HomeMy WebLinkAboutPermit 6383 - Boeing #12-126 - Computer Rooms- TY LONST.: V -N USC EDITION (year 1988
SETBACKS: N- S - E-
W-
rough
Public (th Works)
FIRE PROTECTION: QX Sprinklers Detectors Q N/A
UTILITY PERMITS REQUIRED? Q Yes ®No
ZONING:
BAR /LAND USE CONDITIONS? Q Yes
XQ No
CONDITIONS (other than those noted on or attached to permit/plans)
I
y
CITY OF TUKWILA
Dept. of Community Development- Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDIN3 PERMIT
(POST WITH INSPECTION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
BUILDING PERMIT FEE
PLAN CHECK FEE
BUILDING SURCHARGE
OTHER:
TOTAL"
117;00
76.00
4.50
19 .
4158
4158
4:1.:58
12. 10'»
121Q-.90
BUILDING
PERMIT NO.
DATE ISSUED:
S
(0_1C,3
i ti -aI
PLAN CHECK NO.:
90 -508
18300 Cascade Av S "" "`" 10,000.00
PROJECTNAME/TENANT Boeing 1112 - 126 ASSESSOR ACCOUNT# 788890 - 0175
TYPE OF Q New Building Addition xi Tenant Improvement (commercial) Li Demolition (building) Q Grading/Fill
WORK: 0 Rack Storage 0 Reroof Q Remodel (residential) Q Other:
DESCRIBE WORK TO BE DONE:
Install two computer rooms, 34 linear feet of movable wall, 34 linear
feet of metal stud and G.W.B. wall, and install 10' X 12' concrete slab.
••••
.•
ADDRESS
CONTRACTOR
ADDRESS
Boeing
P.O. Box 3999, M/S 89 -14, Seattle, WA
Cree Construction Co., Inc.
5529 186th Place S.W., Lynnwood, WA
WA. ST. CONTRACTOR'S LICENSE #
CREEC * *334NM
ARCHITECT
ADDRESS
CODE ('()L11
/
USE .:*4
FLOOR SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL
FEET LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD
TOTAL
APPROVED FO
ISSUANCE BY:
BUILDING
OFFICIAL
DATE: ) _
'C7
I hereby certify that I have read and examir ed this permit and know the same to be true and correct. All provisions of lay
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 building permit.
PRINT NAME:7
CERTIFICATE OF
OCCUPANCY NO.
DATE: AV' . 4S ki, \Z\
COMPANY:
DATE ISSUED:
PHONE
EXP. DATE
PHONE
773 -0444
ZIP 98124
775 -0454
ZIP
98046
2 -28 -91
ZIP
This permit shall become null and void if the work is not commenced within 180 days from the date of
issuance, orr if the work is suspended or abandoned for a period of 180 days from the last inspection
PERMIT NO.
CONTACTED
ry�n
L"L ' r `42'5
G�
Cosec)
DATE READY
DATE NOTIFIED
2nd NOTIFICATION
-Q- a 1
v /
B
(init.)
BY:
(snit.)
PERMIT EXPIRES
AMOUNT OWING
__125
3RD NOTIFICATION
BY:
(InIt.)
PLAN CHECK
NUMBER
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans or summarized concisely
in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be filled out by Plan Checker) C;
•
freaPM
:•Y`' ::.'
11 1 1141'.'.•4 . $1 : 1' .
DEPARTMENTAL REVIEW
"X" In box Indicates which departments need to review the project.
BUILDING -
initial review
cCt FIRE t2-iec10
O PLANNING
O PUBLIC
WORKS
O OTHER
BUILDING -
final review
PROJECT NAME
� o-ein5 4(a-►arc
SITE ADDRESS
1% Cc�O ASS
REVIEW COMPLETED
BUILDINGVERMIT
APPLICATION TRACKING
12_ is .90 a CONSULTANT:
(ROUTED)
11(.101q
INIT: ( �
INIT:
INIT:
INIT:
REFERENCE FILE NOS.:
PUBLIC WORKS LETTER DATED:
a < Jj1A . E I��._..
'UTILITY PERMITS REQUIRED? Yes — ['T
SUITE NO.
Date Sent - Date Approved -
MINIMUM SETBACKS: N- S- E-
FIRE PROTECTION: IQ Sprinklers f4 Detectors ( ) N/A
FIRE DEPT. LETTER DATED: ft/ 149/70 INSPECTOR: 5/1i
ZONING: IBAR/LAND USE CONDITIONS? ( ]Yes r
TOTAL
C •AD
)No
��..� .���.,,..o,,.o, ✓VY /V.4.IM) .............,. .,.,..,V
(206) 433-1849
DESCRIPTION
AMOUNT
RCPT. #i
DATE
BUILDING PERMIT FEE
I Ari.or)
j.''
