HomeMy WebLinkAboutPermit B94-0217 - BOEING #7-153City o Tiakwil�.
(206) 431-3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
BUILDING PERMIT
Permit No: B94 -0217
Type: B -BUILD
Category: ACOM
Address: 575 ANDOVER PK W
Location:
Parcel #: 262304 -9075
Zoning: CM
Type Const: V -N
Gas /Elec:
Wetlands:
Water: N/A
Contractor License No.: SEAPACI174LT
Status: ISSUED
Issued: 07/13/1994
Expires: 01/09/1995
Suite:
Type of Occupancy: OFFICE
Slopes: N
Sewer: N/A
TENANT BOEING #7 -153
575 ANDOVER PK W, TUKWILA, WA 98188
OWNER TCW REALTY HOLDING CO
400 S HOPE ST, LOS ANGELAS CA 90071
CONTACT MIKE SULLIVAN Phone: 206 393 -7234
P.O. BOX 3707, M/S 6Y -59, SEATTLE, WA 98124
CONTRACTOR SEA -PAC CONSTRUCTION Phone: 206 623 -1260
1258 1ST AV S, SEATTLE, WA 98134
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
RECONFIGURE INTERIOR SPACE.
SETBACKS
Units: 001 Front: ..0 Back:
Buildings: 001 Left: .0 Right:
Fire Protection: SPRINKLERED
UBC Edition: 1991
Valuation: 7,000.00
Total Permit Fee: 153.00
* * *rr * * * * **, * * * * *.* ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Signature
Date
I hereby certify that I have read and examined this permit and know the
same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate
or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign for and
obtain this builqp g permit.
Signature:14104 Date: `7"/3- -`��
Print Name:_ /4.L GL Lev Title: _Pe-7)2f/ LL f"O/tjA)ISi12'i % b2
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.
All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS
REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE
PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY,
OR TAKEN TO REGIONAL DISPOSAL FACILITIES.
CITY OF TUKWILA,
Department of Coy .. wnity Development — Permit Cente —..
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
6'414- M11
PROJECT NAME
• 153
SITE ADDRESS.
t\ndov -e r 1k W
SUITE NO.
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the project may be ascertained at any time.
�i Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
DEPARTMENT
,) BUILDING -
initial review
FIRE
- -0-PLANNING
DATE Il
DATE':
:PROVED
QUIREME�
CONSULTANT: Date Sent -
MENTS
Date Approved -
1NITN r - iG
O PUBLIC
WORKS
INIT:
IINIT:
O OTHER
.4 BUILDING -
final review
FIRE PROTECTION:
FIRE DEPT. LETTER DATED:
prinklers
Detectors ■ N/A
ty
INSPECTOR: ▪ rte. 0
ZONING: BAR/LAND USE CONDITIONS?
REFERENCE-FILE-NOS.: - - --
MINIMUM SETBACKS: N- S- F-
UTILITY PERMITS REQUIRED? r Yes ■ No
PUBLIC WORKS LETTER DATED:
INIT:
114 `eta-(
INIT: v(
BUILDING �/
OFFICIAL 74i 1 INIT:
TYPE OF CONSTRUCTION:
@VJV
CERT. OF OCCUPANCY?
°Yes ® No
UBC EDITION (year):
icz /
REVIEW COMPLETED
AMOUNT
OWING:
CONTACTED
IA ��•�
1—
DATE NOTIFIED
(init.)
BY:
(init.)
2nd NOTIFICATION
•
3RD NOTIFICATION
BY:
(init.)
01/08/93
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
-r e
BUILDIN PERMIT
APPLICATION
PLAN CHECK
NUMBER
lc>
DESCRIPTION.
BUILDING PERMIT FEE
PLAN CHECK FEE
BUILDING SURCHARGE
RCPT. #
OTHER:
TOTAL -
SITE ADDRESS SUiTE #
575 ANOUVE2 PAR vJE-ST (BOEING 7 -1S3
VALUE OF CONSTRUCTION - $
4 7000
ASSESSOR ACCOUNT #
24/2304 -- Ro7S -0o
PROJECT NAME TENANT
-- RELOCA - s enIT2 i
s( TtivleICc E.PrniCa
TYPE OF New Building Addition " Tenant Improvement (commercial) • Demolition (building)
WORK: 0 Rack Storage 0 Reroof [.1 Remodel (residential) C) Other
DESCRIBE WORK TO BE DONE:
t?ECoNpiGuPE iNre-Q.toe SPACE
BUILDING USE (office, warehouse, etc.)
OFF ICe
NATURE OF BUSINESS:
WiLL_ THERE BE A CHANGE IN USE? ,1 No 0 Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 1 l0, G, r c) Tenant Space: I (o G, c,„9 Area of Construction: 2./6 00
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BILDING?
g No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER M CTR 0th/ -ARK I N U . M GMT.
'PHONE 45-4_(06,423
W
ZIP ct8003
ADDRESS 14335 !JL 24 ' ST SL4ITtr 202 13Gc -L6 /ttL
1
CONTRACTOR
PHONE
ADDRESS
ZIP
WA. ST. CONTRACTOR'S LICENSE #
EXP. DATE
ARCHITECT 40E/nJU Sc.1ppogT SERthC .
PHONE 3c)3 _3303
ADDRESS o Box 3707 ►'l5 Co Y--.5-c-1 5Lq j TL.L 1 Ur/�
ZIP 9 S 124
I;: HEREBY; CRTIFY:HA:I HVE'RAD AND XAMINED - SAPPLICTON :. :AND KNA
BE; ..TRUE AND.: CORRECT AND;!iAM:AUTHORIZED TO:: °APPLY<`FOR :THISPERft-
SIGNATURE L� /-
PRINT NAME Kt. S tA 1~
I BUILDING OWNER
OR
AUTHORIZED
AGENT
DATE
(' --9 -94
PHONE 393 -7234
ADDRESS P D 30,c 3707 MS 6)t1_541
CONTACT PERSON M I i`E S tA L L/ U A--)J C75 7 --6a14 c 7
CITY/ZIP S E/-I.7TL R °o r2¢
PHONE 393 7.2-3.4_
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.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 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 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.
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 431 -3670.
DATE APPLICATION ACCEPTED
DATE APPLICATION EXPIRES
SUBMITTAL CHECKLIST
COMMERCIAL
NEW COMMERCIAL BUILDINGS/ADDITIONS
1 1
Completed building permit application (one for each structure)
Assessor Account Number • : •.:'
Two sots (2) of the following:: : •
I
[—I Structural calculations.stampod by a Washington State license
PISoils report stamped by a Washington State licensed engineer .
