HomeMy WebLinkAboutPermit D96-0082 - VALCO GRAPHICS - WALLSCity of Tukwila
.W. (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 IS PROCEEDING AT THEIR OWN RISK.
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
262304 -9093
480 ANDOVER PK E
ACOM
DEVPERM
CM
V -N
001
North:
N/A
.0 South: .0
Sewer: N/A
Slopes: N
Contractor License No: BARCLBA101BW
Permit No:
Status:
Issued:
Expires:
D96 -0082
ISSUED
01/14/1997
07/13/1997
Occupancy: WAREHOUSE
UBC: 1994
Fire Protection: SPRINKLERS
East: .0 West: .0
Streams:
OCCUPANT VALCO GRAPHICS
480 ANDOVER PK E, TUKWILA, WA 98188
OWNER VALCO GRAPHICS INC Phone: (206)575 -3500
480 ANDOVER PARK E, SEATTLE WA 98188
CONTACT DAVID KEHLE ARCHITECT Phone: 206 433 -8997
12878 INTERURBAN AV S, TUKWILA, WA 98168
CONTRACTOR BARCLAY DEAN Phone: 206 682 -3223
3223 FIRST AVENUE S SUITE A, SEATTLE, WA 98134
**************************************************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * **
Permit Description:
REMOVE EXISTING FULL HEIGHT WALLS. CONSTRUCT NEW
FULL HEIGHT WALLS AND PARTIAL HEIGHT WALLS.
**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 3,500.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant: No: Size(in): .00
Flood Control Zone:
Hauling: Start Time: End Time:
Land Altering: Cut: Fill:
Landscape Irrigation:
Moving Oversized Load: Start Time: End Time:
Sanitary Side Sewer: No:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use:
Water Main Extension: Private: Public:
**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 148.46
**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Si nature ` ` ` )
g -- ..�.l�.s� I510±0)._ _�� --
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.
Signature: X211
Print Name - - -- X1221! - - -t,
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.
Date: - "- cL1
Address: 480 ANDOVER PK E
r+'. 'Suite:
Tenant:
Type: DEVPERM
Parcel #:262304 -9093
k*k*• k* k** k• k* k***•k** kk*k k•k*• k*•***********• k*•**•*• k**• k• kkkk k• k** • *•k•k *•kkk•k•k•k *k•k•kk•k•k'k*
Permit Conditions:
1.. No changes will be made to the plans unless approved by the
Architect or Engineer and the ..Tukwila ,•Building Division.
2, Electrical .permits shall' be obtained 'through the Washington
State Division of ,Labor and Industries and al) electrical
work will be inspected by that agency (248- 6630),
a. All permits, inspection;re'cords, and approved plans shall be
available at ;the job site prior to the Start .`of any ;con-
struction ,Jt::These <,dgcuprents are to be maintained and avail-
able until, ,flnal inspection 'approval is granted.
4, All constr,•uction to be : done ',inoconformance; with approved
plans and' requirements of the Uniform Building Code .(1994;:..
Editipri.l` as amended, Uniform Mechanical Code (1.994 'Edition),
and Washington State Energy,'.Code (1994 Edition).
5. Val 1 ii tv of Per•rni t. The issuance of a permit or approval of
plans;,° sp4cifications1:.and computations shall not be con-
strued to_ be a`~ permit for,, or:, an approval of, any violation,!.;.
of :any of the,.prov,is,iansof the building code or of: any,;.
other ordinance of.._the- jurisdict:ion'.; No permit presuming :to,
wive" author> itPy',to ..v plate w candel the provisions of this
code? shat 1:. be, gal td'.
CITY OF TUKWILA
Permit No: D96 -0082
Status: ISSUED
Applied: 12/02/1996
Issued: 01/14/1997
CITY OFC VKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
FOR STAFF USE ONLY
Projrct Numt .
Permit Number:; (Q.'"' 0dpl
Commercial / Multi- Family Tenant Improvement / A.teration 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.
