HomeMy WebLinkAboutPermit D01-273 - ANDOVER PARK BUILDING - SLABDO1273
Andover Park Building
1040 Andover Pk W
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
'Wetlands:
WARNING:
AWSE
DEVPERM
Contractor License
Signature:
Print Name:
IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
1040 ANDOVER PK W
000
North: .0 South:
UNKNOWN Sewer:
Slopes:
No: EDIFICEI191PA
Construction Valuation: $
PUBLIC WORKS PERMITS: *(Water
Curb Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant:
Flood. Control Zone:
Hauling:
Land Altering:
andscape Irrigation:
Moving Oversized Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
DEVELOPMENT PERMIT
Permit Center Authorized Signature: _ --
This permit shall become null and void
180 days from the date of issuance, or
for a period of 180 days from the last
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Fire Protection:
.0 East: .0 West:
Water,. Main Extension: .N Private: N
*****.*************• k******* * * * * * * * * * * * * * * * *k * * * * *k * ***k * **
Streams:
Date:
(206) 431 -3670
001 -273
ISSUED
08/30/2001
02/26/2002
WAREHOUSE
1997
SPRINKLERS
.0
OCCUPANT
CONTACT
CONTRACTOR.
1417 31ST AVENUE SOUTH, SEATTLE, WA 981443909
*k * * * **• Ark***********• k****• k********** k* k*************** • * *k *•k * * * * * * * **** * * ** * *kk * **
Permit Description:
REPOUR EXISTING CRACKED SLAB
*************************** k************* k****** k***** kk *•k * ** * * * *** * *k** * * * ** *k
ANDOVER PARK BUILDING Phone:
1040 ANDOVER PK W, TUKWILA WA 98188
CRAIG ASHCRAFT Phone: 206 -391 -0073
1417 31ST AVE SOUTH, SEATTLE, WA 98144
EDIFICE CONSTRUCTION Phone: 206 328 -2700
7,500.00
Meter Permits Listed Separate) Eng. Appr:
N
N No: Size(in): .00
N
N Start Time: End Time:
N Cut: Fill:
N
N Start Time: End Time:
N No:
N Private: N Public: N
N
N
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Public: N
* * * * * * * * * **** k *•k * * * * * * * * *
TOTAL DEVELOPMENT PERMIT FEES: $ 257.36
* * ** * * * * * * * * * * * * * * * * * * * * * ** k***** k k *•k * * *•k* * * * * **:* * * * ** ** k * *k * *•k * * * ** ** * * *
1
Date: e; " 000 /
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 perfor .ice of work. I am authorized to sign for and obtain this
development emit.
if the work is not commenced within
if the work is suspended or abandoned
inspection.
CITY OF TUKWILA
Address: 1040 ANDOVER PK .W
Suite:
Tenant.:
Type: DEVPERM
arYcel #: Issued: 08/30/2001
* i-*'********•**** k*•**•******•***** 4 ': * * * * * * * * **• * * *** * *•* * * *•* * ** * **
'Permit Conditions:
No changes will be; made to the plans unless approved by the
;Engineer and the Tukwila ;; :0u i;l d i ng' D;i on .
:A11. Construction to,:lbe, done::::in th approved
Permit No: D01 -273
Status: ISSUED
Applied: 08/27/2001
.plans and regu i r� of the Uniform B u i l d i n g °`' Code (1997
Edition) as amended, Uniform Mechanical Code (4997 Edition),
and Washington ;State Energy Code (1997 Edition)
Plumbing permits shall be obtained through the. Seattle -King
County Department.-of Public Health.' Plumbing will be
inspected by that agency, including all gas piping
rsn,- inn's' ...... _
Validity of Permit. The issuance of a permit or approval;of
plans, spec i f i cat i.ons.,_ and computations shall not be con-' `
stru,ed� permit 'for, +or 'an ';'approval of, any violatia
if a`n of tt e provisions`'of'. theb
'ui 1ding code or of any''
th rt`ordinance of. the jurisdiction. No permit presuming. t
g0� to violate or cancel the provisions of this •
code i'sha,l l ,`be; va l i d .
l l�r =,permits, uinspection� records,' and approved - plans' shall >b
vai;1able "at ,the lob site prior to the start of any, con-
s truction. These documents are to , be' maintained and ava il_ unti'1 ,final inspection app is granted.
hereby Aertify' that I:: have read these conditions and will 'comply
with ".them,,z'as outlined. All provisions of law and ordinances governing
this -'wor k`will be •complied with, whether specified herein or not'
:, :'
:Th is
e granting) : 'th permit does not presume.' authority, to
'Violate: -or cancel;. th of :'any other wor k local laws
regulating c'. s'.truct..i - - i, o - perfo rmance' of worm,
Project Name /Tenant:
(iDW_1512_ t?P 0144 t i 67
Va t e of Construction: i 1
--' fr 10- acrd
Site Address (include suite number) City State /Zip:
Io4v 4 bvF.a. TAiZ& IA) 1 W,- gRJRR
Tax Parcel Number:
�TUwNIL41,
Property Owner:
crfitvv. 14AlCket;).