1
PLAN CHECK -
NUMBER a 15
n 1'Pt ICA T ION ARP; `; T L3f.
1 11 l LT) OUT COMPLETELY
PLAN CHECK'.•FEE
$
BUILDING SURCHARGE
ENERGY SURCHARGE
OTHER.
TOTAL
; a )
SITE ADDRESS SUITE #
( S O ' &Ah!i E Ave. . ti h T rR
VALUE OF CONSTRUCTION - $ j o , 0 0 0
PROJECT NAME/TENANT /a )lp
e uRVE.It.. l (.-4.6 15 ( .. - x ' ' 1 �� 1 ' A 1�
ASSESSOR ACCOUNT #
X8 ° Dl.
TYPE OF • New Building Li Addition VI- Tenant Improvement (commercial) Li Demolition (building)
WORK: 0 Rack Stora•e O Reroof O Remodel residential 0 Other
DESCRIBE WORK TO BE DONE: f N ST■s.L•i -- - (2) G e%M FU TE4 V-4:I t,M S
1 N 5 - rA --t- 3 k t-F M 0%443 L.E. 14AL L.
I N STMA- - 34 1.- v E- 41- STv p 4 . W , V. k1 Ac, V , /NJ 5TL•t- b 2 Go NG,, 5
BUILDING USE (office, warehouse, etc.)
e f F tc_E
NATURE OF BUSINESS: GoMPu - L-A '
WILL THERE BE A CHANGE IN USE? ►: No • Yes IF YES, EXPLAIN:
SQUARE FOOTAGE - Building: 5z. 7 57 •. Tenant Space: n Area of Construction: 1 g 5-g ip
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE
BUILDING? g No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER _
PHONE 7 7 _ e , .. . I
_4_(:?:-/-
ADDRESS Q& 7 5i e -�
ZIP c s, )23
CONTRACTOR S e , 7 -2 . _ d /..,,c, - . �'
PHONE
ADDRESS
ZIP
) ,�
WA. ST. CONTRACT LICENSE # // �
EXP. DATE
ARCHITECT o j
PHONE
ADDRESS /19 A
ZIP
I :HER Y CERTIFY TF AT I I AV i E1 D AH .*XAMINED THIS AP . ATWWN AND
TRUE AND CORRECT ANC f AMaIUTMORM f APPLY: IROR THIS .PEti MI'f
KNl7Y1f THE SAME TO BE
.. . .... .:. ; ..
DATE
/2 -moo - Y6
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIGNATURE �� �
�'�
PRINT NAME 4,,j u „T �� /..,.4.�.
PHONE 7 7 _. 7C;
ADDRESSfle /3, :3 `b 5 T _//
CI /Z � c7 g / .2L
CONTACT PERSON -`�", y< ;
r ' .) h n "1 - )•3 -() LI
LJ Li
PHONE S
Chkr
C.■(7 I T rr a4.. I
CITY OF TUKWILA
Department of Community Development - Building Division
BUILDING PERMIT
APPLICATION
FEES (for staff use only)
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill
out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts
are available at the Building counter which provide more detailed information on application and plan submittal
requirements. Application and plans must be complete in order to be accepted for plan review. Li3(
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by th Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1951 prior to
submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architecVengineer, 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.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of
application shall expire by limitations: 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 304(d) of the Uniform
Building Code (current edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 433 -1849.
DATE APPLICATION ACCEPTED
\ 0 —
DATE APPLICATION EXPIRES
COMMERCIAL
NEW Cf�YMERgAL'BUILOiI�KilI/ADWTN
Md,tiuifdinp P n .. IPptica$On
vim: s ,uara fOr►n
ubmlttil requbiame!! :. :
......... ............
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RAcK;STORAO
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RESIDENTIAL
EW RINOLEfAWLY OW ELUNOWAD
Ca building . aP
.......... ... .
s `which .liwl
8fit':(6) sott'o!;I pl an$ af►pwi
8 7iii . Q:00 prAn and udlity'slte plan may bp.
appk,..0# rr and checkl br ApaclNo aabrr►l
spnphx>al ar>d So0 lniranNtlorr may be
S613MITTAL CHECK1ST
b unJaue
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Floor: t?Ia►i'.':':'<::'
Bu alpvaaoni (afl!