Project Name/Tenant: � � jay
co v-a
Value of Cons�c� �DO�,...
Site Address 1 City State /Zip:
oo An lover Part e_ EL5� Tuw t WA
Tax Parcel Number
€ t# w4- 9093 -08
Property Owner: 1$tgg
w
� � t-e_
Phone:
575-35oa
Street Address: li City State/Zip:
Fax #: 575 - 3575
Contact Person: lj1,� � rj�
f tin 5 y t'5 wtc� -- DLVf %(1 ,deli !-e- Av�� +c.c -4"
Phone:
433 - 1 q 7
Street Address: C'ty State/Zip:
'114 / Z 278 Li-kale- ..k.v -b a vt Q s.e . 5) G cii -f�. 1016,8
Fax #:
eA4(0 - SSL.0�
i'none:
Contractor: ` /
ofie
Street Address: City State/Zip:
Fax #:
Architect:
p�la � 41 -e le' C... e�-� --
Pnone:
433 -�q97
Street Address: Cit State /Zip:
2818 In -ur Cu 50. . �eQ.t e, lr+ 98ftob'
Fax #:
;.4. g3{A
Engineer:
Phone:
Street Address: City State /Zip:
Fax #:
Description of work to bp done: r ' c
fF rY1r 1/�:. _4' O ( g.-N.1 -k &A 1)1c �Ibi- (� -,:d • 00)1 ,i1 ut +m/I of IlE,.0- ��'-Lf it L'igt1l',oak 1 r
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church tg Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church 2%Manufacturing Cl Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? 11 yes no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes n no
Existing fire protection features: ►: sprinklers ❑ automatic tire alarm ❑ none ❑ other (specify)
Building Square Feet: 44, WI S-C existing
Area of Construction: (sq. ft.) 1 4, So S,,T;
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El no
Attach list 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 Zoe ❑ Hauling
❑ 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 L-I Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
Cl 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. 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 rio 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:
CTPERMIT.DOC 7/9/96
Date application expires:
-Q
Application t 'ep�y: (initials)
ALL COMMERCIAL /MULTI -FA Y TENANT IMPROVEMENT /AL ' DON PERMIT APPLICATIONS
MUS BE SUBMITTED WITH THE FOLLOWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE 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).
Five (5) sets of working drawings, 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 locaticn 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 sLe 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 civilsite 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 constriction 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 Date 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.
❑ ❑ 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 Certificate of Contractor ".
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 ! AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHOR! ED AGENT:
Signature: aQ _ 6
c. -e�v1
Date: I cl rn
' _. F,
Print name: A tool r
Phone:
41411
I City /State /Zip
Fax #: h �9 - 8�
�t Cigi
g
Address i Z l 8 2. Y1 �u. ur IO
>
30 .
CTPERMIT.DOC 7/9/96
[
/•
*** + � �
���+*��***+��****���***+*»**��* ��*+**+ +�+�a* *v��*�+*+
CITY .OF TUKNILA, WA TRANSMIT
****+*****+*a*+**+a++* mk aANA*4v9*K4~/***+*w****k**Otk*+*^***+**A+*_
TRANSMIT Number: Q9600515 Amount:
56.71 12/03/96 14:14
Payment Method: CHECK Notation: DAVID %EHLE ARCH Init: BLB
~
Permit No: D96-0082 Type: DEVPERM DEVELOPMENY PERMIT
Parcel No: 262304-9093
Site Address: 480 ANDOVER PK E
Total Fees: 148.46
This Payment 56.71 Total ALL Pmts: 56.71
Balance: 91.75
***+*****+***+**a+******+***i*****ia**A****a*******i*****ia*****
Account Code
000/345.830
• Description
PLAN CHECK - NONRES
Amount
56.71
268 12/03 1619 TOTAL 56^71
•
****++***************a*+**++**++++++*+***++*+***++A*++k+A**+*+**
CITY OF TUKWILA,'WA ���~-- TRANSMIT
/L~����/J.