I
Topographical survey • .
. . •
riEnergy calculations stamped by a Washington State licensed
- engineer or architect . • •
Legal description
Working drawings, stamped by a Washington State licensed • .
architect, which include: . • •
• Site plan
• Architectural drawings
• Structural drawings , •
• Mechanical drawings
• Elevations
• Civil drawings:. :.
• Landscape plan
Completed utility permit application (one for entire project)
ri Six (6) sets of civil drawings .•
• i
NOTE: See utility ,permit application and checklist for :specific utiity
submittal requirements. " •• ,
..... . .
RACK STORAGE
... •-.:
Li Completod buliding permit application
Assessor Account
Two (2) sots of pians, which include:
ri Building floor plan
• Enre space where racks will be Iocated
„ . . . . . . .
doors'.
• Dimonsions of all aisles
Tonant spaco floor plan showing rack storage layout, aisles and
NOTE: Include dimensiOnS:Of
and exit ways on plan. ;.;
1 • • • . • : • •:•:::• ..•:•• • . :;.;,..
-'' • .
Structural cialculations*staniped•1,:;Y.6,Washin.g.t
engin*. ,(rack sar4g0 .
RESIDENTIAL
COMMERCIAL TENANT IMPFIOVEMENTS::::::.,
Completed building Perinit applicatlon (ono for oach structure
tenant) : ; , •
• • . •
Assessor Account Number
• Two (2) sots of construction plans, which Inc ude.:
. . .
...„... .
. .
• :of tenan
and proposed parking
• ::;"" ••Landscape plan (if apPlicable;f.e;;;Ctiange of use)
1 Overall building plan.*
• Uso of adjaoent (common wail) tenant
fl Floor pian of proposed tenant
. .. .
• Tenant sp.c I
• Exit ..; existing wall,
• •
doors, egresS:patternaridw
Construction details
• Cross sections showing wall constructfon and method of
attachment for floor and oeiling.
engineer may be required if structural work is to be done (2 sets)
NOTE: Itany utility work is to be done, submit soparate utiitypermIt
application and plans.
REROOF
Completed building permlt apphcation (one For each structure)
r ••• •
. ..
• . . . . .
1 11 NtrratiVeldescribing :exiSting roof;:materialbeingren)7S!eg.'a.
and
Mater' al: beingirg1
NEW SINGLE FAMILY DWELLINGS/ADDITIONS
I I
;;;•;;"*"*";:;.••••••;':::',';';',•;;;;: . . . •,',. . . . . . . • . .
RESIDENTIAL REMODELS
• Completed building :Permit application (one for each structure)
Assessor Account Nuniber
Completed building permit application; (one, for each:strUcture):::.:,::::•:::
Legal doscnptlon
Assessor Account Number: • ..
I I Two sots (2) of working drawings; whichjriClucle:.::.::::
"• •,,, • .••
• • Si plan;:ShoiliCloiest
• Feu ridation.:plan Incluao access ro w(dtii and fengm o' access.)
• Floor plan .
• Roof plan
•
•.,•:. :••:.••• Structural framing :plans
Washington State Energy ,Code data
. •
• .
Completed Utility permit*
: 21'
*Six (6) sots of site plans :showing Utilities
NOTE:: Building site plan and utility site plan may be combined. Soa
utility permit application and checklist for.spbalfic sUbmittairequirement.S.:
. . • .
Additional topographical and soils information may be required 11 iiicr!?
sets of working drawings, which
• .;.. •
• :•"' . • Roof . .
• •
• ....
• Structural framing plans
NOTE: 11 any utility work Is to be dono provido utiity pormit a,ppllcation
..... . . .. • • . , „ .
and plans must bo submutted.
•
REROOFS
• • • •:::•;'.•
•
• • •.., •
!"',7'37:2•.,... - ..�... ..t'^*- •
• TT77 7=.717t77'717-7717,7 ;77777
k* ** ** ****4 **h* *k *•k k* **•k*** * ******** * ***** ** ** *k *** ** ******;4** *.
3IT'Y OF TU3(WILA, WA TRANSMIT
4 •k** h ** *k* ** **** *k * ***** * ** k******* 4k ** *k* * * * * * *k** *k* * * **• ** * * **
TRANSMIT Number: 94000673 Amount: 153.00 06/09/94 14:40
Permit No: 094 -0217 Type: B -BUILD BUILDING PER34I r
Parcel No: 262304-9075 06/08/94
.a.ite Address: 575 ANDOVER PK W
•P.ay;m.erit Method: CHECK. Notation: BOEING SUPPORT Iriit: SL13,
h*** C *k * * * *k *�k** **.* *A 4k*******• h**** *•k* *,4 ** *** ***4* * *k *k **k* ** *4k
Account Code Description • Paid
000/322.100 33UILDING NONRES 90•.00
000 /345.030 PLAN CHECK - NONRES 58.50
000/3£36.904 STATE BUILDING SURCHARGE 4.50
Total (This Payment): 153.00
Total Fees:
Total All Payments:
Balance:
153.00
153.00
.00
GENERA
GENERA
GENERA
TOTAL.
CHECK
90.00
58.50
4.50
153.00
153.00
CHANGE 0.00
2651A000 09 :06
CITY OF TUKWILA
Address: 575 ANDOVER Pi; W Permit No: B94 -0217
Suite:
Tenant: BOEING #7 -153 Status: ISSUED
Type: B -BUILD Applied: 06/09/1994
Parcel #: 262304 -9075 Issued: 07/13/1994
*•kk•k ********** **^* ******* k*** k**** lr************** k***•** k*** ** *•k***** ******•**
Permit Conditions:
1 . No changes wi 1 1 be made.;; to':r the p l ans unless ...approved by the
Architect and the Tukwila :Bui`lding Divisiart
2. Electrical permit shall be obta.ined,p.4through the` =,Washington
State Division of °.Labor, and Industries andtal,l electrical
work wi 11 be, `, :i:nrspecte,d by that agency (248,a f£ 3Q) .
` 4
3. A11 perm ita',f,i�ispection r'ec'ords, and approveid,'p,l,;ans shall be
maintained eva1,f able at the- j'ob' site 'prior to .the' start. df
any construction. ::.These'''documerits are to -be; ma intai'ned`L`''
avai1ab�1.e;'unt' ` 1..,., fi' na ,l,•'inspec't•;iiSh'v'.approva1 is'granted
4. Partition waI1s 'attached ;to cei 1 inq;'grid must be l'ater all
•
braced ;.if over eight (8).,;fee'ti in length.