>': >'•.Buikllny cros -sectiarr:
<` "Strcturat:
NOTE' // any Wtluty Wtlrk ! s la be d
and rricfat bo;it+rbminad`; >
roof, mai"
PROJECT: i ..1_ -_ _,,,. s,
c P. ,9-' _ / 4,
PERMIT NO.
%
SITE ADDRESS:
• b. diralinnin MIIKIMMI
DATE CALLED:
0 -
TYPE OF INSPECTION:
1- 9 ' 3 0
DATE WANTED:
Z -25,- Al
SPECIAL INSTRUCTIONS: �
1 /• ��
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INSPECTI 7
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INSPECTOR:
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DATE: , --:)-,
S - `i /
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 431-3670
INSPECTIOci RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
nspection Results /Comments:
,,rr.n..Fnm
'ype of Inspection ��
ite Address 1136 4 5C( VL'
equestor pot/1(1m A,-
Instructions
K ;- c --
C1T1 OF HLt,;UND
Builds apartment
6300 S ,center Boulevard
Tukwila, WA 98188
(206) 431 -3670
PERMIT # ' c5 g 3
Date 2'
Date Wanted ? ` — 9 ( j
Project / � 1Z
Phone # "l V. — Ub?7
n C ( L. (N)§
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PROJECT: 6 /SY
/Z - f'Z6
PERMIT NO. (o 3(
SITE ADDRESS: C Gild 4,0c41,62_8.
DATE CALLED:
/- `7 ^ C)/
TYPE OF INSPECTION: WO el
DATE WANTED:
-- Z `5 / �.
1
SPECIAL INSTRUCTIONS: latjtj4e
REQUESTER:
r h
PHONE NO.:
dr V•
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INSPECTION RESULTS /COMMENTS:
C (r )
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INSPECTOR: r°r . ,,o' -���
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DATE:
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Ag
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 431-3670
INSPECTIOARECORD
6300 Southcenter Boulevard - #100
Tukwila Washington 98188
PROJECT: ��1 ►`\(`
L 1i
�� Ip��
PERMIT NO.
cz
SITE ADDRESS: S ��
C 4Cl<A P. k�S
DATE CALLED:
'(c) 1- q (
TYPE OF INSPECTION: TO,ryNft (\
DATE WANTED: t- -� I D . m ,
SPECIAL INSTRUCTIONS:
REQUESTER: Lj..e r rye r
PHONE NO.: GrUi - O61
INSPECTION RESULTS /COMMENTS:
�,
?
,:,,
,,„
�.-/ `- j / h .,.��
�
\ INSPECTOR: / /f.,,- - z -1,,._
DATE: f._._ 2-2-- ,/
Nltatara, 2130' AAtrAAleita1/: iltOCtAPP 'tn *NeWINltaW wYyrr
CITY OF'UKWILA
Dept. of Community Development - Building Division
Phone: (206) 431 -3670
INSPECTION RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
CITY OF TUKWILA
6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188
Plan Check #90 -508: Boeing #12 -126
18300 Cascade Av S
PHONE # (206) 433.1800
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED
PLANS UNDER TUKWILA BUILDING PERMIT NUMBER � Oj .
1. No changes will be made to the plans unless approved by
the Architect and the Tukwila Building Division.
2. Electrical permit shall be obtained through the
Washington State Division of Labor and Industries and all
electrical work will be inspected by that agency (277-
7272).
3. All mechanical work shall be under separate permit
through the City of Tukwila.
4. All permits, inspection records, and approved plans shall
be posted at the job site prior to the start of any
construction.
5. Any new ceiling grid and light fixture installation is
required to meet lateral bracing requirements for Seismic
Zone 3.
6. Partition walls attached to ceiling grid must be
laterally braced if over eight (8) feet in length.
7. All construction to be done in conformance with approved
plans and requirements of the Uniform Building Code (1988
Edition), Uniform Mechanical Code (1988 Edition),
Washington State Energy Code (1990 Edition), and
Washington State Regulations for Barrier Free Facility
(1990 Edition).
8. New corridor wall shall provide for same fire resistance
construction as existing. Ceiling assembly at corridor
shall also be maintained as existing.
9. Validity of Permit. The issuance of a permit or approval
of plans, specifications and computations shall not be
construed to be a permit for , or an approval of, any
violation of any of the provisions of this code or of any
other ordinance of the jurisdiction. No permit presuming
to give authority or violate or cancel the provisions of
this code shall be valid.
Gary L. VanDusen, Mayor
"X"
REQUIRED INSPECTIONS
PHONE
APPROVED
PROVED
INSPECT.