+**a+«**+*+*******++*��°*��=�+pcXMa**********+***+»****++***
TRANSMIT Number: R9700530 Amount: 91.75 01/14/97 1436
Payment Method: CHECK Notation: VALCO GRAPHICS Init: SLD
Permit No: D96-0082 Type: DEVPERM DEVLOPMENTPEQMIT
Parcel No: 262304-9093
Site Address: 480 ANDOVER PK E
Total Fees: 148.46
This Payment - 91.75 Total ALL Pmts: 148.46
` *^
Balance:
it*AA**+***********a+**A**a**********a*a****a****+*+*******«*****
Account Code Desoription • Amount
000/322,100 BUILDING - NONRES 87.25
000/386.904 ' STATE BUILDING SURCHARGE 4.50
6535 01/16 9617 TOTAL 91.75
~�� Environmental
G
N
Construction eotechnical
Consulting • Englnooring • Testing
TESTED FOR:
DATE ::
REPORT OF FIELD INSPECT /ON AND
TOM POWERS
BARCLA Y DEAN CONSTRUCTION
4623 - 7TH AVE. S.
SEATTLE, WA 98108
2/27/97
RecEavti
MAR 12 1997
DE VELOP NE T
CONCRETE COMPRESSION TEST
PROJECT: VALCO GRAPHICS
PRINTING PRESS WORK -PIT
480 ANDOVER PARK E. Z
OUR REPORT NO.: 712 - 70022 -2
LOCATION OF PLACEMENT Printer pit walls.
DATE PLACED
DATE RECEIVED IN LAB
QUANTITY PLACED, CU /YD
DELIVERY TICKET NO. /TRUCK NO.
SAMPLE TIME
SLUMP, IN.
AIR CONTENT, %
AIR TEMPERATURE, °F
CONCRETE TEMP., °F
FIELD DATA SUBMITTED BY
2/27
2/28
13
Y326649/58
9 :35 am
4.5
70 (indoors)
61
J Allen
FIELD DATA
SUPPLIER
MIX NUMBER AND PROPORTIONS
CEMENT, LBS
FLYASH, LBS
WATER, LBS
FINE AGGREGATE, LBS
COARSE AGGREGATE, LBS
ADMIXTURE, OZ
ADMIXTURE, OZ
Salmon Bay
6.5 sk (r /a ")
4 WRA
COMPRESSION TEST RESULTS
LABORATORY
SET NO.
TEST
MDAYSJ
DATE OF
TOTAL:
LOAD.
(WSJ
.... CYLMIDBt':
AMMETER
CYLNVOBm
AREA
Isotgl: .
COMPRESSIVE
" STAaVGTN
IPSII:.
3834
3835.
3836.
7.
28.
6.00
6.00.
6.00,
28.27.
28:27..
28.27
SPECIRCATIONS
28.
4,000
REMARKS: All items inspected (special inspections) were in conformance with approved
plans and project specifications. Sampled at 9 of 13 cubic yards. Reinforcing steel
conformed to detail B of drawing.
cc: (1) BARCLA Y DEAN /Tom Powers
(1) VALCO GRAPHICS /Steven Klem
(1) TUKWILA BLDG. DEPT.
(1) SUPPLIER
JA /Id
OBSERVATIONS
X Cylinders made by a PSI representative.
X Cylinders picked up by a PSI representative.
Test results comply with applicable
specifications.
_ Test results do not comply with applicable
specifications.
X Reinforcing steel was visually inspected and
found to comp /y with plans and project
specifications.
Reinforcing steel does not comply with
plans and project specifications (see the
attached report).
9 Gallons of water were added on the site.
Respectfully submitted,
PR I FhSSIONAL SE ICE INDUSTRIES, INC.
Richard A. Bergquis,/,;'E.
District Manager
n formation To Build On
PSI • 7400 Third Avenue South • Seattle, WA 98108 • Phone 206/762 -4664 • Fax 206/763 -2936
��Environmental.