5. Any e)`tp'osed " insulations - backing..meteria1 shall have a F.;;le'me\�,l
Spread, Rat 1t g of 25 or�:;less, and -ma te,ria1 shall bear i''denti-
f i ca't'i`on'`, showing the f"lre --performance' rating thereof;. • `
6. Al l ,'construct i,on to,.-tbe''done ian, con or�r�iance;,..wi th approved '+,
plans and requ'irements'a:0 t,h'e Uni,fbr m; Building Code (1991
Editison) as; anien'ded, by -.the ;Washington State Building Code,,
Uniform :MeehaniCal Code '('1 9;:1. Edition);', and -,Washington State
Energy Code' (1'991;' Second. E.,di >t';,i°on) t ;tr ,.
7. Va 1t9;d i ty-> >.c f,,,,, Fermi t; : '' The` issuance `of;' a ..permit or approval .., of
pla'�y�'s {, spoc;jfi:cations acid computatian+s sha11 not be con- tj
strue'd to be, a.,permit for, or an.,approval of,'any violation'
of any of the p`tvov i s i ons of this icodg ``or of, any other
ordirjaj ce of the�.jurisdiction. No' per mii ' .pre urnln to.: iV'e
' 1
authori.ty0 •,.or('Violate or cancel the p'rov�1' ions�of this code
shall ''be'. valid.
:
. ,
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila, WA 98188
171-4M:
.1.� 1 fl r
—1 S 3
ype o ns
v? i U.-V ,
Address: 5is A 01�
nk
i'
Date Called ""
c� 11
"1
/_
Special Instructions:
n t r GAO—
Date Wanted:
^ r� ; r
~
' m
Requester.
'�'
Phone No.:
, 0S— 31 P
Approved per applicable codes. ❑ Corrections required prior to approval.
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
IRecept No.:
Dale:
0 INSPECTION RECORD 0
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
V
(206) 431 -3670
Project:
/ K
Type of Inspection:
-i,a M; ?L?
' •r ress: J /
l
(! (l"^� `
• .i a f�
/
Special Instructions:
�
n4 a)
�/
0
Date Wanted:
0p.m.
Requester
/ /
Pion No.:
r
ILApproved per applicable codes.
❑ Corrections required prior to approval.
COMMENTS: '
5rr_,.,, rc.>~ wALA --- (LACE
'ff s) Q—'1• "(Y‘ % N t� 1` NE-- W l� L L. •
Inspector:
Mite: q
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection..
Receipt No.:
M ".
1
A
..7,777777'....:,�wl
111
L
City of Tukwila
Fire Department
:?:,7 i i 7 :s'7 ;sti r.
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name ,r% ' ' //VGI - 7" /.s" 3
Address '_ % S' frt./
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No.� /..'�� V
Retain current inspection schedule
Needs shift inspection
Suite #
Y Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
/4 it,
Authorized Signature
FINALAPP.FRM
D i o '
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75-4404 • Fax (206) 575.4439
RECEIVED
CITY OF TUKWILA
JUN 9 1994
LEGAL LES4.11 PFIOH
THAT PORI'TON OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE
SC JIHE ST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 FAST,
N.M., IN KING COUNTY, WASHIMION DESCRIBED AS FOLLOWS:
OWS :
BEGINNING AT THE NORTHEAST CORNER OF SAID EAST HALF WHICH IS NORTH
88 °05'42" WEST AICNG THE NORTH LINE OF SAID SOUTHEAST QUARTER A
DISTANCE OF 1,339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUII-]EA.ST
QUARTER; THENCE SOUTH 01°47'29" o• ALONG THE EAST LINE OF SAID EAST
HALF A DISTANCE OF 1,322.34 r'il:r:r' TO THE SOUTHEAST CORNER THEREOF;
THENCE NORTH 87°55'02" WEST ALONG THE SOUTH LINE OF SAID EAST HALF A
DISTANCE OF 659.35 11r;t•;J2 TO THE WEST LINE OF THE EAST 659.34 1E a' OF
SAID EAST HALF; THENCE NCPIH 01 °47'29" EAST ALONG SAID WEST LINE A
DISTANCE OF 1,320.30 r'te.12 TO THE NCRIH LINE OF SAID EAST HALF; THENCE
SCUIH 88 °05'42" EAST ALONG SAID NORTH LINE A DISTANCE OF 659.34 kEET TO
THE POINT OF BEGINNING;
EXCEPT THE EAST 30 FEET THEREOF FOR ROAD;
ALSO EXCEPT RAILROAD TRACKAGE AS RESERVED BY UNION PACIFIC RAILROAD
COMPANY AS DISCLOSED BY DEED RECORDED UNDER REOORD1NG NO. 7607070502;
ALSO EXCEPT 'THAT PORTION OF SAID SUBDIVISION DMCRIBED AS FOLSAWS:
BEGINNING AT A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST,
WHICH POINT BEARS NORTH 88°05'42" WEST 1,369.34 r'l:,ET ALONG THE
NORTHERLY LINE OF SAID SOUTHEAST QUARTER, AND SOUTH 01°47'29" WEST
451.30 FEET ALONG SAID WESTERLY MARGIN OF ANDOVER PARK WEST FROM THE
NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE FROM SAID POINT OF
BEGINNING LEAVING SAID WESTERLY MARGIN, TANGENT TO THE PRECEDING
COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS,OF 50.00
17 ;1 AND A CENTRAL ANGIE OF 90°06'49" AN ARC LENGTH C2 78.64 1•E it TO A
POINT ON A LINE THAT IS PARALLEL E L TO THE 501.40 b'EI r SOU HERIY OF THE
NORTHERLY LINE OF SAID SOCTHEAST QUARTER; THENCE AIDING SAID PARALLEL
LINE NORTH 88°05'42" WEST 326.76 l' EEP; THENCE LEAVING LAST SAID
PARALLEL LINE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE
TO THE RIGHT HAVING A RADIUS OF 15.00 t'EEi' AND A CENTRAL ANGLE OF
54°45'56", AN ARC DISTANCE OF 14.34 r7::>rr TO A POINT OF REVERSE
CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A
CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEE1' AND A CENTRAL ANGLE OF
289 °31'52" AND ARC DISTANCE OF 252.66 FEET TO A POINT OF REVERSE
CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE AIDNG THE ARC OF A
CURVE TO THE RIOT, HAVING A RADIUS OF 15.00 khEr AND CENTRAL ANGLE OF
54°45'56", AN ARC LENGTH OF 14.34 1 E W TO A LINE THAN IS PARALLEL TO
AND 546.40 teher SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST
QUARTER; THENCE ALONG SAID P''. a LINE SCLYflI 88°05'42" EAST 327.05
FE l'; 911ETKE LEAVING SAID PARALLEL LINE, v e ' TO THE PRECEDING
COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00
F r AND A CENTRAL ANGLE OF 89°53'11", AN ARC LENGTH OF 78.44 1''E:1' TO A
POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST; THENCE SAID
WESTERLY MARGIN NORTH 01°47'29" EAST 145.00 /11:14 TO a• FO 1' OF
BEGINNING;
PERMIT CENTER