Phone:
Street Address: City State /Zip:
Fax /I:
Contractor: p hi` /<<= Z ?? /fci9
(e(Gi. CaN ndi4
Phone:
;fig -2 7e,-t..
Street Address: ( I Sr P46 5 6.- Au,- Cit ,1 8` e � i ):
Fax il: 31-- _ nq
Architect:
//-
Phone:
Street Address: City State /Zip:
Fax #:
Engineer: _
(2).Ffiv? oCkb N 1; n t Z (/1 t)
Phone:
Street Address., . City State/Zip:
I ( Co ( M7111- X' ° I >D SHWA g8I ol
Fax #:
) •Sv
Contact Person:
IgiSlikin /JIM (PAI C / al-aer
Phone:
206 - ;I I - C073
Street Address L 17 3 I S7 - s City State /Zip:
- �xl`f`f
Fax #:
296 — Z --6 2---i
Description of work to be done (please be specific):
g p i sn/fr .G 6l2> Kt0
Existing use: Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Proposed use: RfRetail ❑ Restaurant ❑ Multi- family Warehouse Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Building Square Feet: / .o existing No. of Stories: I Area of construction (sq ft): (099'7 pi
Will there be a change of use? ❑ yes N g no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ❑ no
Existing fire protection features: 12(s ❑ automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes la no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety rata Sheets
CITY OF TUK' 41 ILA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Project Nunwer:
05
Permit Number: Do i a ,
Commercial / Multi- Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in 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 may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone El Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. I his 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 days 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 accepted:
, 776/
Date application expires:
Application t} e b • (initials)
PLEASE SIGN BACK OF APPLICATION FORM
11 /30/10
clpere:il duc
.......... ....... ........ „ MrNNn. aM+,< 1'• n. 4UR` YF�Rc�w/. Sni. N; Yt'.\ S• y'e�'1�"%y:P?t:!yti'hr1,11,Ai.i ,..�..y
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Date:
Print name:
Phone:
Fax II:
Address
City/State/Zip
E
APPLICATIONS MUST fit SUIMITTTW WITH THE FOLLOWING:
L NG Q TAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
C IVIt GINEER
> ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMIITET)
❑• Complete Legal Description
❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form 11-13). Business Declaration required (Form 11 -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 1 13.45.040), 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
❑ Hal 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.
❑
fl 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
❑ 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 11-5)
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 /311.410
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tfi!SM1T= , Nitro berg x.0101 fimnttnt: 157.75 08/30/01 . 15:47
vni
en't Method_: CHECK' N td(sion: ED:[FICE'CONST Init;' SKS`
r ermit Nv : - 273. 7vpe: DEVPERiI DEVELOPMENT PERMIT
• .E (t
:Rd drr:ess i.04U: AMDO'Y:ER P( {. 14
Total 1 ; Fees: 2.57.36
aypier3t 157..:7 Total~ ALL Pmts: 257.36
Raienee. .60'
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uc ctun:t, Code Des•cript:ion Amount
000 190 BUILDING NONREB 153.25
-STATE .BUILDING SURCHARGE 4.50.
/11 "y. •
• '
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(• W8M T i umber^ « '.I R01011.08 Amount '39;61 .08/27/01 1.4 02
awment Me CHEC Not; tion: EDIFICE. GONS'FR Init» SKS
ermit No: .D01- 273 . `Type ::DEVPE.R14 DFVE.1_DPMf:.'Nf PEItifi r
i.te Address. :1,040`. ANDOVER. PK W
Total Fees 257.36
ayment' 7 Total ALL Pints: 99,.61
Balanced 15.7.75'
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^ cc aunt, Code ` Deser i pt idn Amount
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'0/.:3'.'.45...830 . PLAN,. CHECK. -• NONR E' 99.61.
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Special instructions:
Cell 1 20 . nik; r‘
01A-t*AS C) ViA÷e4 .
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D T 7 i 0 I p.m.
Rekiester:
1 —X ) U
Phone:
2—rf0 130 — Li 1 3:5
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION,.
6300 Southcenter Blvd, #100, Tukwila, WA 9818
r A 01
- 70
PERMIT NO. X
(206)431-3670
Approved per applicable codes. [7 Corrections required prior to approval.
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
COMMENTS:
J
Inspector:,
Date: 1
Receipt No:
Date:
, • 'y • —• • 4 41 .1 NAvi,kza
Project•
�rnr� $ Ppvrk ( �,t)csre "0u c
Type of Inspection: 1
S peC c
Address: 1
10 0 Avt p►av ?i
Date called: t
11`' 1 9,0 i
Special instructions:
Date wanted:
1 I-19 01
e g.
Requester:
Phone:
xt'3+'+iT
Approved per applicable codes.
Inspector.
L
INSPECTION RECORD 01—
Retain a copy with permit
INSPECTION NO.
