HomeMy WebLinkAboutPermit B96-0245 - BOEING #21-03 - LOBBY CANOPYCity of Tukwila L (206) 431-3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
BUILDING PERMIT
Permit No: 896 -0245
Type: 8 -BUILD
Category.: ACOM
Address: 3417 S 120 PL
Location:
Parcel *: 102304 -9068
Zoning: M1 M2 CM
Type Const: V -N
Gas /Elec:
Wetlands:
Water: 125
Contractor License No.: BOEINC*294ML
Status: ISSUED
Issued: 09/04/1996
Expires: 03/03/1997
Type of Occupancy: OFFICE
Slopes: N
Sewer: VAL VUE
TENANT BOEING *21 -03
3417 S 120 PL, SEATTLE, WA 98124
OWNER SABEY CORPORATION
201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119
CONTRACTOR BOEING COMPANY
P.O. BOX 3707, M/S IF -09, SEATTLE, WA 98124
CONTACT TERRY BENNETT Phone: 206 544 -2975
P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INSTALL EXTERIOR LOBBY CANOPY.
SETBACKS
Units: 001 Front: .0 Back: .0
Buildings: 001 Left: .0 Right: .0
Fire Protection: SPRINKLERED
UBC Edition: 1994 Valuation: 4,000.00
Total Permit Fee: 148.46
******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
4.014
Permit Center Authorized Signature
14-9 c°
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 provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign for and
obtain this being pegm
Signature:
ls, ,/y �l!�f Date: r%
Print Name: Title:
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.
Address: 3417 S 120 PL
Suite:
Tenant: BOEING #21 -03
Type: B -BUILD
Parcel #: 102304 -9068
CITY OF TUKWILA
Permit too: B96 -0245
Status: ISSUED
Applied: 08/14/1996
Issued: 09/04/1996
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Permit Conditions:
1. No changes will be made to the plans unless approved by the
Architect or Engineer and the •Tukwila .Building Division.
2. All permits, inspecti approved plans shall be
available at the "iab s.i•te' prior• to the start ; of any con -
struction, These_ "document , ai'e to' be maintained and avail-
able until final` inspect`"'I approval is aranted
3. When specs a"l inspect i on : i s reads r•ed either owner,
architect,:,or: engineer :shall noti,fv the Tut:wi 1.a ,,Bus ldina
Division.:of appointment ,of "the insp agencies prior to
the fi inspection.,.: Copies of all special
ti r•
inspecon epo,rts, shall by submitted to the Building
Division in a timely manner: Reports shall contain address_.
project name, permit numberand type of inspection being
performed;:
4. The: special inspector!.shall.submit."a final signed report
start "ino whether the work' re,quirinq 'special inspection as,
to the best of the "i nspector `s knowledge ; i n contor.mance
with approved plans and specif ications,.and, the applicable
wormansh,i p provisions ; . of ` -,the UBC.
5 Al�l`'structural shall, be .done b;v W: A.B.O. certif secs
wel:d,er•s' ;'and spet'.ia1" inspected. (UBC. - '306(a)5).
6 A1' onstruction t,o .tie ` i.n',conformance with approved.,,
plan. and rea.uirements'of the 'Uniform Biri iding Code (1994
Ediition') ",as amended, Uniform Mechanical Code (1994' Edition)_
and. Washi.nq,ton State Energy Code, (1994" Edition).
7. Vali. .Permit. The issuance of a permit or approval
plans, specifications, and computations shall not be con-
strued .to be a permit to or an approval of;.anv violation
of any ':,of the provisions of the building-code or of any.
other- ordinance: ut the i.urisdiction. No permit".presuminu to
give authority to violate or•: cancel the provisions of this
code shall`.be. valid.
Project Name/Tenant:
BOEING DEFENSE AND SPACE GROUP
❑ Multi- family ❑ Warehouse El Hospital
❑ Motel /Hotel 'Office
❑ Other
Value of Construction: -_.
QDl) ,
Site Address: �� D
_3 �o. 420 - Tt ,5/4 02/ -03
City State /Zip:
Tax Parcel Number:
A002-3 0V 7
Property Owner: THE BOEING AIRPLANE COMPANY
Existing fire protection features: p sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Phone:
Area of Construction: (sq. ft.) .5
Street Address:
PO BOX 3707 M/S 46 -87 SEATTLE,
tv
,q Sti�/
Fax #:
206 -544 -2854
Contact Person:
TERRY BENNETT
Phone:
206- 544 -2975
Street Addrespb BOX 3707 M/S 46 -87 SEATTLE, WA. 98191Y State /Zip:
Fax #:
206_544 -2854
Contractor:
Phone:
Street Address:
City State/Zip:
Fax 0:
Architect:
G. /7
,
760 .23 3 -d o
Phone:
Street Address:
City State /Zip:
Fax #:
Engineer:
Phone:
Street Address:
City State /Zip:
Fax #:
Description of work to be done: g . . . .,. . . d 1 „ . e 4 / X 1 ...