37
EXHIBIT "d1°
ALSO EXCEPT THAT PORTION AWE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY MARGIN OF AN XJVER PARK WEST WHICH
POINT BEARS ICI 88°05'42" WEST 1,369.34 kIhr ALONG THE NWTHERLY LINE
OF SAID SOUTHEAST QUARTER AND SOUTH 01 °47'29" WEST 973.30 Ex:r:l' ALONG
SAID WESTERLY MARGIN OF ANDOVER PARK WEST FROM THE NORTHEAST CORNER OF
SAID SOUTHEAST ;
TIC FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY MARGIN,
TANGENT TO THE PRECEDING COURSE, AING THE ARC OF A CURVE TO THE RIGHT
HAVING A RADIUS,OF 50.00 rr t' AND A CENTRAL ANGLE OF 90 °06'49 ", AN ARC
LF3JGIH OF 78.64 r'r r:r TO A POIl3T ON A LINE THAT IS PARALLEL TO AND
1,023.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST
QUARTER;
THENCE ALONG SAID PARALLEL LINE NORTH 88°05'42" WEST 326.76 ] i W;
THENCE LEAVING LAST SAID PARALLEL 'L � LINE TANGENT TO THE PRECEDING COURSE
ALONG THE ARC OF A CURVE TO ITIE RIGHT HAVING A RADIUS OF 15.00 ErjrW AND
A CENTRAL ANGLE OF 54°45'56", AN ARC DISTANCE OF 14.34 ): r:r;1' TO A POINT
OF REVERSE CURVATURE;
THENCE TANGENT TO THE PRECEDING CURVE AIDNG THE ARC OF A CURVE TO THE
LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289 °31'52 ",
AND ARC DISTANCE OF 252.66 E'ter TO A POINT OF REVERSE CURVATURE;
THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 15.00 ktma AND CENTRAL ANGLE OF 54°45'56", AN
ARC LENGTH OF 14.34 FEEr TO A LINE THAT IS PARALLEL TO AND 1,068.40
FELT SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER; THENCE
ALONG SAID P•'. LINE SOUTH 88 °05'42" EAST 327.05 k r;r; THENCE
LEAVING SAID PARALLEL LINE, TANGENT TO WE PRECEDING COURSE, ALONG THE
ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 Frl1' AND 4 CENTRAL
ANGLE OF 89°53'11", AN ARC LENGTH OF 78.44 Wm' TO A POINT ON THE
WESTERLY MARGIN OF ANDOVER PARK WEST; THENCE ALONG SAID WESTERLY MARGIN
NORTH 01 °47'29" EAST 145.00 J:'reX TO THE POINT OF BEGINNING.
RECEIVED
CITY OF TUKWILA
JUN 9 1994
PERMIT CENTER
EXUIBIT °A"
City (T Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review (510)
Control #B94 -0217
John W. Rants, Mayor
July 6, 1994
Re: The Boeing Company, 575 Andover Park West, Bldg.
#7 -153, Tukwila, Wa.
Dear Sir:
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 3303(d))
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 12.104(a))
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.
2. Hallways in your building are constructed as one -hour
rated exit corridors. In order to maintain this one -hour
rating, doors leading into the corridor must be kept
self - closing or the door hardware must meet certain
criteria of the Building & Fire Codes. Please contact the
Fire Prevention Bureau at 575 -4407 for further information.
(UBC 3305g)
3. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
City OT Tukwila
la
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 2
John W. Rants, Mayor
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 #1646)
4. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
The total number of fire extinguishers required for your
establishment is calculated at one extinguisher for each
3000 sq. ft. of area. The extinguisher(s) should be of the
"All Purpose" (2A, 10B :C) dry chemical type. Travel
distance to any fire extinguisher must be 75' or less.
(NFPA 10, 3 -1.1)
Maintain fire extinguisher coverage throughout.
This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
City o1 Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
John W. Rants, Mayor
Page number 3
Yours truly,
The Tukwila Fire Prevention Bureau
cc: T.F.D. File
slj
( (
CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 07/05/94
Activity Table Processing BUILDING PERMIT
Permit No: B94 -0217 Tenant: BOEING #7 -153
Status: PENDING Address: 575' > ANDOVER ,PK W
Type: B -BUILD Vers: 9101 Screen: 01
Base Information
Parcel No: 262304 -9075
Owner: TCW REALTY HOLDING CO
Validated By: SLB Plan Ck Approved: / /
Status: PENDING Applied: 6/ 9/1994 Issued: / /
Active /Inactive: A Completed: / / To Expire: / /
C of 0 Issued: / / Bus Lic #: Final Notice: / /
Nature of Work: RECONFIGURE INTERIOR SPACE.
Location:
Category: ACOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND)
Zoning: CM Gas /Elec:
Census Code: 437 # of Units: 1 # of Bldgs: 1 Pub Own:N
Streams: Slope: N Wetlands: Water:N /A Sewer:N /A
Setbacks - North: .0 South: .0 East: .0 West: .0
Valuation: 7,000.00 Fire Protect:SPRINKLERED
Type Const: V -N Type Occ:0016 OFFICE
UBC Edition: 1991 Occupant Load: Occupancy Grp:B -2
F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update
CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 07/05/94
Activity document routing maintenance. BUILDING PERMIT
Permit No: B94 -0217 Tenant: BOEING #7 -153
Status: PENDING Address: 575 ANDOVER PK W
Route: 1 Current Route Line: 3 of 6
Packet Units Description Station Status Received Assigned Complete
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
Packet Units Action Station Initials Status Received Assigned Completed
BUILD 01 01 C BLDG KEN Approved 06/10/94 06/30/94 07/05/94
Priority (0 /low..9 /high): 0
Regular hours (HH.MM): .00 Overtime Hours(HH.MM):
Comments 1[called left .,message. 6/30/94 ken Lisa Wilber returned call]
2 [said " dotted "line` `wal°ls ' area. low.' partitions: 1: `: ,O.K ; , .Ken ,7/5 / 94 ]
3[ ]
4 [Occ:.:Ioad-...:, n /.c ]
5[ekits 4 ::.......o.k. ]
6[ ]
7 [Fire plea se' review and comment. ]
8[ ]
9[ by Ken ]
10[ ]
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
F1 =Help, ESC =Exit current screen.
u r r i.' 7 9 p 7, 3 i
Post-n' ^ra'id
Fax Transmittal Memo 7672
To
Company
Laceoo1
Fax#
k .. j: Pim
&l ;n
(ZCf1' tlYZ.