INITIALS
DATE(S)
CORRECTION NOTICE ISSUED
1 Footings
431 -3670
2 Foundation
431 -3670
3 Slab and/or Slab Insulation
431 -3670
4 Shear Wall Nailing
431 -3670
5 Roof Sheathing Nailing
431 -3670
6 Masonry Chimney
431 -3670
x
7 Framing
431 -3670
8 Insulation
431 -3670
x
9 Suspended Ceiling
431 -3670
x
10 Wall Board Fastening
431 -3670
I
11
12
13
x
14 FIRE FINAL Imp:
575 -4407
15 PLANNING FINAL
431 -3670
16 PUBUC WORKS FINAL
431 -3670
x
17 BUILDING FINAL
431 -3670
i i I i ► 11 II li l l i 1-,_� I -, ' 1
Li iI LI ii i�iii Iii _IiI
CITY OF TUKWILA
6300 Southcente Boulevard, Tukwila Center
la WA 98188
(206) 431 -3670
SITE ADDRE
18300 Cascade Av S
BUILDING PERMIT
INSPECTION RECORD
(Post with Building Permit In conspicuous place)
SUITE NO.:
BUILDING PERMIT NO. (C:
DATE ISSUED: 1 Ll
PROJECT:
Boeing #12 -126
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
(INSPECTOR COMMENT SECTION ON REVE
INSPECTION PROCEDURES AND REQUIREMENTS
All approved plans and permits shall be maintained available on the site in the same location.
1. FOOTING - When survey stakes and forms are set and rebar is tied in place.
2. FOUNDATION - When forms and rebar are in place.
3. SLAB - If structural slab or If undersiab insulation is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAIUNG - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping Is in place.
8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic
ventilation points clew.
9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing.
10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G).
11.
12.
13.
14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements.
15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements.
16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements.
17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete.
OTHER AGENCIES:
Plumbing (including gas piping) – King County Health Department – 296 -4732
Electrical – Washington State Department of Labor and Industries – 277 -7272
A precoristruction meeting with the Building Inspector may be scheduled prior to starting the job by
contacting the Department of Community Development, Building Division at 431 -3670. Although not
required, • meeting of this type can ofte• ate problems, delays and misunderstandings as the
prolog programs, mum
"X•
REQUIRED INSPECTIONS
1 Footings
2 Foundation
3 Slab and/or Slab Insulation
4 Shear Wall Nailing
5 Roof Sheathing Nailing
8 Masonry Chimney
'(
7 Framing
8 Insulation
X
9 Suspended Ceiling
10 Wall Board Fastening
11
12
13
'14
FIRE FINAL !nap:
15 PLANNING FINAL
16 PUBLIC WORKS FINAL
17 BUILDING FINAL
PLAN CHECK
NUMBER
qo -5
L4OJCT:
THE FOLLOWING COMMENTS APPLY TO AND IECOME PART OF THE APPROVED PLANS UNDER
TUKWIL BUILDING PERMIT NUMBER
No changes will be made to the plans unless approved by the
Architect and the Tukwila Building Division.
O Plumbing permit shall be obtained through the King County Health
Department and plumbing will be inspected by that agency,
ncluding all gas piping (296- 4732).
Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will oe
inspected by that agency (872- 6363).
All mechanical work shall be under separate permit through the
City of Tukwila.
0 2( (/5) All permits, inspection records, and approved plans shall be
(/`-� posted at the job site prior to the start of any construction,
O When special inspection is required either the owner, architect or
engineer shall notify the Tukwila Building Division of appointment
of the inspection agencies prior to the first building inspection.
Copies of all special inspection reports shall be submitted to the
Building Division in a timely manner. Reports shall contain
address, project name and permit number of the project being
inspected.
O 7 All structural concrete to be special inspected (Sec. 306, UGC),
O All structural welding to be done by W.A.B.O. certified welder and
special inspected (Sec. 306, UGC).
G 9 ll high- strength bolting to be special inspected (Sec. 306, UGC).
Any new ceiling grid and light fixture installation is required to
get lateral bracing requirements for Seismic lone 3.
Partition walls attached to ceiling grid must be laterally braced
if over eight (B) feet in length.
12 Readily accessible access to roof mounted equipment is required.
O Engineereed truss drawings and calculations shall be on site and
available to the building inspector for inspection purposes.
Documents shall bear the seal and signature of a Washington State
Professional Engineer.
11 Any exposed insulations backing material to have Flame Spread
Rating of 25 or less, and material shall bear identification
showing the fire performance rating thereof.