Geotechnical
r Construction
Consulting • Engineering • Testing
TESTED FOR:
DATE ::
REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST
TOM POWERS
BARCLAY DEAN CONSTRUCTION
4623 - 7TH AVE. S.
SEATTLE, WA 98108
2/25/97
PROJECT: VALCO GRAPHICS
PRINTING PRESS WORK -PIT
480 ANDOVER PARK E., TUKWILA
OUR REPORT NO.: 712 - 70022 -1
LOCATION OF PLACEMENT Printing press pit slab.
DATE PLACED
DATE RECEIVED IN LAB
QUANTITY PLACED, CU /YD
DELIVERY TICKET NO. /TRUCK NO.
SAMPLE TIME
SLUMP, IN.
AIR CONTENT,
AIR TEMPERATURE, °F
CONCRETE TEMP., °F
FIELD DATA SUBMITTED BY
2/25
2/26
5
Y326556/42
3:15 pm
4
55
60
✓ Allen
FIELD DATA
SUPPLIER
MIX NUMBER AND PROPORTIONS
CEMENT, LBS
FLYASH, LBS
WATER, LBS
FINE AGGREGATE, LBS
COARSE AGGREGATE, LBS
ADMIXTURE, OZ
ADMIXTURE, OZ
Salmon Bay
611
241
1310
2000
4 WRA
COMPRESSION TEST RESULTS
LABORATORY
SET NO.
TEST.
AGE
!DAYS,
DATEOF
TOTAL :':.
LOAD.
cyuNDD?
DIAMETER:.
CYLINDER
AREA.
ISO.IN.1
COMPRESSIVE
STRENGTH:
/PSI!
3785::.
3786;
3787
28.
::28
3/4..
3/25
2/25
123;300
160;200
161,200 :,
6.00
•
600.;
6 00:
28.27:
2827:
28 27
4;360 •
5,670 •
•
5;700
SPECIFICATIONS
28.
4:000'
REMARKS: All items inspected (special inspections) were in conformance with approved
plans and project specifications.
cc: (1) BARCLA Y DEAN /Tom Powers
(1) VALCO GRAPHICS /Steven Klem
(1) TUKW /LA BLDG. DEPT.
(1) SUPPLIER
JA/Id
OBSERVATIONS
X Cylinders made by a PSI representative.
X Cylinders picked up by a PSI representative.
X Test results comply with applicable
specifications.
_ Test results do not comply with applicable
specifications.
X Reinforcing steel was visually inspected and
found to comply with plans and project
specifications.
Reinforcing steel does not comply with
plans and project specifications (see the
attached report).
_ Gallons of water were added on the site.
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES INC. RECEIVED
Aler-e) Richard A. Bergquist, P.E.
District Manager
Inforiniltion To
PSI • 7400 Third Avenue South • Seattle, WA 98108 • Phone 206/762 -4664 • Fax 206/763 -2936
APR 0 8 1997
H'IPEOPMIENT
�� Environmental
Construction
Consulting • Engineering • Testing
TESTED FOR:
DATE:
REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST
TOM POWERS
BARCLAY DEAN CONSTRUCTION
4623 - 7TH AVE. S.
SEATTLE, WA 98108
2/27/97
PROJECT: VALCO GRAPHICS
PRINTING PRESS WORK -PIT
480 ANDOVER PARK E.
OUR REPORT NO.: 712-70022-2
LOCATION OF PLACEMENT Printer pit walls.
DATE PLACED
DATE RECEIVED IN LAB
QUANTITY PLACED, CU /YD
DELIVERY TICKET NO. /TRUCK NO.
SAMPLE TIME
SLUMP, IN.