‘4" 1
Existing use: ❑ Retail ❑ Restaurant
❑ Church 3 Manufacturing
❑ School /College /University
❑ Multi- family ❑ Warehouse El Hospital
❑ Motel /Hotel 'Office
❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital
❑ Church Manufacturing ❑ Motel /Hotel Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes 5rno
If yes, extent of change: (Attach additional sheet it necessary)
Will there be rack storage? ❑ yes j71 no
Existing fire protection features: p sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: c 911, existing
Area of Construction: (sq. ft.) .5
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no
Attach list of materials and storage location on se.arate 8 1/2 X 11 •a•erindicatin• • uantities & Material Safet Data Sheets
CTPERMIT.DOC 7/9/96
CITY OF T' 'KWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
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 mall or facsimile.
APPLICANT REQUEST FOR PUBLIC.WORKSiSITEJCIVIL PLAN REVIEW OF.,THE FOLLOWING:'?
(Addltlonal revlews.may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer 0: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt 0: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent 0 Size(s):
❑ Water Meter Temp 0 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 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:
1 — To
Date application expires:
Applicatio Apo/a/4
BUILDING OWNER OR AUTHOR! D VENT:
Signature:
,� .��
Date: g://5//9
Print name:
TERRY CiENNETT
Phone:
544 -2975
1 Fax II: 544 -2854
Address
BOX 3707 M/S 46 -87
City /State /Zip SEATTLE, WA. 98124
ALL COMMERCIAUMULTI -FA TENANT IMPROVEMENT /ALT - TION PERMIT APPLICATIONS
MUS r E SUBMITTED WITH THE FOLLO ING:
ALL DRAWINGS TO 13E 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
El 17i Complete Legal Description
T21'
❑
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 location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ r( Floor plan: show location of tenant space with proposed use of each room labeled
❑ ILI 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.
CI any
Map showing location of site
T IC ❑ 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.
❑ zi Indicate proposed construction of tenant space or addition and walls being demolished
❑ Construction details
0 in 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.
❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
Tr ❑ 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 ".
Pz
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
1 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.
C'I'PERMIT.DOC 7/9/96
:'•k*1*
CITY OF l'UI'WILA.
•h1:*AkAAhk44*k*Ak
1P(•iN6MIT Number
Payment Method
Permit tdo
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3! A-° G
kkA•k.4.
R9600462 Amount:
CASH Notation: 13
: B96--0243 Taoc4: 13•-13IJI1_I? BUILDING PEF;t4IT
Parcel No: 102804 -9068
S i t e Address: 3417 6 120 PL
A #•k4:A A **4 * *A*4k.k.4A•k4•kA
148.46 08/14/96 09:39
OEIWG Init: SLI3
Total Feos: 146.46
This Payment 148.46 Total ALL Outs: 148.46
I3al4nce: .00
•re4A•A•k4f;A*•tk4i..44.4A*A*A 4o4•k4 h4 *A k•4.4* k4*4*4.4 *•4*4r4•k *••A*44 *•4* 4 *4**•k
Account Code Description Amount
000/322.100 BUILDING - NGNRE$ 87.25
000/345.830 PLAN CHECK - NONHE6 56.71
000 /3€16.904 STATE BUILDING SURCHARGE 4.50
Project 2,/- O
,
Type of inspect: n
Address:
t
Date called:
Special instructions:
Date wanted
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eV
p .m.
Requester:
Phone No.:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
Approved per applicable codes.
Inspector:
INSPECTION RECORD
Retain a copy with perm
Date:
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS:
J
Date2 ,2_9...95
F $42,00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
V xzaa•Y.•N.C7.W. itturIler..nr xmr!acs+44,.4.eaeanrea, .:+Fr+w.nnuctzmntgli er,•f7 N*rPCrrxs °w
�jr+ .. � City of Tukwila John W. Rants, Mayor
° . kW Department of Community Development Steve Lancaster, Director
1909
August 19, 1996
Mr. Terry Bennett
The Boeing Company
P.O. Box 3707, M/S 46 -87
Seattle, Washington 98124
Dear Mr. Bennett:
SUBJECT: Development Permit Application Number B96 -0245
Boeing #21 -03
3417S120P1
This letter is to inform you that your permit application received at the City of Tukwila
Permit Center on August 14, 1996, was reviewed at the August 15, 1996, plan review
meeting. Your application was determined to be complete. Your permit has begun the
plan review process, you will be notified of any corrections or when your plan is
approved.