13 Subgrade preparation including drainage, excavation, compaction,
and fill requirements shall conform strictly with recommendations
given in the soils report prior to final inspection (see attached
procedure.),
16 A statement from the roofing contractor verifying fire retardancy
of rap* Will be required prior to final inspection Isee attached
p ocedurel.
All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1980 Edition), Uniform
Mechanical Code (1998 Edition), Washignton State Energy Code (1989
Edition), and Washington Stae Regulations for Barrier Free
Facility (1999 Edition /.
t/ All food preparation establishments must have King County Health
Department sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made
by calling King County Health Department, 296 -4797, at least three
working days prior to desire inspection date. On work requiring
Health Department approval, it is the contractor's responsibility
to have a set of plans approved by that agency on the job site.
19 Fire retardant treated wood shall have a flame spread of not over
25. All materials shall bear identification showing the fire
performance rating thereof. Such identification shall be issued
by an approved agency having a service for inspection at the
factory.
20 Notify the City of Tukwila Building Division prior to placing any
concrete. This procedure is in addition to any requirements for
special inspection.
2l All spray applied fireproofing as required by U.B.C. Standard No.
43 -0, shall be special inspected.
22 All wood to remain in placed concrete shall be treated wood.
O All structural masonry shall be special inspected per U.O.C.
" - ction 306 (a) 7.
Validity of Permit. The issuance of a permit or approval of
plans, specifications and computations shall not be construed to
be a permit for , or an approval of, any violation of any of the
provisions of this code or of any other ordinance of the
jurisdiction. We perm) presuming to give authority or violate or
cancel the provisions this code shall be valid.
1909
4 City o S' Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control Number 90 -508
(512)
Re: Boeing Company Building #12 -126 - 18300 Cascade Avenue
South
Dear Sir:
Gary L. VanDusen, Mayor
December 24, 1990
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 3302(d))
Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort.
(UFC 12.104b)
Exit hardware and marking must meet the requirements
of Uniform Fire Code Sections 12.104 & 10.402(a).
Exit signs shall be installed at required exit
doorways and where otherwise necessary to clearly
indicate the direction of egress. Signs shall be of a
contrasting color with the surrounding area and shall
have letters not less than six inches high with a
minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108)
Exits shall be illuminated at any time the building is
occupied. An emergency system shall automatically
provide exit illumination upon failure of the main
power supply. (UFC 12.107(a)(b))
2. All modifications to sprinkler systems shall have the
written approval of the Washington Survey & Rating Bureau,
Factory Mutual Engineering or Industrial Risk Insurers,
Page number 2
City oTukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575-4404
Gary L. VanDusen, Mayor
then by the Fire Department. No sprinkler work shall
commence without approved drawings. (City Ordinance #1528)
(NFPA 13, 1 -9.1) (UFC 10.307)
All sprinkler drawings shall be prepared by companies
licensed to perform this type of work. Drawings shall
first be approved by the Washington Survey & Rating
Bureau, Factory Mutual Engineering or Industrial Risk
Insurers, then by the Tukwila Fire Department. No
sprinkler work shall commence without approved
drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1)
(UFC 10.305)
Contact the Tukwila Fire Department, Fire Prevention
Bureau to witness all required inspections and tests.
(NFPA 13, 1 -10.2) (UFC 10.305(b))
3. A fire alarm system is required to be installed and
functionally tested. (UFC 10.301)
Local UL Central Station supervision is required.
(City Ordinance #1327)
4. All electrical work and equipment shall conform
strictly to the standards of the National Electrical Code.
(NEC 70) (UFC 85.101)
All electrical wiring is to be inspected by the State
Electrical Inspector, Washington State Department of
Labor & Industries. (NEC 70)
5. All required occupancy separations, area separation
walls, and draft -stop partitions shall be maintained and
shall be properly repaired, restored or replaced when
damaged, altered, breached, penetrated, removed or
improperly installed. (UFC 10.401)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on
detailed description of intended use.
Page number
Yours truly,
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575-4404
Any overlooked hazardous 'Condition ' and /or.v.iolation of the.
adopted Fire or Building Codes, does not imply approval of
such condition. or violation.
Gary L. VanDusen, Mayor
Plan Review
PROJECT - f 50w y4 $wcu_ Az- I Z(�
ADDRESS 1g3oO C45CAIDE.
DATE IZ- 1r -
OCCUPANCY GROUP 16-Z tFtcE
TYPE OF CONSTRUCTION N41/ 154IR <LRE D N/C
LOCATION ON PROPERTY 7 6 ►t LtL _L, ITT Fam
BUILDING HT. / NO. STORIES , - TWO 6t R.1ES
FLOOR AREA Pr 271 1
?.K, 2 ,, b4(,
OCCUPANT LOAD
EXITING REQUIREMENTS 'DistlEatfwEPIt CIF ComplIE.e.V.501.46. (c11U, b(4litTAA Tl
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DETAILED REQUIREMENTS
OCCUPANCY
TYPE OF CONSTRUCTION
PART V, CHAPTER 23, U.B.C.