AIR CONTENT, %
AIR TEMPERATURE, °F
CONCRETE TEMP., °F
FIELD DATA SUBMITTED BY
2/27
2/28
13
Y326649/58
9:35 am
4.5
70 (indoors)
61
J Allen
FIELD DATA
SUPPLIER
MIX NUMBER AND PROPORTIONS
CEMENT, LBS
FLYASH, LBS
WATER, LBS
FINE AGGREGATE, LBS
COARSE AGGREGATE, LBS
ADMIXTURE, OZ
ADMIXTURE, OZ
Salmon Bay
6.5 sk P/e ")
4 WRA
COMPRESSION TEST RESULTS
LABORATORY.
SET NO.
TEST ;
AGE'
/DAYS)
DATE OF
TEST:.
TOTAL
(LBS.,
CYLINDER:
D/AMEYH1;
(NJ :' ....
CYLINDER
.:.AREA
(SOLNJ
COMPRESSIVE
STRENGTH
3834.:
3835
3836 •
1A
1C
28
28
3/5
3/26:
3/26
126,200:..
150;500
155100
6 :00 :.
6.00.
6.00.
28.27
28.27
28.27
:4,460
5 ;320.
5,490;:.
SPECIFICA77ONSi
4; 00:
REMARKS: All items inspected (special inspections) were in conformance with approved
plans and project specifications. Sampled at 9 of 13 cubic yards. Reinforcing steel
conformed to detail B of drawing.
cc: (1) BARCLA Y DEAN /Tom Powers
(1) VALCO GRAPHICS /Steven Klem
(1) TUKWILA BLDG. DEPT.
(1) SUPPLIER
JA /Id
OBSERVATIONS
X Cylinders made by a PSI representative.
X Cylinders picked up by a PSI representative.
X Test results comply with applicable
specifications.
Test results do not comply with applicable
specifications.
X Reinforcing steel was visually inspected and
found to comply with plans and project
specifications.
Reinforcing steel does not comply with
plans and project specifications (see the
attached report).
9 Gallons of water were added on the site.
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES. ✓. E I `i ED
APR 081997
Richard A. Berggwst, P. E.
District Manager COMMUNITY
tl! /O)'IIl(ItU)1l TO Bill EVELOPMENT
PSI • 7400 Third Avenue South • Seattle, WA 96106 • Phone 206/762-4664 • Fax 206/763 -2936
• Environmental MBE Geotechnical
1,f.!JConstruction
Consulting • Enginooring • Mating
TESTED FOR:
REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST
TOM POWERS
BARCLAY DEAN CONSTRUCTION
4623 - 7TH AVE. S.
SEATTLE, WA 98108
DATE: 2/25/97
PROJECT: VALCO GRAPHICS
PRINTING PRESS WORK -PIT
480 ANDOVER PARK E., TUKWILA
OUR REPORT NO.: 712- 70022 -1
LOCATION OF PLACEMENT Printing press pit slab.
DATE PLACED
DATE RECEIVED IN LAB
QUANTITY PLACED, CU /YD
DELIVERY TICKET NO. /TRUCK NO.
SAMPLE TIME
SLUMP, IN.
AIR CONTENT,
AIR TEMPERATURE, °F
CONCRETE TEMP., °F
FIELD DATA SUBMITTED BY
2/25
2/26
5
Y326556/42
3:15 pm
4
55
60
J Allen
FIELD DATA
SUPPLIER Salmon Bay
MIX NUMBER AND PROPORTIONS --
CEMENT, LBS 611
FL MASH, LBS
WATER, LBS 241
FINE AGGREGATE, LBS 1310
COARSE AGGREGATE, LBS 2000
ADMIXTURE, OZ 4 WRA
ADMIXTURE, OZ
COMPRESSION TEST RESULTS
LABORATORY
SET NO:
TEST
AGE.
!DAYS)
DATE OF
TOTAL
LOAD.
tLBS./
• cYLMIDER . :
DIAMETER. .
(N.)
CYLWDER
AREA
ISO.W.)
COMPRESSIVE
STRENGTH
3785
3786
3787
28:;.
28:
3/4;, ..
3/25:
2/25
6 :00::,:
6.00::..