If you have any concerns or questions please contact me at the City of Tukwila Permit
Center at (206) 431 -3672.
Sincerely,
- Pam /1/L
Kelcie J. Peterson
Permit Coordinator
File: B96 -0245
V1F*21ilWartialPtr 4.- 3xlMar ....14.0optr<r nm. nu rr.. n. rrwutat.mk ont .
FILE COPY
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
A"':j'`. *A 1EPISTFIATig1ktUMPER: ':• -.34:•-;',' '•
01PIAATi Ti.UTE
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DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
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S EAT T LE 'WA .!'98124 -2207
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STATE OF WASHINGTON
RECEIVED
CITY OF TUKWILA
AUG 1 4 1996
PERMIT CENTER
F625 -052.000 (3.921
r
BOING MILITARY AIRPLANES
BOEING DEFENSE & SPACE GROUP
21 -03 BUILDING
DEVELOPMENTAL CENTER
SEATTLE, WASHINGTON
STRUCTURAL CALCULATIONS FOR
EXTERIOR LOBBY CANOPY
JOB NO: 760223 -00
MOSEN ABDI
AUG 7TH, 1996
APPROVAL
RECEIVED
CI i Y OF TUKWILA
AUG 1if 1996
PERMIT (!FMrreq
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M itilAt
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` REVISED
DATE
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RECEIVED
CITY OF TUKWILA
AUG 1 4 1996
PERMIT CENTER
J15.047
ENCR.
1412091
3 /94
REVISED
DATE
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UG 1 G 1996
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DATE
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RECEIVED
CITY OF TUKWII A
C, AUG 1 if 1996
4 4"`ffl? $' -- L1,3 -
6bx 30.31.
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T3 poIi evfi. 2iq� l000 PERL IT CENTER
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DATE
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RECEIVED
CITY OF TUKWILA
AUG 1 4 1996
PERMIT CENTER
N
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J15-047
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FILE COPY
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DEVELOPME
DEVELOP'
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apy Of 9 co __ "_r latill
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9725 EAST
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IVARGI SAL WAY SOUTH
I LA WASHI\JGTON 98108
CELLED
VICINITY MAP
AREA MAP
GENERAL NOTES
DRAWING INDEX
CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST
BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT
ABOVE MENTIONED SET OF DOCUMENTS.
DIMENSIONS
2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS.
3. COORDINATE WORK WITH OTHER CRAM.
4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 -51 COL N /1,
AFTER COMPLETION OF THIS CONSTRUCTION.
DRAWING NUMBER
SHEET
NUMBER
TITLE
REVISION
NUMBER
DATE
FROM DOWNTOWN SEATTLE
cr. ^ 900
to '` % �� '3,, 1
1 � ` / \
oa \ \ ,� T 1
yS � G� 'S _
9, ,� \c\ �,
� a N \ r- 1, V
� �� 1 1
99 , ./ �\ \� � L us �'
\� \ y am �� 'j I Mb —�\
�� man Lot / ` /\ 1 a
\ ���� i�
\� j s BOEING Ro
�i Ei - ` 4 C1 \ A\ «
\ \
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%/
V % i �y,
=� / ; I
A ! ki I � S
75F7-
BLDG. 21 -03 ADDRESS
3417 S0. 120TH PLACE
SEATT SEATTLE WA
LE,
(EAST MARGINAL WAY
CORPORATE PARK)
21 -03 -A1
21- 03 -1A01
21-03-1A10
21-03-A502
21- 03 -A503
Al
1A01
1A10
A502
A503
TITLE SHEET
-
FIRST FLOOR PLAN
FLOOR PLAN
SECTIONS AND DETAILS
ORIG
6
B
ORIG
08.07.96
08.07.96
08.07.96
08.07.96
SECTIONS AND DETAILS
ORIG
08.07.96
PROJECT
l
SITE
\
21 -02
I
21 -01
\
PROJECT CHECKLIST
I 1 \
CHECK
BOX
® THESE DRAWINGS CONFORM TO THE 1994 vac., U.F.C., U.P.C.,
AND COMPL I ANCE W OF ZGNING, BY LOCAL ORDINANCES,
® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10-A.
El BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION.
NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE:
®
® 1. TENANT IMPROVEMENT (STRUCTURAL):
SETS OF ARCHITECTURAL DRAWINGS
❑ 6 SETS OF STRUCTURAL DRAWINGS
❑ 6 SETS OF STANDARD DETAILS
® 6 SETS OF ENGINEERING CALCULATIONS
❑ 6 SETS OF ENERGY CALCULATIONS
❑ 6 SETS OF CONSTRUCTION SPECIFICATIONS
❑ 2. TENANT IMPROVEMENT (NON- STRUCTURAL):
❑ 5 SETS OF ARCHITECTURAL DRAWINGS
❑ 5 SETS OF STANDARD DETAILS
❑ 5 SETS OF ENERGY CALCULATIONS
❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS
❑ 3. MECHANICAL, 5 COMPLETE SETS.
El 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS.
® BRIEF PROJECT NARRATIVE:
PROVIDE 8' -0 "W x 17' -0 “L x 11I-0” H EXTERIOR CANOPY.
!
21 —03
CODE SUMMARY
LAND USE CODE TUKWILA
BUILDING CODES 1994 U.B.C., U.F. ., U.P.C., WASHINGTON STATE ENERGY CODE
AND THE WAC 51-20 AS ADAPTED OR AMENDED BY LOCAL
ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING
OCCUPANCY GROUP GROUP B
CONSTRUCTION TYPE TYPE V -N (SPRINKLERED)
FLOOR AREAS:
BUILDING FOOTPRINT 236,530 SF
BUILDING GROSS 256,948 SF
1
1
-
I
L
�
�6
1
21 -05
v
AREA EXIT CALCULATIONS
1ST FLOOR TOTAL: 36,000 SF
OFFICE: 21,436 SF /I00 = 215 OCCUPANTS
COMPUTER ROOM: 12,318 SF /300 = 41 OCCUPANTS
TOTAL : 256 OCCUPANTS
2ND FLOOR TOTAL: 36,000 SF
OFFICE: 32,647 SF /I00 = 327 OCCUPANTS
STORAGE: I , 020 SF 300 = 4 OCCUPANTS
/
TOTAL : 331 OCCUPANTS
GRAND TOTE: 587 OCCUPANTS /50 = 11.74 LF REQUIRED EXIT WIDTH
12.00 LE PROVIDED EXIT WIDTH CITY OF TUKWILA
PROJECT ;EXIT
SITE �X. � � f y; I57
\ �
�-
T °
� � 4 ��� : \\
4
� T =
I� �-- �1 ) v v
I /� 900
sss
I ( � '1 4 FROM KENT \'�
I I C PORATE MARGINAL PARK WAY TUKWILA & AUBURN
99 5
99
FROM SEATTLE TACOMA AIRPORT
N
NO SCALE
DEVELOPMENTAL CENTER
.—
I
I
J �_
I
- \
L
____ -
\�
1
\\
IMO. ..0
b ��J
aMeleAi
NO SCALE
EAST MARGINAL WAY CORPORATE PARK
BUILDING HEIGHT 30' -6"
STORIES 2 AUG 2 8 1996
OCCUPANT LOAD: 1,274 AS NOTED
E
BUILDING DIVIRION
FIRE SPRINKLERED
EXTERIOR NON-13 ARING WALL UNPROTECTED
STRUCTURAL FRAME 1-HOUR AT OFFICE; V-N AT WAREHOUSE AREA
ROOF 1 -HOUR AT OFFICE; V -N AT WAREHOUSE AREA RECEIVED
SEISMIC ZONE 3 CITY OF TUKWILA
WIND LOAD 80 MPH EXPOSURE C AUG 14 1996
SNOW LOAD 25 PSF
PERMIT CENTER
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
❑ AUBURN, WA. 98002
ACCEPTABNTY
TM'B D� ""D
SPECIFlCADON IS APPR
DRAWN BY
G.MILLER'
DATE
SOMME
SOMME
TITLE SHEET
LAST REVSIO S BOL
N (YM
DATE
� ❑ EVERETT, WA. 98201
CHECKED
SHEET
Al
DP
B &z ciar ❑ KENT, WA. 98031
APPROVED BY
DEPT.
DATE
MILLER
08.07.96
D'LE
BUILDING 21 —03
ARCHITECTJRA.L MASTER CORP. PARK
FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220
CHECKED
JOB NO.
OO
❑ RENTON, WA. 98055
• SEATTLE, WA. 98124
77
Q ryry QQ
APPROVED
! O_J"/�
DWG N0 76O223
21 -03 -A1
_ �. - - LEGEND:
-,`
i a- - - - - -- EXIT PATHWAYS
I
i
PROJECT AREA
GENERAL NOTES:
lu
J
1
_-
1 A SBESTOS NOTIFICATION:
A GOOD FAITH SURVEY OF THE AREA HAS BEEN
CONDUCTED AND ASBESTOS CONTAINING MATERIAL
WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN
THE AREA OF CONSTRUCTION OF THIS PROJECT.