W.S.E.C.
CHAPTER 51 - 10, W.A.C.
NOTES: _ 1V S jo 1z - 1
6Z T. , =. = 1 55
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CITY OF TUKWILA
DEPARTMENT OF COMM''\'I1'Y DEVELOPMENT
PLANNING DIVISION
r . , Lcxx. a _tr
prepared by:
PLAN CHECK
NUMBER
c10 - 50$
A
6"
BLOCK OUT -
12 "x12" FOR
SPRINKLER
CONTROLS
FILL W/
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12' -8
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6"
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PIPE (TYP 6 PLCS)
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FOOT I NG
SEE SECTION "A" FOR
REMAINDER OF CALLOUTS & NOTES.
SECTION d
%Iv
1I
GENERAL NOTES
REINFORCING STEEL BARS SHALL CONFORM TO
AST M' A -615 GRADE 60. BARS SHALL BE
PLACED IN ACCORDANCE WITH ACI CODE 318 -77.
REINFORCING BAR CLEARANCES SHALL BE AS
FOL LOWS:
BOTTOM OF FOUNDATIONS 3"
EDGE OF FOUNDATIONS 2"
TOP OF FOUNDAT &
EXTERIOR FLOOR SLABS 11/2"
TOP OF INTERIOR FLOOR SLABS 3/4"
3. SPLICES IN REINFORCING- MTNIMUM LAP SHALL
BE AS FOLLOWS:
#4 AND SMALLER 21"
15 BARS 29"
#6 BARS 41"
#7 BARS 37 "
#8 BARS 73"
#9 BARS 92"
#10 BARS 116"
411 BARS 143"
4. ALL ANCHO "R BOLTS SHALL BE ASTM 307, CLASS
" TS, (Fu =60 KSI), UNLESS
NOTED ON THE DRAWINGS.
CONSTRUCTION NOTES
VERIFY ALL DIMENSIONS AND CONDITIONS IN THE
FIELD PRIOR TO STARTING WORK. BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE
BOE I NG ENGINEER.
EXTRA M4T ER I PILED ON SITE DURING
CONSTRUCTION ASHALL BE REMOVED BY CONTRACTOR
PRIOR TO COMPLETION OF WORK.
EXCAVATION FOR ALL FOOT 1 NCS AND FOUNDATIONS
SHALL BE MADE 1`0. SOLID BEARING, UNDISTURBED
EARTH. IF ANY EXCAVATEONS ARE CARRIED
BELOW yDESIGNED LEVELS, THEY SHALL BE FILLED
WI T H CONCRETE D 1 NG THE FOUNDAT ION POUR .
ALL BURIED ELECTRICAL CABLE, CONDUIT AND
DRAINS ENCOUNTERED DURING CONSTRUCTION
SHALL REMAIN U'NDISTURBED IN THEIR LOCATIONS
UNL ESS ; DIRECTED BY THE BOEING
REPRESENTATIVE.
ALL EXPOSED CONCRETE SURFACES
SHALL HAVE A BROOM FINISH. SEAL ALL
CONCRETE SURFACES WITH 2 COATS PACKER SCOTT
"CRETE AS PER 'MAN'UFACTURER S
INSTRUCT 1 ONS .
6. ALL CONCRETE SHALL BE MADE WITH TYPE 1
CEMENT DEVELOPING, :A COMPRESSIVE STRENGTH
OF f ' c =3000ps, i AT 28 DAYS AND CONF'ORMI NG TO
ASTM C -150. CONCRETE AGGREGATES SHALL
,CONFORM TO ASTM C -33 AND MAXIMUM AGGREGATES
SHALL NOT EXCEED 1 ". SLUMP TESTS SHALL
CONFORM TO ASTM C-143 AND THE SLUMP SHALL
NOT EXCEED 4" MINIMUM CEMENT 'CONTENT PER
CUBIC YARD =51/2 SACKS.
PROVIDE A 1/2" PREMOIDED EXPANSION JOINT
`BETWEEN NEW .SLAB AND THE ADJACENT
`BUILDING FOUNDATION.
USE DRY .COOLER AS PATTERN FOR LOCATION N
OF ANCHOR BOLTS.