6.00
28.27
28.27
28.27
SPECIFICATIONS::
>z8
4,000.
REMARKS: All items inspected (special inspections) were in conformance with approved
plans and project specifications.
cc: (1) BARCLAY DEAN /Tom Powers
(1) VALCO GRAPHICS /Steven Klem
(1) TUKWILA BLDG. DEPT.
(1) SUPPLIER
JA/Id
OBSERVATIONS
X Cylinders made by a PSI representative.
X Cylinders picked up by a PSI representative.
Test results comply with applicable
specifications.
Test results do not comply with applicable
specifications.
X Reinforcing steel was visually inspected and
found to comply with plans and project
specifications.
Reinforcing steel does not comply with
plans and project specifications (see the
attached report).
Gallons of water were added on the site.
Respectfully submitted,
PRO SSIONAL ERVICE INDUSTRIES,- INC.
Richard . Bergqui
District Manager
MAC 0 1997
CC riy
DEVELOi'til'HEN, T
1//formatio// To Build On
PSI • 7400 Third Avenue South • Seattle, WA 98108 • Phone 206/762.4664 • Fax 206/763-2936
City of Tukwila
John W. Rants, Mayor
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL PORN
Project Name ) A'_ (.O
Address 4-9-x) A , cXov�c p L.
Thomas P. Keefe, Rre Chief
Permit No. I r 0 - tOIBZ.
Retain current inspection schedule
Needs shift inspection
Suite
Q Approved without correction notice
Approved with correction notice issued
Sprinklers: ..`...'
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
Z-1
Date
FINALAPP.FRM T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Far (206) 575. 44139.
�-- INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
Project: l/alaa C ,'apotcs
Type oyplsgrl •, f `o
Addres /l/)
/9,12E
Date called: _ / A _ 7
Special instructions:
Date wanted?, 13. 97 p:
:
Requester�Q f, ,2
Phone No..: 9Ott9.. (0 553 '
Approved per applicable codes.
Corrections required prior to approval.
Inspector: \3 (3Jc /
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Receipt No.:
Date:
' INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 -3670
Projectv
(�, 6,V&OA
Tyn e of i ecti o� (
�.(.11\a
Addr .) A 6j� , (
. c
.Date called: i 2,,7 fel
Special instructions:
Date wanted:
..
Requester: � ti
Phone No.: Di Tci 1.0S-56
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Inspector:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
.aer;:..+a�!,.s+ n +a��-ar..+....r'.:wr�,.,...� +.. •ac. ,w+...a „: r. Kanxt nut rA SIti. =nrcu:w.t,1:44,MriZ...VW.M7t::.: : ",77.'
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 -3670
/^y I_ S
sp__ :•
Date call �
2 3 91,
_mtro
loss rCXo r p c._
Special instructions:
.m
Date want / , 7 a1
Z p.m.
/
Re q r: '
-1 -5rla Y)
Phone No.:1 - 6s-3g
Approved per applicable codes.
MENTS:
Nijorrections required prior to approval.
0I_ / n �tl
/10/4.t 1.7.7
`, :/.d. __ _ s ..�.:.... . ilP. ∎s
r
Inspector:
d
/L -1.,1L
$42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date: /...24—
Gy
Receipt No.:
Date:
t
City of Tukwila
John W. Rants, Mayor
Fire Department
Fire Department Review
Control #D96 -0082
(512)
Thomas P. Keefe, Fire Chief
December 9, 1996
Re: Valco Graphics - 480 Andover Park East
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
2. Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort. Exit
doors shall not be locked, chained, bolted, barred, latched
or otherwise rendered unusable. All locking devices shall
be of an approved type. (UFC 1207.3)
Obstructions, including storage, shall not be placed
in the required width of an exit, except projections
as permitted by the Building Code. Exits shall not be
obstructed in any manner and shall remain free of any
material or matter where its presence would obstruct
or render the exit hazardous. (UFC 1203)
Dead bolts are not allowed on auxiliary exit doors
unless the dead bolt is automatically retracted when
the door handle is engaged from inside the tenant
space.