• CITY OF TUKWILA BUILDING. DIVISION .
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
COMMENTS:
ec et V PC sic f vvi
\,
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C n , "c r P�`�.
Corrections required prior to approval.
Date: 1 ) a
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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.tRS:",$t; iaCi:;:;M:vti.iroi�r`•F�.i�..; sales
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Type of Ins Eictio:
��,�
Address:
1 Ot-1v o 0.94%
,
Date calle :
it /iy/ai
Special instructions:
ego
pi (J.�C AO
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Date wanted:
ll�f.S
p.m.
Reques er:
I
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730 "`h
INSPECTION NO.
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INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO. C
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval. 11X1
COMMENTS:
ors not
e:
re) U U • Y ` [
Inspector:
Date: 1-15--
/, )
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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T.yp of Inspection: : i _
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Address:
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Date all I . . . .
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Special instructions:
t2e-fore.... 3 pm
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Recite :
L)ovr
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Phone:
s Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, W/(98188
PERMIT NO
(206)431-3670
COMMENTS:
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' .
Date:
Z.
n 41.00 REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be paid
f 6300 Southcenter lvd., Suite 100. all to schedule reinspection.
Receipt No:
Date:
fl Corrections required prior to approval
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INSPECTIONRECORD
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd4100, :Tuk■ila, WA 9818
0(
r ;_ .,.7m, 7771: ! •;,•7.7°¢ .7. •
PERMIT NO.
(206)431 -367
Approved per applicable codes. a Corrections required prior to approval.
COMMENTS:
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` 47.04 REINSPECTION F REQUIRED. Prior t inspection, fee must be paid
t 639b Southcenter Blvd., Suite 100. Call to scf edule reinspection.
Rece o:
Date
•l (--
Date:
•
Lra:' A` tih: Y4' .,i..�«w :9w)�+� :i.i•:.t�.ii?«' i�:ts
Proj ct:
Type o nspection:
Addr ss:
Date called:
()
Special instructions:
Date wanted:
/3 : - 0/ p.m.
Requester:
Phone:
INSPECTION NO.
r,? sr'7 . , 1!,'u 41 ' +!.a'r ;
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
0
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
)14 s i�
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Ph .e 4 - )ice` 2-7
Inspector:.
Date: � 1
$47.00 REINSPECT ION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
•4
A U yJ.'t!';;L;$ xi7filiiE;�Fitk. t
Project: 1
/
Type of Ins ction:
Addres �:� �/�
Dated Iled:
Special instructions:
Date wanted• -`1
/,
!
Requester:
Phone:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
Retain a copy with permit
INSPECTION RECORD
PERMIT NO.
r:4
(206)431 -3670
Corrections required prior to approval.
COMMENTS: 4- _ f 1 ��� /9,14
5
Ocrv�'" (.44V
ii-. 7 1- Or. r v�JF�
•
G/1
$47.00 REINSPECTIOKI FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
15 November 2001
City of Tukwila Building Division
6200 Southcenter Blvd.
Tukwila, Washington 98188
Items inspected are:
Lac /
e L. Parvin
Corporate Officer
JLP /jp
1. Epoxy grouting
2. Reinforcing steel
3. Reinforced concrete*
cc & fax c: Edifice Construction
OEO ROSENAU & AC,OCIATES, 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
RECEIVED
NOV 16 2001
D EVELOPMENT
COMMUNITY
Project: Nordstrom Warehouse Permit Number: D01 -273
Address: 1040 Andover Park West Job Number: 01 -549
We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans
and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of
our handwritten reports.
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.
*Not all 28-day concrete tests have occurred, but in those cases the 7-day tests made the required strength. The remaining test
results will be sent to you.
Sincerely,
OTTO ROSENAU & ASSOCIATES, INC.
Job Number: I 01 -549 I Report Number: ] 002 [ AeR fGlWrr gry I .:: D01- 273 :::
Owner
Project: Nordstrom Warehouse
Architect
Address: 1040 Andover Park West, Tukwila
Engineer: Coffman Engineering
Client Edifice Const.
Contractor. Edifice Const.
Date: 10 -23 -01
Ins actor: C. Bechtold
Inspected the resteel and placement at 1 interior SOG at 1 to 2, E to E.5.
10 -30-01
Resteel is grade 1 I , as specified, from
7
Placement Data
Batch Weights
29.22#
_
Supplier: Stoneway
Cement (sack/type/lbs.): I /II 564#
W/C Ratio:
Mix Number. 6010
Fine Agg. (lbs.): 1469#
Admixtures (specify)
Max Slump Allowed: 6"
Coarse Agg. (size /lbs.): 1846# 3/8"
22.6 oz. WRDA
Total Yards Placed: 18
Coarse Agg. (size /lbs.):
Placed Via: Pump
Coarse Agg. (size /lbs.):
Vibrated: Yes
Fly Ash (lbs.):
Specified Strength (psi): 2500
Water (lbs. /gal): 240#
Sampling and Casting of Samples
ASTM C 172, C 31
Cubic
Yards
Slump
C 143
Air %
C 231
Conc. Temp
C 1064
Ambient
Temp
Truck
No.