RECEIVEb
CITY O TUKWILA
7.iEC 1 lcjy
PERM1TCENThR
CITY OF TUKVVILA
APPROVED
DEN 28 1990
P
SYM REVISION BY APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
❑ AUBURN, WA. "9$002
❑ EVERETT, WA. 98201
ACCEPTABILITY
ORA N BY [YT
t' Y E y
S UR E I
t p
L L E R LAB
LA ST EVISION
�. .
SYM SAT
THS DESIGN A D /OR CHECKEDHARRY
SPECIFICATION IS APPROVED
PLAN & SECT l
O N S
SHEET
Ari .• % KENT, WA.
� % L��
AP PROVED BY
DEPT .
! .Y
DTE M DAH
1= 20���0
STRUCTURAL MASTER
BLDG 12 -126.1 COL A/7 BSC
.
❑ ROLAND OR
ug
55
_
D ® . GROMALA
APP OVED
DG /AB
1=
JOB NO.
704593 E4 -305
F A C I L I T I E S DEPARTMENT
C7 SEATTLE WA. 98124
2Q -go
1 -21 -90
N
DWG. O
12 126-1S500
APPROV
_ _
A
6"
BLOCK OUT -
12 "x12" FOR
SPRINKLER
CONTROLS
FILL W/
CRUSHED ROCK
12' -8
CONCRETE SLAB
6"
e)
EXI ST 12 -126 BLDG
3 "0 SCHED 40
PIPE (TYP 6 PLCS)
J
DRY COOLER
(9'- 3 - 8 ", APPROX WT = 5'90#)
°
#4 @ 12" O.C. E.W.
12, - - 8 /2 "
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1/2"0)(3W KWI K BOLT 11
2 MAN. EMBED.
(4 PLCS)
(2) #4 LENGTH
OF PEDESTAL
II
#4 @ 12" O.C.
0- . ° E : r - i ,aI ° ° e
II
0 1
I
0I
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Of
0
(CONCRETE SLAB
0 ° p
P
0
SCALE: 3/4 " =1'-
°3 " SCHED 40
P1 PE
0
1 '0 CONCRETE
FOOT I NG
SEE SECTION "A" FOR
REMAINDER OF CALLOUTS & NOTES.
SECTION d
%Iv
1I
GENERAL NOTES
REINFORCING STEEL BARS SHALL CONFORM TO
AST M' A -615 GRADE 60. BARS SHALL BE
PLACED IN ACCORDANCE WITH ACI CODE 318 -77.
REINFORCING BAR CLEARANCES SHALL BE AS
FOL LOWS:
BOTTOM OF FOUNDATIONS 3"
EDGE OF FOUNDATIONS 2"
TOP OF FOUNDAT &
EXTERIOR FLOOR SLABS 11/2"
TOP OF INTERIOR FLOOR SLABS 3/4"
3. SPLICES IN REINFORCING- MTNIMUM LAP SHALL
BE AS FOLLOWS:
#4 AND SMALLER 21"
15 BARS 29"
#6 BARS 41"
#7 BARS 37 "
#8 BARS 73"
#9 BARS 92"
#10 BARS 116"
411 BARS 143"
4. ALL ANCHO "R BOLTS SHALL BE ASTM 307, CLASS
" TS, (Fu =60 KSI), UNLESS
NOTED ON THE DRAWINGS.
CONSTRUCTION NOTES
VERIFY ALL DIMENSIONS AND CONDITIONS IN THE
FIELD PRIOR TO STARTING WORK. BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE
BOE I NG ENGINEER.
EXTRA M4T ER I PILED ON SITE DURING
CONSTRUCTION ASHALL BE REMOVED BY CONTRACTOR
PRIOR TO COMPLETION OF WORK.
EXCAVATION FOR ALL FOOT 1 NCS AND FOUNDATIONS
SHALL BE MADE 1`0. SOLID BEARING, UNDISTURBED
EARTH. IF ANY EXCAVATEONS ARE CARRIED
BELOW yDESIGNED LEVELS, THEY SHALL BE FILLED
WI T H CONCRETE D 1 NG THE FOUNDAT ION POUR .
ALL BURIED ELECTRICAL CABLE, CONDUIT AND
DRAINS ENCOUNTERED DURING CONSTRUCTION
SHALL REMAIN U'NDISTURBED IN THEIR LOCATIONS
UNL ESS ; DIRECTED BY THE BOEING
REPRESENTATIVE.
ALL EXPOSED CONCRETE SURFACES
SHALL HAVE A BROOM FINISH. SEAL ALL
CONCRETE SURFACES WITH 2 COATS PACKER SCOTT
"CRETE AS PER 'MAN'UFACTURER S
INSTRUCT 1 ONS .