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 1207.1- 1212.8)
Combustible material shall not be stored in exits or
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439
:ti+F:fi^4i:.TS"..e'.�: : +7I;.41 V.,: 2? ni+ . ".s...ahtNaraiasl:itrxrmnmvsma w.aawnr+ssM.r«.
City of Tukwila
John W. Rants, Mayor
Fire Department
Page number 2
exit enclosures. (UFC 1103.3.2.3)
Thomas P. Keefe, Fire Chief
3. All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or
modification. New sprinkler systems and all modifications
to sprinkler systems involving more than 50• heads shall
have the written approval of the W.S.R.B., Factory Mutual,
Industrial Risk Insurers, Kemper or any other
representative designated and /or recognized by The City of
Tukwila, prior to submittal to the Tukwila Fire Prevention
Bureau. No sprinkler work shall commence without approved
drawings. (City Ordinance #1742)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
4. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70).
5. Required fire resistive construction, including
occupancy separations, area separation walls, exterior
walls due to location on property, fire resistive
requirements based on type of construction, draft stop
partitions and roof coverings shall be maintained as
specified in the Building Code and Fire Code and shall be
properly repaired, restored or replaced when damaged,
altered, breached, penetrated, removed or improperly
installed. (UFC 701)
Accumulation of combustible waste material is
prohibited during the demolition phase of this
project. Remove and properly dispose of all waste
material prior to the close of the working day and as
often throughout the day as needed.
This review limited to speculative tenant space only -
special fire permits may be necessary depending on
detailed description of intended use.
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439
City of Tukwila John W. Rants, Mayor
Fire Department Thomas P. Keefe, Me ale
Page number 3
Any overlooked hazardous condition and/or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Yours truly,
The Tukwila Fire Prevention Bureau
cc: TFD TFD file
ncd
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439
•
4—• DETACH TO DISPLAY CERTIFICATE-
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PR(MD) BY LAS AS A
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STATE OF WASHINGTON
t_ DETACH ID DISPLAY CERTIFICATE —.1
•••
F62S-052400 1044
• -•
TOTAL P.02
Le.GAL
THE LAND REFEREED To IN TinS ceWirrsisr is
STATE OF WAENTAGToN, COW(YY OF ram AND IS Dtsc ED AS
Forms: -
PARCEL A:
THAT PORTION OF THE NOBTHEAST HUARTE£r of THE SOUTHEAST
QUARTER of SECT*_OS: 26, TOasIP 23 tom, RANGE 4 EAST.
W.A.„ IN RING COUWrY, WASHINGTON, DESCEIDED AS FOLI.Oi:S:
BEGINNING AT THE SOUTHREST CCU or TRACT 8, RWDOVER
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RECORDED IN VOLOISE 83 OF PLATS, PAGES 22 AND 23, Ft'EPPD6 OF
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151
E3IJILhI -
,1 HANT I PIZoVCrICt1 - PERMIT "l
Fog - .WO lr- Th) BUILE ING
BUILpIIJG - B
THIS PROPeRTh' 19 UNDER
SEPER A 1E oWIiI RSHIP 4, 1,s Ho ,
PIGugEO :'tri fFtih PEKMIi
P4 -cFL L
PitR.c-Et- ?�
Nboo a
CDEC I PRO D U
0 9 199•
AS: NOTED �, 1t]
BUt
NG DI
FILE COPY
understand that the Plan Chock cp ^r,a �ro
bject to errors and omissions and app c,1
ans does not authorize the violation of any
opted code or OldkOMOR R OsIpt of contract
Py of approved plus 1111111111atediped.
Date Q
Penh f%
No.. D "1 �- -00 17�.