..", - --
--
9111
-
CONSTRUCTION NOTES:
III
111E118
1.1 WM
ill
II
.1u
-
p .urui.v
i
•
i
IIIIIIIIIIII
11�I
�!
i iL P- L
-
-
( F)
-
p
1
sr
'lllllllllll
-
..
-
- l R 1
I
I
I
�
I
Mali ��
It
�u CITY OF TUKWIL
APPROVED
AUG 2 8 1996
AS NOTED
..___,..17:
slam
IIIII' ■
iN10 612 FLOOR PLAN
BUILDINGDIVfS10tJ
RECEIVED
�.�'V OP TUKWILA
AUG 1 4 1996
- :_n;kIT CENTER
C::)
/� /� a' A SCALE: 1 ° = 30' -0
I f J
l� Y -
SYA1
REVISION
BY
APPROVED
DALE
SW
REVISION
BY
APPROVED
SATE
El AUBURN, WA. 98002
❑ EVERETT, WA. 98201
® ® ®I E ® AW ❑ KENT, WA. 98031
FACILITIES DEPARTMENT
❑ PORTLAND, OR. 97220
❑ RENTON, WA. 98055
• SEATTLE, WA. 98124
ACCEPTABILITY
THIS DESIGN AND /RR
SPECIPICA IS APPROVED
DRAWN BY
EDDIE P. DUARTE
IS
DA 2.,a.90
SUBTITLE
FIRST FLOOR PLAN
LAST RENSION I SYMBOL
DATE
A
RELOCATE ENG. CONF. RM. J 1
(# 67020 -00 )
M. MILLER
04.30.96
CHCHECKED
SHEET
1 AO 1
B
EXTERIOR LOBBY CANOPY (J #760223 -00)
GMM
08.07.96
APPROVED BY
DEPT.
DA E
FOR
BUILDING 21 -03
ARCH I TECTURAL MASTER ALL CORP. PARK
C HECKED
JOB ND
167020-00
AWED
gH
APPRO
° "� "°
2 1- 03 -1A01
E
LEGEND:
GENERAL NOTES:
1. ASBESTOS NOTIFICATION:
A GOOD FAITH SURVEY OF THE AREA HAS BEEN
CONDUCTED AND ASBESTOS CONTAINING MATERIAL
WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN
THE AREA OF CONSTRUCTION OF THIS PROJECT.
f J
-
CONSTRUCTION NOTES:
PROVIDE EXTERIOR LOBBY CANOPY COMPLETE.
SEE SHEET A502 AND A503.
I
I
-
14 "W X12" HIGH
AIR INTAKE HOLE
12"x12"
HOLE
Mil
111111 11
1:3-
- - - E7
-
o
CITY OF TUKWILA
APPROVED
AUG 2 8 1996
AS NOTED
J
I �
BUILDING DIVT t N
\ 1 _ , ( , \ /
J
o
1_.__ �_
�.� ';',/,4A10
yi
N�
-(,,,)
-
FLOOR
-
PLAN
-
T
�
1
tA11
1A16
1A17
1A14
- -- --
1A15
t
I 1Al2
�
1A13
SCALE: 1/8 "= 1 -0"
i792
KEY
PLAN
SCALE: NONE
/��,,� �+�''� RECEIVED
Y.� l 4 CITY OF TUKWILA
� Vv✓✓ '
AUG 1a1996
rERMT CENTER
S.
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
ri AUBURN, WA. 98002
.. ❑ EVERETT, WA. 98201
BoEZAr � K ENT, WA. 98031
FACILITIES DEPARTMENT
Ill PORTLAND, OR. 97220
0 REN TON, WA. 98055
II SEATTLE, WA. 98124
ACCEPTABIIJTY
TNIS DESIDN AND /aR
SPECIFlCATION IS APPROVED
DRAWN BY
eoolE P. ouaRTE
DATE
z.ns°
SUBDUE
F LOOR PLAN
LAST REVISION SYMBOL
DAIS
A
EVALUATE AIR SYSTEMS (J#747274)
J.BURKS
CHECKED
SNEa
1A1 0
OP
B
EXTERIOR LOBBY CANOPY (J #760223 -00)
GMM
08.07.96
APPROVED BY
DEPT.
DATE
ENO'.
mu
BUILDING 21 -03
ARCHITECTURAL MASTER A- E/1 -4.5 CORP. PARK
CHECKED
JOB NO
910378 -02
APPRD G
APPROVED
46
DWG No.