6. ALL CONCRETE SHALL BE MADE WITH TYPE 1
CEMENT DEVELOPING, :A COMPRESSIVE STRENGTH
OF f ' c =3000ps, i AT 28 DAYS AND CONF'ORMI NG TO
ASTM C -150. CONCRETE AGGREGATES SHALL
,CONFORM TO ASTM C -33 AND MAXIMUM AGGREGATES
SHALL NOT EXCEED 1 ". SLUMP TESTS SHALL
CONFORM TO ASTM C-143 AND THE SLUMP SHALL
NOT EXCEED 4" MINIMUM CEMENT 'CONTENT PER
CUBIC YARD =51/2 SACKS.
PROVIDE A 1/2" PREMOIDED EXPANSION JOINT
`BETWEEN NEW .SLAB AND THE ADJACENT
`BUILDING FOUNDATION.
USE DRY .COOLER AS PATTERN FOR LOCATION N
OF ANCHOR BOLTS.
RECEIVEb
CITY O TUKWILA
7.iEC 1 lcjy
PERM1TCENThR
CITY OF TUKVVILA
APPROVED
DEN 28 1990
P
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$41, Pul-Jt. evotyrie
PML
RECEIVED
CITY OF TIIKWiLA
LIU; 1 0 1
PERMIT CENTER
0 )%45 fF.11416;.
'41/ Lob-p Jo!!-.11" cotOeitz
tfr
1 )/6 1 0 2" f,01.1
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t.tit:f "Of 14_;..,. i eet
O Oci 7 ttti st , tiotaer 4 - t rt tI r•
of tp.• y f ''. - 9 - ailw$ €.tOp of the right bank . .
Thence- 0164$•sald op De-lti',3right bank Of the Green River the
. follosi.fig troses 'nd dittAerkes;
,,, ., .„.
S. 44"20 E a Os. tic:4 - iif 60.08 feet; $ 59 E a distance of
t
98.9 fiir ..3'
. 0 . -et; . 729t
.;., i a distake of 10140 ' S 82°08 E
di
a stiuk of 1(4406 esrt; If 78 E a 1;ita4apee of 99.0(Pfeet;
N 68"34 t; a distemLe Of 98.430 feet; N 733" k a distiAnce of
97.69 fpet stOe Or ),Stc tti the west margin :6f 'State Highway
*II . ' • - `' •
,
Thence. teltvictg•44idiop - Or.the right bank of Green River wing
.4 nottn-ali a CUrva to tit* H9ht, 114i lentil- of forhich - beam
i.'47 W iteltifts.0^A radius of VI3.14 feet i ah4ert distance'df
71,1s qtrotiA is? ••414ira,:i. angle of 0911'10'
Ik4 '51*g' 19/4 ii Ilan§ Sild margin a diltanot of 1 feet;
theitei aloogik cuive to the left, on said west siargin, 3ia4ing a
radius ,pf 160.3:14:f0rt on..elrc distance of 423.53 feet thigh a
centrill angle of 40
Tilenr4! S Ii W aipng said west 'margin a distance or 3 2 feet,
j'•tefqie 478'14'50" i4 4 #iStitrige of 16.40 feet; •
Thenk`e'S 11'2,3'50 e tiltance of 345.04 feet;
Thene, aklon,g A curve tc the rigkl having a radius of 50.06 feQt an
gr.. AtistanCe of ,78.54 feet; 1,
1 . All materials and workmanship shall conform to the 1979 Uniform
Obildin4,44ertlianfeal and Electrical Codes and Local Codes..
;
2 • Typical &total Is shall atvly where no sfpedi f details are gi yen.
. Th. Contractor shall verify all ciimensioos, elevations
tiaras prior.to construction,
. All dimension* are to tilte precedence
elevations, sections and details.
. All exioitoora to be operable'froin ini4"de b.dIding without keys
or speciat knowled
6. 1-tprk rebated to ,tenant improvement and required exprd.ination to
shell c,cinAriict shall be deterralnad by the Gene0a1 Contractor
for bidding &pd, contract#al agreement.
7. Walls are to be tirestopped der UBC Section 2517(f).
8. Hose st4tions,liall be provided.per City Ordinance #1141
tions to be approved by City prior to installation).
9. re erafiggifeAttees: be.fprovided per NFPA CO.
10. All interi-or wail covering materials shall be fire resistive or
shall ba-trasted to be fire resistive, so aa to result in a flame
spread rating of at least Class Iii (Class II for exitways).
Deliver certificate to the Tukwila Fire Depa'rthient.
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