Ticket
No.
Cast Samples:
1-4
11
6'
-
61 °F
46 °F
439
229327
Cast Samples:
Compressive
Cast Samples:
Weather: I Cold and blustery Slump Range: 16 " -7"
Date Samples Picked Up: 1 10 -24-01
Comments
Other ASTM Methods Used: 1 I Conforms.:~ x :• I . Does Not Conform I
Specimen
Number
Owner
x
Contractor
Size
(In.)
Architect
x
Building Dept.
x
Engineer
1
Specimen
Number
Test
Date
Field
Cure
Age
(Days)
Size
(In.)
Area
(Sq.ln.)
Weight
Max Load
(Lbs.)
Strength
(psi)
Tested in general
accordance with
1
10 -30-01
7
6x12
28.27
29.22#
120,850
4270
ASTM C 39
X
ASTM C 78
ASTM C 109
Compressive
X
Flexural
( Conforms I
Does Not Conform
Conies to:
Form No.: T -102
Revised: 02/01
0'. CO ROSENAU & ASLXIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washi �*�
Tel: (206) 725 -4600 • Toll Free: (888) OTTO- 4 6r•PbK =D1
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Webs U ywvw.ottorosenau.com
CONCRETE REPORT b 1
TEST RESULTS
COMMUNITY
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
•..i ��Sf:�4;:tx:i�x;.;• %'i67� %: •` � %i:e`:+.�k16. "�.k �i:'.r�:�sxnr�ri
Report Number: 002
Inspection(s) Performed: Dowels
Project:
Address:
Client
Contractor.
Inspector
and Date
R. Bogle
10 -19-01
Cowles to:
Form No.: T -104
Revised: 02/01
O'O ROSENAU & ASCJCIATES, 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 • RECIEWEIDom
CONSTRUCTION INSPECTION REPORT
Nordstrom Warehouse
1040 Andover Park W., Tukwila
Edifice Const.
Edifice Const.
Permit Number:
Job Number:
Architect
Engineer:
Remarks
Visual inspection of dowels, 60 grade from Birmingham Mills using Burke epoxy (2 -part) for slab dowels
located between lines 3 to 6 and Kto L. Dowels at 24" on center and 8" in depth. Holes clean and dry. Work in
accordance with approved plans and specs.
Reviewed by:
Page 1 of 1
D01 =27
01 -549
OCT 3 0 200
COMMUNITY
DEVELOPMENT
Coffman Engineering
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.
Owner
x
Contractor
Architect
x
Building Dept.
x
Engineer
Report Number: 002
Inspection(s) Performed: Dowels
Project:
Address:
Client
Contractor.
Inspector
and Date
R. Bogle
10 -19-01
Cowles to:
Form No.: T -104
Revised: 02/01
O'O ROSENAU & ASCJCIATES, 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 • RECIEWEIDom
CONSTRUCTION INSPECTION REPORT
Nordstrom Warehouse
1040 Andover Park W., Tukwila
Edifice Const.
Edifice Const.
Permit Number:
Job Number:
Architect
Engineer:
Remarks
Visual inspection of dowels, 60 grade from Birmingham Mills using Burke epoxy (2 -part) for slab dowels
located between lines 3 to 6 and Kto L. Dowels at 24" on center and 8" in depth. Holes clean and dry. Work in
accordance with approved plans and specs.
Reviewed by:
Page 1 of 1
D01 =27
01 -549
OCT 3 0 200
COMMUNITY
DEVELOPMENT
Coffman Engineering
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.
C ROSENAU & ASDCIATES, INC.
Construction Inspection & Material Testing
6747 M.L. King Way South, Seattle, Washington 98118 -3216
Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory
CONSTRUCTION INSPECTION REPORT
CI rO g iv e_
x /44
Project: Nordstrom Warehouse Permit Number: D0.1- 273 :., 2 tip 4y �s.
Address: 1040 Andover Park W., Tukwila Job Number: 01 -549 ``
Client: Edifice Const. Architect Ce4,74.1i,
Contractor. Edifice Const. Engineer: Coffman Engineering
Report Number: 001
Inspection(s) Performed: Resteel, Epoxy Grouting
Inspector
and Date
R. Hardy Epoxy anchor grouting of reinforcing steel into existing slab. Holes inspected prior to placement for depth -8 ",
9-6 -01 cleanliness and position. Epoxy product placed: Fastnal ICBO ER#5000. Method of placement in accordance
with manufacturers recommendations and procedures. Reference detail S1. Conforms
Remarks
Reviewed by: 19 .
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
Owner
x
Contractor
Architect
x
Building Dept.
x
Engineer
C ROSENAU & ASDCIATES, INC.