�S 7-- 663
zci' 4ZJ X247
i Telephone R -
C57-S(;1j
Department of Labor & Industries
Contractor Registration Section
PO Sou 44480
Olympia WA 98504.4450
1,,c)v)
Assistoted nom 2
'From
. A 1C x ..
Company
.cCo.. .i` �tc . (, r )1s I. 1
'
Loceifon Dept. Charge
Fax # G , ) a 2 2 4 6 Teleptio 'ne l
;ofiginai JDestroy [3 Atom Disposition:
Z:R rR. coNzT.
Today's Dale 71me
Cat: for pickup
Ol
REGISTRATION VERIFICATION
(x06) 9564226
SCAN 2694226
FAX (206) 956.5228
- �--- ----- rem �'- �
Olympia Headquarters
cfter(ecatlon n 'bar
Contractor; Your Certificate of Registration will be sent from the Olympia office and
should be received within 2 to 3 weeks, Please keep this record until you receive your
Certificate of Registration.
P625- 036 -000 reglsuitlon veritieulon 4.93
Tod Ti LOI :ON 131
Tank you
:(31 6S :00 HOW 0u,- (1c-HRd
FIECEIVED
CITY OF TUKWILA
JUL 1 3 1994
PERMIT CENTER
ii
RY- r,,tar..$ ,44`4.,4i4 ,i,)d „ .r .,+a8.,n1A'sa.i.r .r,•.. ft, ,
J
ERWU
7 11
TENANT IMPROVEMENT
for
D r TA E T i
575 ANDOVER PARK WEST
SOUTHCENTER CORPORATE CANTER f
TUKWILA, WASHINGTON 981
UILDING 3)
PUGET SOUxND• REGION
PROJECT LOCATION
PROJECT NOTES
INDEX OF DRAWINGS
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REV
DATE
M BRIEF PROJECT NARRATIVE
:..._�
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BUILDING
PR ®JECT LO.._..
--.�.
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_
PROVIDE TENANT IMPROVEMENT TO BUILDING LD I NG 7 -153
ADD A FLOOR TO CEILING PARTITION WITH A DOOR TO
CREATE A NEW CONTROL POINT I N SUPPORT OF THE MOVE
MEKEEP I NG OPERAT ! ONS .
�! THESE DRAWINGS' CONFORM TO THE 1991 ' U.B.C.,
U.F.C., U•P.C., AND THE 1990 BARRIER FREE
r CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES,
AND COMPLIANCE WITH CITY OF TUKWILA 'ZONING.
COMPLETE BUILDING FLOOR PLAN SHOWING EXITING
f7 COMPLET
SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS.
❑ ENGINEERING CALCULATIONS (IF APPLICABLE)
❑ ROOMS LABELED PER OCCUPANCY PER U.B.C.
TABLE 33 -A
❑ BUILDING . FLOOR NUMBER ON PRINT FOR AREA
I OF CONSTR!JC'TIt1N
NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE:
0 1. GENERAL PERMIT (SHELL & CORE)
6 : SETS OF ENERGY' CALCULATIONS
2 SETS OF CIVIL DRAWINGS WITH UTILITIES
2 SETS SOILS REPORTS
2 SETS STRUCTURAL RUCTURAL CALCULATIONS
,
2 SETS PROJECT CONSTRUCTION SPECIFICATIONS
2 SETS TOPOGRAPHICAL `SURVEY
2 COPIES OF LEGAL DESCRIPTION
2 SETS OF WORKING DRAWINGS
II 2. TENANT .' INPROVEMENTS, 2 7 COMPLETE SETS
❑ 3. MECHANICAL, 2 COMPLETE SETS
❑ 4, ELECTRICAL, 2 COMPLETE SETS
r' FIRE e
❑ a. F1R� PROTECTION /SPRINKLERS, 2 COMPLETE SETS
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O AUBURN, WA. 98002
O BELLEVUE,WA. 98007
O EVERETT, WA. 98201
O KEW, WA. 98031
O PORTLAND OR . 97220
9 R E N ON , WA. 98055
• SEATTLE, WA. 98124
COVER SHEET
APPROVED BY
DEPT.
DATE
pJAY 8, WAW CE
TATE Of WASHli ;' -' t
G,MILLER
BUILDING 7 -153
Jof no. 92087
BSS -4 -92032
UV_E A IO 9,3 CIVIL. MASTER COI.
is
SEATTLE
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REVISION
BUILDING AND WALL"'.
SECTIONS f
DETAIL
REFERENCE TO DETAIL
PLAN It • 1
ROOM NUMBER
DOOR NUMBER
WALL TYPE
rl
GRID GRID BUBBLE AND
CENTERLINE
CONSTRUCTION ABOVE OR BELOW
BEYOND OR BEHIND
DIMENSION LINE
FLAG NOTE FOR :SPECIFIC
CONSTRUCTION `DIRECTION
GENERAL NOTE 'FOR
NON-SPECIFIC` INFORMATION
DOOR - NEW OR .'''RELOCATED
2' -O" x2'- -d & 2'"'O x4'- -0"
SUSPENDED CEILING SYSTEM
GYPSUM WALLBOARD CEILING
FIRE EXTINGUISHER
SUPPLY AIR DIFFUSER
RETURN AIR'` GRILLE
FLOURESCENT FIXTURE (RECESSED, SURFACE)
INCANDESCENT /FLOURESCENT FIXTURE (CAN)
„E AE
TRACK LIGHTING (SURFACE)
MOTION DETECTOR
AEA
PENDANT FIRE SPRINKLER HEAD
UPRIGHT FIRE SPRINKLER HEAD
EXIT SIGN
SMOKE DETECTOR
EMERGENCY LIGHT,;;
INTERCOM /SPEAKER
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ROOF/ACCESS DOOR
•
TRANSLATE FROM MANUAL TO AUTOCAD JW LW
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6.03.9
MATERIAL SYMBOLS
. ,r g jr ,�\ ,�� ,,��,r� ,�� ,rte �r \ 9\ ,�� ,
EARTH, DIRT, UNDISTURBED
EMSESI EARTH, DIRT, COMPACTED
o OAT % -s �•a i • STONE, GRAVEL, POROUS FILL
EY=_,M BRICK, COMMON
ISSS SSSS SSS,S Y,SSS/SSS.