21- 03 -1A10
A5022503 A502 A503 LEGEND:
w 8,. 8„
L.,? e
2
A502 A503 A502 A503
TYP TYP
a
u- ° FOR BALANCE OF NOTES
o m - -- 4 - 4" e
SEE SECTION ---
,
1 ° i"
��P �r
1 2"
/ A502
A502 GENERAL NOTES:
Iii
i FOR BALANCE OF NOTES
2 - - SEE SECTION
1 ASBESTOS NOTIFICATION:
FAITH
J i
= °
N
Q
n
1 , J
A502
1
HILTI -KWIK BOLT II ANCHOR BOLT
`
EDGE OF CONCRETE SLAB A GOOD SURVEY OF THE AREA HAS BEEN
CONDUCTED AND ASBESTOS CONTAINING MATERIAL
I„ GROUT BASE WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE AREA OF CONSTRUCTION OF THIS PROJECT.
HILTI KWIK BOLT II ANCHOR BOLT
C N1A�
A502 A503
TYP
d:
LOBBY
(TYPICAL OF FOUR)
8" x 8" x 1/2" STEEL BASE PLATE
4 x 4 x 5/16" STEEL TUBE m' —
GROUT BASE c
—
2. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
(TYPICAL OF THREE)
3. NOTIFY FACILITY ENGINEER SHOULD EXISTING
8" x 8" x 1/2" STEEL BASE PLATE CONDITIONS REQUIRE DESIGN REVISIONS.
4 x 4 x 5/16" STEEL TUBE ■
101 (
-_
1/4 V CONSTRUCTION NOTES:
4 x 4 x 5/16 STEEL TUBE
(TYPICAL OF FIVE) --...0
4
w�
A502 F-
1
V
CUT EXISTING HANDRAILS AND POSTS AS REQUIRED
FOR CANOPY INSTALLATION.
7 "L x 7 1/2 "W x 1/2" STEEL PLATE WELD HANDRAILS TO CANOPY COLUMN.
PAINT ALL HANDRAILS AND POSTS.
1/4
1/4 8
(-
v
1
L______
II
fl u i
TT Tr 7 t iF EDGE OF CONCRETE SLAB
2� DOWNSPOUT ASSEMBLY LOCATION.
7 ' x 8 "W x 1/2" STEEL PLATE
L
STRUCTURAL NOTES:
rm . "W
A502'
4 „ 7"L x 8 x 1/2" STEEL PLATE 4"
A502 A502 A502
~ a j _ -
6" 1 > - -- 1 /2 "
FROM FACE
OF BUILDING
CONTINUOUS ALONG
1/4 I 8 CONTACT EDGE 1. ALL WORK SHALL CONFORM TO U.B.C., 1994
- EDITION AS AMENDED BY THE CITY OF TUKWILA.
2. DEISM N LO ADMPH, EXP. B
M SEISMIC: ZONE 3 SNOW LOAD: 25PSF
SOUTHEAST NORTHEAST /No HNE
BASE PLATE - DETAIL rTh BASE PLATE - DETAIE
SCALE: 6"= 1' 0" A502 SCALE 6"= 1' 0"
PARTIAL PEAK ��
A502
3. STRUCTURAL STEEL PLATES, BARS AND ROLLED
SHAPES SHALL CONFORM TO ASTM A36, Fy= 36KS1.
STRUCTURAL TUBING SHALL CONFORM TO ASTM A500
GRADE B Fy= 46KS1.
ALL WELDING SHALL BE DONE BY WABO CERTIFIED
WELDERS USING E70 SERIES ELECTRODES.
SCALE: 1/4 "= 1' -0"
N
i�IV ® /
GIS_1° sr€EI.