Construction Inspection & Material Testing
6747 M.L. King Way South, Seattle, Washington 98118 -3216
Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory
CONSTRUCTION INSPECTION REPORT
CI rO g iv e_
x /44
Project: Nordstrom Warehouse Permit Number: D0.1- 273 :., 2 tip 4y �s.
Address: 1040 Andover Park W., Tukwila Job Number: 01 -549 ``
Client: Edifice Const. Architect Ce4,74.1i,
Contractor. Edifice Const. Engineer: Coffman Engineering
Report Number: 001
Inspection(s) Performed: Resteel, Epoxy Grouting
Inspector
and Date
R. Hardy Epoxy anchor grouting of reinforcing steel into existing slab. Holes inspected prior to placement for depth -8 ",
9-6 -01 cleanliness and position. Epoxy product placed: Fastnal ICBO ER#5000. Method of placement in accordance
with manufacturers recommendations and procedures. Reference detail S1. Conforms
Remarks
Reviewed by: 19 .
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
Job Number: I 01 -549 I Report Number: I 001 I Permit Number: I D01 -273
Owner
Project Nordstrom Warehouse
Architect
Address: 1040 Andover Park West, Tukwila
Engineer. Coffman Engineering
Client Edifice Const.
Contractor Edifice Const
Date: 9-6 -01
Inspector. R. Hardy
Inspected the resteel and placement at I Andover Park Building M-4 slab infill grid 3.5 to 4/C5 to D5
9 -13 -01
Resteel is grade I 60 I , as specified, from
Birmingham
Placement Data
(sack/type /lbs.): I /II 564#
(lbs.): 1514#
Batch Weights
W/C Ratio:
Supplier: Stoneway
Cement
Fine Agg.
Mix Number. 6010
Admixtures (specify)
Max Slump Allowed: 6"
Coarse Agg. (size /lbs.): 1812# pea
22.6 oz. WR-64
Total Yards Placed: 7'/2"
Coarse Agg. (size /lbs.):
Placed Via: Pump
Coarse Agg. (size /lbs.):
Vibrated: Yes
Fly Ash (lbs.):
Specified Strength (psi): 2500
Water (lbs. /gal): 240#
Sampling and Casting of Samples
ASTM C 172, C 31
Cubic
Yards
Slump
C 143
Air %
C 231
Conc. Temp
C 1064
Ambient
Temp
Truck
No.
Ticket
No.
Cast Samples:
1-4
1
5"
70°
68°
404
491
Cast Samples:
Compressive
Cast Samples:
Weather: I Interior J Slump Range: I 5" ± 1"
Date Samples Picked Up: 19 -7 -01
Comments
Other ASTM Methods Used: I [ Conforms j x I Does Not Conform I
Specimen
Number
Owner
x
Contractor
Size
(In.)
Architect
x
Building Dept.
x
Engineer
1
Specimen
Number
Test
Date
Field
Cure
Age
(Days)
Size
(In.)
Area
(Sq.ln.)
Weight
- Max Load
(Lbs.)
Strength
(psi)
Tested in general
accordance with
1
9 -13 -01
7
6x12
28.35
29.63#
129,880
4580
ASTM C 39
X
ASTM C 78
ASTM C 109
Compressive
X
Flexural
Conforms I
Does Not Conform
G, TO ROSENAU & ASLXIATES, INC.
Construction Inspection & Material Testing
6747 M.L. King Way South, Seattle, Washington 98118-3216 RECEIVED
Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottordeRd11.0M TUKWILA
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory
CONCRETE REPORT
TEST RESULTS
PERMIT CENTER
Coates to:
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.
Form No.: T -102
Revised: 02/01
Page 1 of 1
.44∎ ;144,4'4 rf' itidrilia ,rte, ;kilnnusmo , . &a2RR dart,"
Job Number: 01 -549 Resort Number: 003 Permit Number. :D01-273'
Owner
Project Nordstrom Warehouse
Architect
Address: 1040 Andover Park West, Tukwila
Engineer. Coffman Engineering
Client: Edifice Const.
Contractor, Edifice Const.
Date: 10 -25 -01
Inspector. D. Johnston
Inspected the resteel and placement at I In slab infill in "Pricing' area.
11 -1 -01
Resteel is grade I 60 I , as specified, from
Cascade
Placement Data
Batch Weights
Supplier: Stoneway
Cement (sack/type /lbs.): I /II 564#
Fine Agg. (lbs.): 1469#
W/C Ratio:
Admixtures (specify)
Mix Number. 6010
Max Slump Allowed: 6"
Coarse Agg. (size /lbs.): 1846 #' /e"
22 oz. WR-64
Total Yards Placed: 12
Coarse Agg. (size /lbs.):
Placed Via: Pump
Coarse Agg. (size /lbs.):
Vibrated: Yes
Fly Ash (lbs.):
Specified Strength (psi): 2500
Water (lbs. /gal): 230#
Sampling and Casting of Samples
ASTM C 172, C 31
Cubic
Yards
Slump
C 143
Air %
C 231
Conc. Temp
C 1064
Ambient
Temp
Truck
No.