E i511Na 1ARKIN6 LOT
iJo �J aJ3K M QUI�iED
EA TIP6 PPRKIPJV L o-f
IJO kbPK REGtUIFiCl2
is' Wiqe. PuSL.1G
u1ILIT"( EM -r1 N-r
.ra-direzz AleAsome-,
:et 4rAM
PERMIT
F' =4'Ji JF3:
❑ IVECHA^.,CAL,
EL,EC T P;1CAL
0-PLUMBING
❑ CAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
f!NRA/EI3 rit•P■K ; EPEAr
RECEIVED
CITY OF TUKWILA
DEC 0 21996
PERMIT CENTER
fib.
l41i�\
• RBQE AND RELOCATE DUSTING 20 MkUMRATS Ter DOOR AND
ALL N OPENING WIT1 WV TYPE IT GRAD. BOTH SIDES OF
STUDS 18" 0.C. F111191 SMOOTH & FLUSH AND PAINT.
RE' ocATED 22 MINUTE RATED MKT DOOR AND JAMB.
E105TNNG FULL HEIGHT WALL TO BE REMOVED.
a IDczna PARTIAL t8(itfT WALL To BE REMOVED.
I] NEW FULL IIEIC HT WALL TO BE INSTALLED. SIN' GYP.BD. BOTH SIDES
OF 3 iirtIEEL ST106 O 2•- O.C- FROM FLOOR H5 UNDERSIDE OF
SUSPENDED CEILING. SEE DETAIL VA,
0 PARRA/ ewer WALL TO BE INSTALLED. sr GYP.BD. 80T11 SIDES
STEEL STUDS! 24" O.C.. FROM FLOOR TO •' - 1012" 6 MATCH
maw WALL MONT AND CAP DETAIL. NISThLL STEEL ANGLE
SUPPORT e ENOS OF WALL ANO.8' - 0" OC. MAX, SEE DETAIL 21A -1.
• EXOT1NG RAL NEWT WALL TO Re/AN. ALL WALLS ARE EXISTING
UNLESS NOTED OTHERWISE.
® ms-alGPARTALI6GNTWALLT)R9AAN1.
® SOME COUY4TOMANN.
® EXISTING PAR OF S TDOORS TO MANN.
8 EXISTING Se' DOOR TO REMAIN.
® NETV 347 SOLID CORE V OOD DOOR WITH 1 12 PAIR BUTTS. LATCHSET.
39LE NCERS. METAL SAM. SEE DETAIL 3IA -1.
1'=1 vEPLOGC 0a1-1AG1 G (kigrjG 1]L , 4 GC_Ip
FOR ROLLS SWAM NM
s -D'sif MFYIOI r
to
B'A
al°LAYEO.i5• To AM
Elf acne • ROOF 4 TOP CF
STEEL TRACK
eer. srr .80. sow moss
STEEL TOWS • ' OC.
Leis
J1yi?o
ALL HEAD g SI,I. CLG.
1-vr r-®^
'.5C`NIlL1E 3i4•
NY GYP? BO. E0114 SIDES
OF-STEEL 3805
Ar.6At°JQU
DOOR
HOLLOW METAL ate
QTYPICAL IWTERIOR DOOR JAMB
SCALE.I • r -0"
:9
1941- ou
2-21 -o"
?sr °QD i 29! 0j1
0
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ff
191-o"
et21 -on.. iI.- fin
PRopuQtrorl
OF FICA orFIGE
ri'ie6:
THOR WILL RE HO r1oPIFKATio.L -(o ri-
LIGft1I 4 =MVAG 9`(61 - 14 OQ CHANG i
TO 'ijj. • I5"tJ11;DING ON1VELOriE
G_-
PRoPL1VVIoH i
i'PROD.
YK0PDC.T1DN.
GITY OF TUKWILA
APPROVED
DEC 091996
AS ^IO1ED
BUl�uiiVli DI - Vrsi�l ^.
gi.ON .s1611 WOLD14
FIR51- oLOQR PLAN
ECEIVED
CITY R OF TUKWILA
DEC 0 21996,
PERMIT CENTER