CERAMIC TILE
1: • -AE-' " • •-.1:.,1 CONCRETE: CAST -IN-- PLACE, PRECAST
VA AU ?ittfititiVi
INSULATION: BAIT, LOOSE, FILL BLANKET
INSULATION: RIGID
ALUMINUM
BRASS, BRONZE, COPPER
. - METAL, STEEL, IRON
• • . •
RASTER: SAND, CEMENT, GROUT
; :. : - .. • • PLASTER: GYPSUM WALL BOARD
E : WOOD: FINISH
f WOOD: ROUC
WOOD: INTERRUPTED BLOCKING
1� Eil.fIffiE-A PLYWOOD: SMALL SCALE
ID: ". "i7. ,a l./
PLYWOOD: LARGE SCALE
I ; ;, :: • : _• -• . •7T1 WALL- TYPE: CONCRETE
IMME33 WALL TYPE: CONCRETE MASONRY UNIT (CMU)
C==L1 WALL TYPE: STEEL STUD
'r•�~•• WALL TYPE: WOOD STUD
WALL TYPE: MIL STUD & GWB
WALL TYPE: DEMOUNTABLE PARTITION
WALL TYPE: LOW HEIGHT GWB PARTITION
WALL TYPE: SYSTEMS FURNITURE
1'-- -- ►i
WALL TYPE: PARTITION (7' --0' HIGH O'BRIEN)
WALL TYPE: REMOVAL
WALL TYPE: GLASS
NOTE: MATERIALS LEGEND PROVIDED FOR GENERAL
REFERENCE. SYMBOLS ARE NOT ALWAYS USED
MERE INDICATED ABOVE. SEE CONSTRUCTION
NOTES FOR APPLICABLE MATERIALS AND
SPECIFIC METHODS.
REVISION
APPROVED DATE
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C
CB
CC
CEM
CF
CJ
CL
CLR
COL
COMP
coNc
CONN
CONST
CONT
CONTR
CTSK
CY
0
DBL
DEMOL
DEP
DIA
DIAG
DIM
DL
DN
DS
DWG
E
EA
EB
EF
EJ
EL
ELEV
EQ
EW
EXIST
EXP
EXT
FAS
FF
FF
FGR
FH
AN
FND
FOC
FOF
FOIC
FO
FT
FTG
FUT
CA
GALV
GC
GI
GR
GT
HDNR
HDWD
HG
HM
HOR
IIS
HT
ID
ID
IF
IN
INCL
,1T
K
KO
ABBREVIATIONS
AND
AT
ANCHOR BOLT
ADJACENT
ABOVE FINISHED FLOOR
AGGREGATE
ALUMINUM
ALTERNATE
ANCHOR, ANCHORAGE
AMERICAN PLYWOOD ASSOCIATION
APPROVED,
APPROXIMATE
AMERICAN SOCIETY
OF TESTING MATERIALS
BETWEEN
BUILDING
BLOCKING
BOTTOM
CHANNEL
CATCH BASIN
CENTER TO CENTER
CEMENT
CUBIC, FEET
CONTROL JOINT
CENTER LINE
CLEARANCE)
COLUMN
COMPRESS(ED) (ION)
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS, CONTINUE
CONTRACT(OR)
COUNTERSUNK
CUBIC YARD(S)
DIAMETER
DOUBLE
DEMOLISH, DEMOUTION
DEPRESSED
DIAMETER
DIAGONAL
DIMENSION
DEAD LOAD
DOWN
DOWNSPOUT
DRAWING
EAST `(COORDINATE)
EACH
EXPANSION ' BOLT
EACH FACE
EXPANSION JOINT
ELEVATION
ELEVATION
EQUAL
EACH WAY
EXISTING
EXPOSED
EXTERIOR
FASTEN(ER)
FACTORY FINISH
FINISHED FLOOR
FINISH GRADE
FIRE HYDRANT
FINISH(ED)
FOUNDATION
FACE OF CONCRETE
FACE OF FINISH
FURNISHED BY OWNER/
INSTALLED ' BY CONTRACTOR
FINISHED OPENING
FOOT
FOOTING
FUTURE
GAGE
GALVANIZED
GENERAL CONTRACTOR
GALVANIZED IRON
GRADE
GROUT
HARDENER
HARDWOOD
HIGH GRADE
HOLLOW METAL
HORIZONTAL
HIGH STRENGTH
HEIGHT
INSIDE DIAMETER
INSIDE DIMENSION
INSIDE ` FACE
INCH
INCLUDED(0) (INC)
JOINT
KIP(S)
KNOCK OUT
ASP- AilefaertG?
FACILITIES DEPARTMENT
LB
LEN
LF
LL
LWR
MAIt
MAX
MB
MBR
MET
MFR
MIN
MIS'
MT
MTL
N
NF
NIC
NO.
NOM
NTS
OA
0c
OD
OF
OPG
OPP
PAR
PCC
PCF
PERF
PERIM
PL
PNL
PREST
PRF
PSF
PSI
PT
PVC
PWD
R
R
REF
REINF
REQ
REV
RH
RO
SQ
SECT
SECT
SF
SHT
SIM
SQ
ST
STD
STL
STR
SYM
SYS
T &B
T &G
TC
TEMP
THK
IOC
TOL
TOS
TS
TYP
UBC
UL
UON
UPR
VB
VERT
W
v
W/
W/0
WAIF
LENGTH
LAG BOLT
LENGTH
LINEAL FEET
LIVE LOAD
LOWER
MATERIAL
MAXIMUM
MACHINE BOLT
MEMBER
METAL
MANUFACTURE(R)
MINIMUM
MISCELLANEOUS
MOUNT(ED) (ING)
METAL
NORTH (COORDINATE)
NEAR FACE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OVERALL ..