Ticket
No.
Cast Samples:
1-4
9
5"
63°
45°
439
229749
Cast Samples:
Cast Samples:
_
X
Weather: 1 Rain outside, warm and dry inside. Slump Range: 1
Date Samples Picked Up: 1 10 -26-01
Comments
Flexural
Other ASTM Methods Used: 1 1 .Conforms- x 1 Does Not Conform 1
Specimen
Number
Owner
x
Contractor
Size -
In.
Architect
x
Building Dept.
x
Engineer
1
Specimen
Number
Test
Date
Field
Cure
Age
Da s
Size -
In.
Area
Ss in.
Weis ht
Max Load
Lbs.
Strength
'si
Tested in general
accordance with
1
11 -1 -01
7
6x12
28.22
29.28#
139,730
4950
ASTM C 39
X
ASTM C 78
ASTM C 109
Compressive
X
Flexural
1 Conforms 1
Does Not Conform
un� =1747TR7
COMMUNITY
DEVELOPMENT
Cowles to:
TEST RESULTS
CONCRETE REPORT
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
Form No.: T -102
Revised: 02/01
a .04 -oars, •
OfO ROSENAU & AS:JCIATES, INC.
Geotechnicai 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
Reviewed by:
#J44V.1,44•I144Y.40, 4w,,, ite,..: m:.. r, awr or+n 4a.. e. r. us. aw, u,.,: r.. a«.. n. r:.«, rr....a..n�,..k.e.wa,..r....�..
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Job Number. 1 01 -515 I Report Number: ' 005 I Permit Number: I D01 -026
Owner
Project South Center Storage
Architect Stricker Cato Murphy
Address: 5950 South Center Blvd., Tukwila
Engineer: DCI
Client: Friedman Development
Contractor. Construction Associates
Date: 10 -24-01
Inspector: Dusty Johnston /John Reeder
Inspected the resteel and placement at
In elevator shearwall and column line B.4 at K9. Examined 2 cores from Shotcrete walls
and found consolidation around rebar to be very good with no noticeable voids.
Resteel is grade I 60 I , as specified, from
Cascade
Placement Data
Batch Weights
Supplier: Stoneway
Cement (sack/type/lbs.): I /II 600#
W/C Ratio:
Mix Number. 6353A
Fine Agg. (lbs.): 1251#
Admixtures (specify)
Max Slump Allowed: 6"
Coarse Agg. (size /lbs.): 3/8" — 1970#
WRDA 32oz
Total Yards Placed: 13
Coarse Agg. (size /lbs.):
ADVA 21oz
Placed Via: Pump
Coarse Agg. (size /lbs.):
Vibrated: Yes
Fly Ash (lbs.): 100
Specified Strength (psi): 5000
Water (lbs. /gal): 230
Sampling and Casting of Samples
ASTM C 172, C 31
Cubic
Yards
Slump
C 143
Air %
C 231
Conc. Temp
C 1064
Ambient
Temp
Truck
No.
Ticket
No.
Cast Samples:
1-4
10
5"
63°
50°
436
229659
Cast Samples:
Compressive
X
Weather: I Overcast Slump Range:
Date Samples Picked Up: 1 10 -25-01
Comments
Other ASTM Methods Used: I I Conforms 1 x [ Does Not Conform J
x
Owner
x
Contractor
x
Architect
x
Building Dept.
x
Engineer
1
Specimen
Number
Test
Date
Field
Cure
Age
(Days)
Size
(In.)
Area
(Sq.ln.)
Weight
Max Load
(Lbs.)
Strength
(psi)
Tested in general
accordance with
1
10 -31 -01
7
6x12
28.18
29.75#
182,080
6460
ASTM C 39
X
ASTM C 78
ASTM C 109
Compressive
X
Flexural
Conforms I
Does Not Conform
tVED
NOV . 14 LOO
COMMUNITY
DEVELOPMENT
Coples to:
Form No.: T -102
Revised: 02/01
WBE
O:fO ROSENAU & ASC)CIATES, 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
W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
CONCRETE REPORT
TEST RESULTS
Reviewed by:
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm is strictly prohibited.
Page 1 of 1
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Sent By: HUDSON & ASSOCIATES;
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August 13, 2001
Dave Larson, Senior Building Inspector
Department of Community Development
City of Tukwila
Fax No. 206 -431 -3665
ick Hudson, P.E.
John Pedrini, Nordstrom Fax 206- 233 -6688
Fran Michie, Powell Development Fax 425- 822 -8297
I EXPIRES Lily 03
2063246248; Aug -13 14:16; Page 1/1
RICHARD HUDSON & ASSOCIATES, INC.