?AoFlt NO P.EL,
20 GA
4" x 4" x 5/16" STEEL TUBE -
HILTI - KWIK BOLT II ANCHOR BOLT
1/2" DIAMETER x 4 1/2" (TYPICAL OF FOUR)
1, ___
I
4" x 4" x 5/16" STEEL TUBE
8" x 8" x 1/2" STEEL BASE PLATE
WITH ONE (1) 9/16" DIAMETER HOLE
PLACE HOLE 1" FROM EACH SIDE OF PLATE -
1/4 1
5 (.1101`1 CAt' o P
(3 1/2" EMBEDMENT MINIMUM) 1/4 V
8" x 8" x 1 2" STEEL BASE PLATE
WITH TWO (2) 9/16" DIAMETER HOLES
PLACE HOLES 1 FROM EACH SIDE OF PLATE
I.1
fa-- E1 E �t CE Of�L (
(L
1.1
NON- SHRINK GROUT BASE (1/2" DEPTH) ' " /%% ; % 'j/ /j „
AN116Wifink CONCRETE SLAB
NON- SHRINK GROUT BASE (1/2” DEPTH)
CONCRETE SLAB
I/ 4
° ! ° ° ° °� I
° 1
1
°
---- 7'L x 8"W x 1/2" STEE LE
WELDED TO BASE PLATE
°
WITH TWO (2) 9/ 16" DIAMETER HOLES
a PLACE HOLES 1' FROM EACH SIDE OF PLATE
h
4
°
a
° °
a °
°
�a
° i�
i° ° •
I ° ° ° ° °
I
( °
1 41
° 4
° ° °
a °
°
°
° ° °
'',v °° _ °
� �/ a
L .4° °
7" L x 8 "W x 1/ 2" STEEL LEG
i WELDED TO BASE PLATE
WITH ONE (1) 9/16" DIAMETER HOLE
PLACE HOLE 1" FROM EACH SIDE OF PLATE
(PLATE IN FOREGROUND)
7 "L x 7 1 /2 "W x 1/2" STEEL LEG
WELDED TO BASE PLATE
WI O H E E ) 9 F O DIAMETER EO
PLACE HOLE 1" FROM EACH SIDE OF PLATE
- (PLATE IN FOREGROUND)
II CITY OF TUKWIL
HILTI KWIK BOLT II ANCHOR BOLT APPROVED
/2" DIAMETER x 4 1/2" (TYPICAL OF THREE)
3 1 2 EMBEDMENT MINIMUM AUG 2 8 1996
( )
AS NOTED
h
°
°
L
4 1
1
I � 1
1 I °
° ° I °
°
° ° d
° ° a
° .d" °
- ,,, %,"
r ) F '
`___ ' _
\
li
4 x 4 x 5/16 STEEL TUBE
2 x 2 x 5/16 STEEL ANGLE s
_____
a
_
4 x 4 x 5/16 STEEL TUBE
1"
TYP 8„
/n�
W
5
o - a
1 „ ; -
lYP 8" °
c W {��
BEAM - BEAM SOUTHEAST NORTHEAST/NoRTN WEST
CONNECTION - SECTION (TYP) (m BASE PLATE - SECTION ( 7- A - BASE PLATE - SECTION
- NOTE: BUILDING DIVISION BASE PLATE OPPOSITE HAND
rn RE!:EIVED
C17Y OF TUKWILA
SCALE: 6 "= 1'-0" A502 SCALE: 6"= 1' -0" q 02 SCALE: 6"= 1' -0" q AUG 1 4 1996
PERMIT CENTER
S.
REVISION
BY
APPROVED
DAIS
SYM
REVISION
BY
APPROVED
DATE
❑ AUBURN, WA. 98002
III EVERETT, WA. 98201
�
17.EZAW ❑ KENT, WA. 98031
FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220
111 RENTON, WA. 98055
® SEATTLE, WA. 98124
ACCEPTABILITY
G.MIUFRY
DATE
SUBIIIiE
SECTIONS AND DETAILS
UST REVISION I SYMBOL
DATE
SPE THIS DESGN AND,DR
CIFICADON IS APPROVED
CHEDRED
SHEET
A 5 0 2
OF
APPROVED BY
DEPT.
DATE
,LEER
08.07.96
°
BUILDING 21-03
ARCHITECTURAL MASTER CORP. PARK
CHECKED
J OB N 0.
760223 -00
APPROVED
APPROVED
��
DWG No. 21-03-A502
REVISION
a
SCALE: 6 "= 1' -0"
SOUTHWEST
BASE PLATE - DETAIL
SCALE: 6 "= 1' -0"
BY
SOUTHWEST
BASE PLATE - SECTION
APPROVED
5"
DATE
8
1/4
A50J03
FOR BALANCE OF NOTES
SEE SECTION �\
A502 A503
7 L x 8 "W x 1/2" STEEL PLATE
EDGE OF CONCRETE SLAB
1/4 N8
x 8" x 1/2" STEEL BASE PLATE
x 4 x 5/16" STEEL TUBE
GROUT BASE
HILTI - KWIK BOLT 11 ANCHOR BOLT
(TYPICAL OF FOUR)
A502 A503
4" x 4" x 5/16" STEEL TUBE
HILTI - KWIK BOLT 11 ANCHOR BOLT
1/2" DIAMETER x 4 1/2" (TYPICAL OF FOUR)