ON CENTER(S)
OUTSIDE DIAMETER
OUTSIDE FACE
OPENING
OPPOSITE
PAINT
PARALLEL
PRECAST CONCRETE
POUNDS PER CUBIC FOOT
PERFORATE(D)
PERIMETER
PLATE
PANEL
PRESTRESS(ED)
PREFORMED
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT •
POLYVINYL CHLORIDE
PIPE
PLYWOOD
RADIUS (CURVATURE)
RISER
REFERENCE, REFER TO
REINFORCE(D) (ING)
REQUIRE(D) DING)
REVISION(S), REVISED
RIGHT HAND
ROUGH OPENING
SQUARE
SOUTH (COORDINATE)
SECTION
SQUARE FEET
SHEET
SIMILAR
SQUARE
STRUCTURAL TEE
STANDARD
STEEL
STRUCTURAL
SYMMETRY,SYMM ETRICAL
SYSTEM
TOP AND BOTTOM
TONGUE AND GROOVE
TOP OF CURB
ELEVATION
TEMPORARY
THICK(NESS)
TOP OF CONCRETE
TOLERANCE
TOP OF STEEL
STRUCTURAL TUBE
TYPICAL
UNIFORM BUILDING
CODE
UNDERWRITERS' LABEL
UNLESS OTHERWISE
NOTED
UPPER
VAPOR BARRIER
VERTICAL
WEST (COORDINATE)
WIDE FLANGE
WIDTH, WIDE
WITH
WITHOUT
WELDED WIRE FABRIC
O AUBURN , WA . 98002
O BELLEVUE , WA 98007
O E9
ET 98201
T = WA .
• KENT 98031
O PORTLAND OR . 97220
O RENTON , WA . 98055
NI SEATTLE, WA . 98124
REGISTERED
ARCWTECT
JAY 8. WA LACE
TATS OF WASHINGTON
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GENERAL NOTES
1. OBTAIN MECHANICAL AND ELECTRICAL CONSTRUCTION PERMITS FROM
CITY OF RENTON PRIOR TO COMMENCING CONSTRUCTION.
2. NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS
REQUIRE DESIGN REVISIONS.
3. REPAIR PARTITION AND CEILING SYSTEMS DUE TO REMOVAL OF
MECHANICAL AND ELECTRICAL WORK SO THAT PARTITION " OR CEILING
SYSTEM IS RETURNED TO FULL CAPACITY OF SYSTEM AND TO
SEAMLESS CONDITION, SEE MECHANICAL AND ELECTRICAL DRAWINGS
FOR LOCATIONS. FOR REPAIR OF DEMOUNTABLE PARTITIONS, REPLACE
ENTIRE PANEL OR PATCH IF HOLES ARE '1 /4" IN DIAMETER OR LESS.
4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF
DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION
MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE
CONSTRUCTION MANAGER.
5. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON
THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF
HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON
DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT' TO THE
ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON
DISCOVERY.
6. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS.
7. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR
CONSTRUCTION AREA AND SECURITY REGULATIONS.
8. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DWGS
SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL
9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY
AND /OR CONCRETE WALLS, METAL STUDS, AND TO THE CENTER-
LINE OF COLUMNS, UNLESS OTHERWISE NOTED.
10. DOOR OPENINGS ARE 6" FROM ADJACENT WALLS OR CENTERED IN
ROOM, UNLESS DIMENSIONED OTHERWISE.
11. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE
ABOVE, UNLESS SHOWN OR NOTED OTHERWISE.
12. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL,
PLUMBING, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE
ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACK -
GROUNDS SHALL ' NOT BE USED FOR PORTIONS OF THE WORK OTHER
THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO
THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK.
13. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL
BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL,
MECHANICAL AND ELECTRICAL WORK SO THAT WORK SHOWN ON ANY
OF THE DISCIPLINE SPECIFIC SHEETS WILL BE COMPLETE AND
OPERATIONAL EVEN IF THE CORRESPONDING WORK IS NOT SHOWN ON
THE OTHER DISCIPLINE SPECIFIC SHEETS. FOR EXAMPLE, ELECTRICAL
WORK REQUIRED TO OPERATE CERTAIN MECHANICAL EQUIPMENT, MAY
NOT SPECIFICALLY BE SHOWN ON THE ELECTRICAL SHEETS BUT WOULD
STILL BE REQUIRED TO MAKE THE MECHAINCAL WORK COMPLETE AND
OPERATIONAL.
14. CONSTRUCTION MANAGER TO INDICATE STAGING AREAS WHERE
CONTRACTOR MAY STORE SALVAGED MATERIALS TO BE REUSED IN
LATER PARTS OF THIS PROJECT AND WHERE MATERIALS TO BE
STAGED BY BOEING ARE TO BE LOCATED.
15. SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN
DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION NOTES
FOR MATERIAL CALLOUTS.
16. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE THE FINAL
LOCATIONS OF MECHANICAL AND ELECTRICAL COMPONENTS. SEE THE
REFIT ECTED CEILING PLANS ' FOR LOCATIONS OF ALL ITEMS IN ` CEILING=
SEE DISCIPLINE SHEETS FOR ALL INFORMATION ABOUT THE MECHANICAL
AND ELECTRICAL' COMPONENTS INDICATED ` ON ARCHITECTURAL REFLECTED
CEILING PLANS.
17. THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CLOUD(S)
MARKED WITH THE REVISION (REV) LETTER WHICH MATCHES THE ONE
INDICATED IN THE LOWER RIGHT; CORNER OF THE SHEET. , IF
THERE IS NO CLOUD ON THE SHEET, THE ENTIRE SHEET IS IN
THE SCOPE OF WORK, UNLESS IT'S A DETAIL SHEET. A DETAIL
REFERENCED WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK
EVEN WHEN THE ACTUAL DETAIL DRAWING IS NOT CLOUDED ON THE
DETAIL SHEET. LEGENDS & GENERAL • NOTES ALWAYS APPLY WHETHER
CLOUDED OR NOT. CONSTRUCTION NOTES PERTAINING TO THIS
JOB WILL BE CLOUDED & MARKED WITH THE MATCHING REV LETTER.
18. SEE MECHANICAL AND ` ELECTRICAL'- DRAWINGS FOR . WORK OF THOSE
TRADES WHICH DAMAGE EXISTING BUILDING COMPONENTS & FINISHES
AND REPAIR ACCORDINGLY TO SEAMLESS CONDITION.
ACCEPTAEILITY
THIS DESIGN ANAO R
SPECIFICATION IS OVE0
APPROVED BY
WA LACE
II
10
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II
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94
KEY SHEET
BUILDING 7 -153
ARCHITECTURAL MASTER COL
k:k
SEATTLE
1 104.
yot
RECEIVED
OliV OF TUKWILA
JUN 9 19 9.4
PZf MET CENTER
ISE&
ENGINEERS
R.\
TIT
06.03
.94
DATE
1
Joa NO. 92067
BSS-4 -92032
OM HO.