CONSULTING ENGINEERS
1605 12 AVENUE • SUITE I S
SEATTLE, WASHINGTON 98122
EMAIL: rhudson@hudsoncnginccrs.com
206- 324 -6160
FAX 206 - 324 -6248
Re: Nordstrom Warehouse, 1000 Andover Park West
Dear Dave,
I visited this facility this morning to observe the condition of the building following the
discovery yesterday of the broken sprinkler supply pipe which allowed a considerable volume of
water to flow beneath the building slab. The floor slab has been pushed up in some locations due
to the movement of gravel and soils beneath the slab. 1 did not observe any damage to the
building structure beyond minor non - critical cracking in a wall panel,
T believe the building is structurally sound and safe to occupy.
Rick Hudson. P.E.
Chuck Morris. P.E.
ACTIVITY NUMBER: D01 -273
PROJECT NAME: ANDOVER PARK BUILDING
SITE ADDRESS: 1040 ANDOVER PARK W
XX Original Plan Submittal
Response to Correction Letter #
DATE: 8 -27 -01
Response to Incomplete Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Bu'Id D ivision
L $'m'0(
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved Approved with Conditions n
REVIEWER'S INITIALS:
\PRROUTE.DOC
5/99
d -7$
eak)
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
-o t
e53
Fire Prevention [ --a
Structural
Incomplete
Structural Review Required
Approved with Conditions
Planning Division I� I
NIA.
Permit Coordinator
DUE DATE: 8-28-01
Not Applicable
No further Review Required
DATE:
DUE DATE 09 -25 -01
Not Approved (attach comments)
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
vr.. n ..•+wv
rV`iiati∎y v'xti,7 keiSt <u ?.�G�? ikike'4• ' 7i464,.F.•« 7.0;ic X.Vi a ia%i�utat WAiti i; !'r + tWi+ tid: S .:w. % t,:l ' :..�'
DEPARTMENTS:
Building Division
Public Works
Complete
Approved
REVIEWER'S INITIALS:
\PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 - 273 DATE: 8 - -
PROJECT NAME: ANDOVER PARK BUILDING
SITE ADDRESS: 1040 ANDOVER PARK W
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit. Is Issued
Fire Prevention
Structural
DETERMINATION OF OMPLETENESS: (Tues., Thurs.)
Incomplete
Comments:
TUES /THURS ROUTING:
Please Route I I Structural ' ew Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approvecyith Conditions
'4
Planning Division
Permit Coordinator
DUE DATE: 8-28-01
Not Applicable
No further Review Required
DATE: &/ 200
DUE DATE 09 -25 -01
Not Approved (attach comments)
DATE:
RR CTION DETERMINATION: DUE E E DATE
Approved Approved with Conditions ri Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
PERMIT NO. :l0 I - 27 3
BUILDING PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC
❑ 00070 NLEA Inspection/Modular Struct
❑ 00071 Mobile Home Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Resteel
❑ 00095 Footing Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation Insulation
❑ 00300 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
❑ 00400 Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
❑ 00610 Chimney Installation /All Types
❑ 00700 Framing
❑ 00750 Roof /Ceiling Insulation
❑ 00800 Floor Insulation
❑ 00801 Wall Insulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01110 Pre -Move Inspection
❑ 01115 Motor Inspection
❑ 01120 Pre -Demo
❑ 01140 Pre - reroof
• 01400 Final -Fire
12 Final- Building
❑ 01900 Final - Reroof
❑ 03100 Site Visit
❑ 04000 Special- Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special - Mom/Resist Conc Frame
❑ 04003 Special -Reinf Steel Prestress
❑ 04004 Special - Welding
❑ 04005 Special- High - Strength Bolting
❑ 04006 Special- Structural Masonry
❑ 04007 Special -Reinf Gypsum Concrete
❑ 04008 Special- Insulating Conc Fill
❑ 04009 Special -Spray Fireproofing
❑ 04010 Special - Piling, Piers, Caissons
❑ 04011 Special - Shotcrete
❑ 04012 Special- Grading, Excav/Fill
❑ 04013 Special- Retaining Wall
❑ 04014 Special- Panels
❑ 04015 Special -Smoke Control System
K
TENANT NAME:
CONDITIONS
24001 No changes to plans unless approved by Bldg Div
❑ 0010 Special inspection required, notify Bldg Div
❑ 0011 Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & calcs shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgrade preparation including drainage, excavation
❑ 0018 Statement from roofing contractor verifying fire
retardant class of roof
0019 All construction to be done in conformance w /approved
plans
❑ "No work shall be done in addition to those modifications..."