(3 1/2" EMBEDMENT MINIMUM)
8" x 8" x 1/2" STEEL BASE PLATE
WITH TWO (2) 9/16" DIAMETER HOLES
PLACE HOLES AS SHOWN
NON- SHRINK GROUT BASE (1/2" DEPTH)
CONCRETE SLAB
7 "L x 8 "W x 1/2" STEEL LEG
WELDED TO BASE PLATE
WITH TWO (2) 9/16" DIAMETER HOLES
PLACE HOLES AS SHOWN
(PLATE IN FOREGROUND)
REVISION
�b -oaf
emtatzp
BY
APPROVED
DATE
BEAM - COLUMN
CONNECTION - SECTION (TYP)
SCALE: 6 "= 1' -0"
1/4 V
BEAM - COLUMN
CONNECTION - PLAN (TYP)
SCALE: 6 "= 1' -0"
B ®E ®al:
FACILITIES DEPARTMENT
NOTE:
BEAM IN OTHER DIRECTION NOT SHOWN FOR CLARITY
PLATES AND ANGLES AT TUBE NOT SHOWN FOR CLARITY
SEE
A5021A503
A5021A503
1/4
1/4
A5055503
❑ AUBURN, WA. 98002
❑ EVERETT, WA. 98201
❑ KENT, WA. 98031
❑ PORTLAND, OR. 97220
❑ RENTON, WA. 98055
• SEATTLE, WA. 98124
1/2 x 5 1/2 x 5/16 STEEL PLATE
4 x 4 x 5/16 STEEL TUBE
2 x 2 x 5/16 STEEL ANGLE
4 x 4 x 5/16 STEEL TUBE
3 1/2 x 3 1/2 x 5/16 STEEL PLATE
1/4
3 1/2 x 3 1/2 x 5/16 STEEL PLATE
4 x 4 x 5/16 STEEL TUBE
2 x 2 x 5/16 STEEL ANGLE
4 x 4 x 5/16 STEEL TUBE
APPROVED BY
ACCEPTAB UTY
SPECIFICATION IS APPROVED
BUILDING 21 -03
FACE OF BUILDING
1/4" x 20 GA. FLATTENED
EXPANDED STEEL SCREEN
CONTINUOUS
CONTINUOUS PERIMETER
GUTTER (MITRE CORNERS)
3/16" STEEL --
3.75
DEPT.
.5,
1 ^ p
4
3
2" x 2" x 26 GA (NOMINAL)
GALVANIZED DOWNSPOUT
GUTTER OUTLET 26 GA
GALVANIZED
RIVET OR SCREW TO GUTTER
SEAL OPENING WITH SEALER
ELBOWS AND STRAPS
26 GA GALVANIZED
DRAWN B
G.MILLER
ECKED
ENGR.
G.MILLER
CHECKED
APPROVED
APPROVED
1.5
CANOPY /GUTTER - SECTION (TYP)
A502 A503
SCALE: 6 "= 1' -0"
DATE
08.07.96
SUBTITLE
LEGEND:
SECTIONS AND DETAILS
BUILDING 21 -03
GENERAL NOTES:
1. ASBESTOS NOTIFICATION:
A GOOD FAITH SURVEY OF THE AREA HAS BEEN
CONDUCTED AND ASBESTOS CONTAINING MATERIAL
WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN
THE AREA OF CONSTRUCTION OF THIS PROJECT.
2. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
3. NOTIFY FACILITY ENGINEER SHOULD EXISTING
CONDITIONS REQUIRE DESIGN REVISIONS.
CONSTRUCTION NOTES:
1. PAINT ALL STRUCTURAL MEMBERS, PLATES, ANGLES,
GUTTERS, DOWNSPOUTS, ELBOWS, STRAPS, SHIMS,
FLASHING AND TERMINATION BAR.
TOUCH -UP AS REQUIRED AFTER WELDING AND
INSTALLATION.
THE LAPPED .1:36E' 1A1m, SEALANT
14T1N t6OUS ALONG
lotr D1' S4 Toatn.es, 1dt
#ly x 3 14" H. -I. SoHS w' Nerpm..9 -,E. Ic1ASHElis
ELASTOMERIC SEALANT
3/16" x 1" GALVANIZED STEEL TERMINATION BAR
PAINTED
#12 WOOD SCREW
24 GA. GALVANIZED STEEL FLASHING
BEND TO SHAPE AND PAINT
20 GA. CORRUGATED ROOFING SHEET
(1 1/2 LAP AT EDGES)
ITW- u7 oE7c - IZ f4 x I'IL" e I Z i1 O.c.(Lows)
N - 1 L o o EPI- - T P - A X X 1 (G U HAE. L- CO E )
3/16 V 9-
1/4 4
1/4 / 4
ARCHITECTURAL MASTER CORP. PARK
2 x 4 x N /16" SHIMS
AT 2' -6' .C.
CITY OF TUKWILA
APPROVED
AUG 2 8 1996
AS NOTED
BUILDING DIVt51ON
RECEIVED
CITY OF TUKWILA
AUG 1 4 190F
PERMIT C0NTr,', i
UST REY790N SYMBOL
SHEET
A503
JOB N0.
DWG NO
760223 -00
21- 03 -A503
DATE