR 22 ZOOZ
ALE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
By
Date
Permit No
..P R�nsIONS
NO CHANGES SHALL BE MADE TO
HE SCOPE OF WORK WITHOUT PRIOR
;OVAL OF TUKWILA BUILDING DIVISIO`.I.
.1131 711 A NEW PSAN SU9PF'1TAL
SE A 200� o
. *.G? 8/30%
NOTE: 1 {
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
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De ' . DRW
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SHEET NO.
S -1
or 2 s EELS
°A JAN 2001
GL 26 -99 -018
RECENED
CRY CF TUKW.IIA
PERMIT CENTER
S- 1 S -2 SCALE: 1/4 " =1' -0"
3/4 "0 ADHESIVE
ANCHOR
- I S - SCALE: 1 1/2"=1'-0"
/ -Q TOP FASTENER
.b11N
-ROSETTE TYPE II (C
3 4 "0 THREADED ROD W/ NUTS & WASHERS,
TO BE STAINLESS STEEL UNO
PARTIAL PLAN -
D CONNECTION AT SKEWED PILASTER
VARIES
3/16
TYPE 11I a
S -2 S-2 SCALE: 3 " =1' -0"
Z W
13/16 ° 0 HOLE
(TYP 2 PLACES)
3/8" IP_
DETAIL —
CONNECTION PLATE TYPE I
TOP OF PANEL
EL = 17-10 3/4 "±
EDGE COMMON TO
INTERSECTING ff!
(1) NEW PANEL CONNECTION
CENTERED BETWEEN TOP OF
PANEL AND EXIST. CONNECTION
(3) NEW PANEL CONNECTIONS
CENTERED BETWEEN EXISTING
CONNECTIONS, TYP.
EXISTING REBAR HAIRPIN
PANEL CONNECTIONS
(TYPICAL 4 PLACES)
NOTE:
PILASItRS AND INTERIOR WALLS
NOT SHOWN FOR CLARITY.
FINISH FLOOR
EL = 0' -0"
A \ ELEVATION — TYPICAL NEW PANEL LOCATIONS CONNECTION
A
A
ROSETTE
TYPE I It
1 MIN
3/4 THREADED ROD W/ NUTS & WASHERS,
TO BE STAINLESS STEEL, UNO
PARTIAL PLAN —
E CONNECTION AT BACK OF PILASTER
S - S - 2 SCALE: 1 1/2 " =1' -0"
VARIES
S -2 572 SCALE: 3 " =1' -0"
SPALLED
CONCRETE
3/16
EXISTING CONDITION REPAIR
TYPE 1 ft
SQUARE CUT EDGES
S PLAN — CONCRETE REPAIR
S - S .2 SCALE: 1 1/2 " =1' -0 S -1 S -2 SCALE 1 1/2 " "1' -0'
ROSETTE
(E) 5 1/2"
THICK PANEL
WITTH / /2'x1
1 2' PLASTER
13/16 "x 1 -7/8 LONG
HORIZ SLOTTED HOLE
(TYP 2 PLACES)
EDGE COMMON TO
INTERSECTING a
3/8" Fa
� DETAIL —
z l CONNECTION PLATE TYPE II
PREPARE SURFACE
PER MANUFACTURER'S
RECOMMENDATIONS
-d f
REMOVE PROTRUDING
AND LOOSE CONCRETE
(E) CMU WALL
UNDERCUT BEHIND ANY REINFORCING
A MIN. OF 3/4 ". IF CORROSION IS (E) 5 1/2" THICK PANEL
PRESENT, CLEAN REINFORCING AND THICK PA MIN WITH 11 1/2 "x12" PILASTER
APPLY ANTI- CORROSION COATING -
14 ,.
MIN
VARIES
S -2 S -2 SCALE: 3 " =1' -0"
APPLY REPAIR MORTAR
PER MANUFACTURER'S
RECOMMENDATIONS
STD WASHER
3/ THREADED ROD W/ NUTS & WASHERS,
TO BE STAINLESS STEEL, UNO
PARTIAL PLAN —
S - S - 2 SCALE: 1 1/2 =1 -0
F l EXTERIOR CONNECTION � %fM
A
13/16 ° 0 HOLE
(TYP 2 PLACES)
EDGE COMMON TO
INTERSECTING a
3/8" R
DETAIL -
3 CONNECTION PLATE TYPE III
TYPE IV IE
SID WASHER
ROSETTE
I
TYPE I Ie
3/16
TYPE I
LOCATE BOLT
TO BE_SYMM
ABOUT CENTER
LINE
STD WASHER
(E) CMU WALL
3/40 THREADED ROD W/ NUTS & WASHERS,
TO BE STAINLESS STEEL, UNO
PARTIAL PLAN —
c CONNECTION AT PILASTER
3/8" S.S. BENT IC
13/1 "x 1 " LONG
HORIZ SLOTTED HOLE
(TYP 4 PLACES)
3/8" S.S. BENT It
0 .., DETAIL —
CONNECTION PLATE TYPE HE
S - S - SCALE: 3 " =1' -0"
DO1 -285
EXPIRED
tolG
' a;L•' ,
4,4,
EXPIRES 03/06/02_
NOTE: 1 "L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
"= =" AS NOTED
DES. DRW
DR.
CN
GP
DBS
DA- JAN 2001
d
EET NO.
S -2
2 swns
NO 26 -99 -018
m
RECE WIEYI
AUG _ . 2i)I
TU, iLA
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