❑ 0002 Plumbing permits shall be obtained through King Co
❑ 0020 Structural observation shall be provided for this project
❑ 0021 All food preparation establishments must have King Co
❑ 0022 Fire retardant treated wood shall have flame spread of
❑ 0023 Notify Building Division prior to placing any concrete
❑ 0024 All spray applied fireproofing shall be special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
❑ 026 All structural masonry shall be special inspected
0027 Validity of Permit
❑ 0028 Rack storage requires separate permit
❑ 0003 Electrical permits obtained through L & I
❑ 0030 No occupancy of building until final insp by Bldg Div
❑ 0032 Remove all weeds, concrete, stone foundations, flat
concrete
❑ 0036 Manufacturers installation instructions required on site
❑ "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0035 Contact PW Div to obtain insp for water /sewer connect
❑ 0038 A C of O will be required for this permit
❑ 0039 Final approval for all TI w /in the limits of the SC Mall
❑ 0004 All mechanical work shall be under separate permit
❑ 0040 All construction noise to be in compliance with 8.2 TMC
❑ 041 Ventilation is required for all new rooms & spaces
0005 All permits, insp records & approved plans available
❑ 0006 All structural concrete shall be special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Co"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 0007 All structural welding shall be done by WABO certified
inspector
❑ 0008 All high- strength bolting shall be special inspected
❑ 0009 Bolts installed in concrete shall be special inspected
❑ 0031 Comply with requirements of TMC 16.04
❑ 0034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
❑ " Reroof"
Plan Reviewer:
Permit Tech:
KA. .N
Date: 8
zoo/
Date: C?' -!
ACTIVITY NUMBER: D01 - 273 DATE: 8 -27 -01
PROJECT NAME: AN DOVER PARK BUILDING
SITE ADDRESS: 1040 ANDOVER PARK W
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route n Structural Re 'ew Required
REVIEWER'S INITIALS:
C55
APPROVALS OR CORRECTIONS: (ten days)
Approved
PLAN REVIEW /ROUTING SLIP
n
Fire Prevention
Structural
Incomplete
Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved n Approved with Conditions
REVIEWER'S INITIALS:
\PRROUTE.DOC
5/99
Planning Division
Permit Coordinator
DUE DATE: 8-28-01
Not Applicable n
n No further Review Required
DATE: /e► /
DUE DATE 09 -25 -01
Not Approved (attach comments)
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
it! sNxmxS&�fwnaafitdw4tk X6 'ire,uc54'JFtI >'x:ae+;��,ww�s
ACTIVITY NUMBER: D01 -273 DATE: 8 -27 -01
PROJECT NAME: ANDOVER PARK BUILDING
SITE ADDRESS: 1040 ANDOVER PARK W
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued.
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete\l
Comments:
TUES /THURS ROUTING:
Please Route ri Structural Review Required
REVIEWER'S INITIALS: \�
APPROVALS OR CORRECTIONS: (ten days)
Approved
\PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Approved with Conditions
REVIEWER'S INITIALS:
DATE:
Planning Division
Permit Coordinator
DUE DATE: 8-28-01
Incomplete I-1 Not Applicable
No further Review Required
DUE DATE 09 -25 -01
Not Approved (attach comments)
I I
DATE:
CORRECTION DETERMINATION: DUE DATE
Approved I I Approved with Conditions ri Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
•
i��F'Jh.n•:
AUG 2 a 2001
PLAN REVIEW /ROUTING SLIP TUKWILA
PURI u WO
ACTIVITY NUMBER: D01 -273 DATE: 8 -27 -01
PROJECT NAME: ANDOVER PARK BUILDING
SITE ADDRESS: 1040 ANDOVER PARK W
X Original Plan Submittal Response to Incomplete Letter #
Response. to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
\PRROUTE.DOC
5/99
APPROVALS OR CORRECTIONS: (ten days)
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
TUES /THURS ROUTI G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
Approved Approved w' h Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved I I Approved with Conditions
REVIEWER'S INITIALS:
n Planning Division
Permit Coordinator
DUE DATE: 8-28-01
Not Applicable
No further Review Required
DUE DATE 09 -25 -01
Not Approved (attach comments)
n
Comments:
n
DATE:
Not Approved (aia h comments)
DATE: ?i 0
DUE DATE
I
DATE:
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SHEET:TITL.
REC�CIIEU
CITY OF TUKWILA"
AtICt 27Z001�
PERMIT CENTER
40' -0"
48' -0
\
SAWCUT EXIST
SLAB,
FIELD VERIFY
4 -0
22'0"
< >
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4 8 ' - 0 "
SAWCUT EXIST
SLAB,
FIELD VERIFY /
48' -0"
G
EXIST CONC
SLAB ON GR
SAW CUT EDGE
T /T
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'
48'-0
14x2' -6 0 24"
WI 8" EMBED
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I I
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liI.BC 1122.2.4 1422.LC.3 •
4 . -0 "
48' -0"
r
I I
OV2-73
>
28' -0'
FIRST FLOOR PLAN
20' -0"
Consultants
STRtr-TUR/1. BV
Coffman Engineers
1601 Fifth Avenue, Site 900
Seattle, WA 98101
Revhbtp
ANDOVER
PARK
BUILDING
1040 ANDOVER PARK WEST
Tukwila, Washington
Drawing The
Date
bb Not
Drawn By:
Checked By
8-24-01
Drawl Na RECEIVED
CfiV OF TUKWILA
AUG 2 7 2 001
PERMIT CENTER
S -1