•
7- 153 --A1
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CONSTRUCT 1 ON NOTES
> PROVIDE H SPARTITION OF 4"x 22 GA MIL STUDS AT 16"
/8" TYPE X GWB EACH SIDE. TAPE AND
FINISH TO MATCH ADJACENT. PARTITION TO EXTEND
FROM FLOOR TO SUSPENDED fEIL1NG. PROVIDE DIAG
BRACING AT TOP OF PARTITION TO STRUCTURE ABOVE
AT FREE END OF WALL AND AT THE STRIKE SIDE OF ,
THE DOOR.
r PROVIDE 3'— O"x8' -0" DOOR WITH AN 8"x 32" LITE
PLACED 40" AFF AND 6" FROM STRIKE SIDE DOOR
EDGE & A 1'- 0"x8' -O" DOOR FOR AN OVERALL 4'x8'
OPENING TO MATCH SIMILAR ADJACENT OPENINGS.
PROVIDE WELDED HOLLOW METAL FRAME, AND THE
FOLLOWING HARDWARE:
ITEM MFR NUMBER & FINISH
*3 PAIR HINGES HAGER 1279 4 -1/2x4-1/2 26
31 PAIR HINGES BOMBER 4 -1/2x4-1/2 (WITH
31
CLOSER BODY) 26
3303—STAT 260
F8061 X 26D
FB8 26
efr 1 CLOSER
02 DOOR STOPS
1 PAIR AUTO
FLUSH BOLTS
01 DUST PROOF
STRIKE
01 COORDINATOR
YALE
BBW
GLYNN
JOHNSON
GLYNN
JOHNSON
GLYNN
JOHNSON
COR SERIES
OBTAIN FROM OWNER AND INSTALL THE FOLLOWING: 4
1 LOC"SET UNICAN L1000 -2M 26
ADJUST DOOR TO SMOOTH OPERATING CONDITION.
SET LOCK TO OCCUPANT REQUESTED COMBINATION &
INSTRUCT OCCUPANT ON LOCK ' OPERATION. PROVIDE
MANUFACTURES INSTALLATION AND OPERATING
INSTRUCTIONS. VERIFY EXISTING ' CONDITIONS AT ADJ
DBL DOORS & MATCH EACH DOOR AND HDWR ITEM.
COORDINATE WORK WITH ' CONSTRUCTION MANAGER &
SYSTEMS FURNITURE INSTALLER.
IPM
RECEIVED
CITY OF`TUKWILA
JUN 9 1994
PERMIT CENTER
F &C
ENGINEERS
REVISION
FACILITIES DEPARTMENT
0 AUBURN, WA. 98002
O BEL.LEVUE , WA . 98007
0 EVERETT, WA. 98201
O KENT, WA. 98031
O PORTLAND , OR . 97220
O RENTON, WA. 98055
NI SEATTLE WA. 98124
ACCEPTAFJI L I TY
THIS OESIGN ANR /CR
SPECIFICATION IS APPROVED
P
FLOOR PLAN
LAST IiEMS'ON 1 SN3OL.
!y
BUILDING 7 -153
6.03.94
SEATTLE
Jo NO. 92067
8SS -4 °92032
NV NO.
7-153-1A10
0 14HS INCH 1 2
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CONSTRUCT 1 ON NOTES
> PROVIDE H SPARTITION OF 4"x 22 GA MIL STUDS AT 16"
/8" TYPE X GWB EACH SIDE. TAPE AND
FINISH TO MATCH ADJACENT. PARTITION TO EXTEND
FROM FLOOR TO SUSPENDED fEIL1NG. PROVIDE DIAG
BRACING AT TOP OF PARTITION TO STRUCTURE ABOVE
AT FREE END OF WALL AND AT THE STRIKE SIDE OF ,
THE DOOR.
r PROVIDE 3'— O"x8' -0" DOOR WITH AN 8"x 32" LITE
PLACED 40" AFF AND 6" FROM STRIKE SIDE DOOR
EDGE & A 1'- 0"x8' -O" DOOR FOR AN OVERALL 4'x8'
OPENING TO MATCH SIMILAR ADJACENT OPENINGS.
PROVIDE WELDED HOLLOW METAL FRAME, AND THE
FOLLOWING HARDWARE:
ITEM MFR NUMBER & FINISH
*3 PAIR HINGES HAGER 1279 4 -1/2x4-1/2 26
31 PAIR HINGES BOMBER 4 -1/2x4-1/2 (WITH
31
CLOSER BODY) 26
3303—STAT 260
F8061 X 26D
FB8 26
efr 1 CLOSER
02 DOOR STOPS
1 PAIR AUTO
FLUSH BOLTS
01 DUST PROOF
STRIKE
01 COORDINATOR
YALE
BBW
GLYNN
JOHNSON
GLYNN
JOHNSON
GLYNN
JOHNSON
COR SERIES
OBTAIN FROM OWNER AND INSTALL THE FOLLOWING: 4
1 LOC"SET UNICAN L1000 -2M 26
ADJUST DOOR TO SMOOTH OPERATING CONDITION.
SET LOCK TO OCCUPANT REQUESTED COMBINATION &
INSTRUCT OCCUPANT ON LOCK ' OPERATION. PROVIDE
MANUFACTURES INSTALLATION AND OPERATING
INSTRUCTIONS. VERIFY EXISTING ' CONDITIONS AT ADJ
DBL DOORS & MATCH EACH DOOR AND HDWR ITEM.
COORDINATE WORK WITH ' CONSTRUCTION MANAGER &
SYSTEMS FURNITURE INSTALLER.
IPM
RECEIVED
CITY OF`TUKWILA
JUN 9 1994
PERMIT CENTER
F &C
ENGINEERS
REVISION
FACILITIES DEPARTMENT
0 AUBURN, WA. 98002
O BEL.LEVUE , WA . 98007
0 EVERETT, WA. 98201
O KENT, WA. 98031
O PORTLAND , OR . 97220
O RENTON, WA. 98055
NI SEATTLE WA. 98124
ACCEPTAFJI L I TY
THIS OESIGN ANR /CR
SPECIFICATION IS APPROVED
P
FLOOR PLAN
LAST IiEMS'ON 1 SN3OL.
!y
BUILDING 7 -153
6.03.94
SEATTLE
Jo NO. 92067
8SS -4 °92032
NV NO.
7-153-1A10
0 14HS INCH 1 2
•m' � .G. r' � ,y • .. J 4 L r: f". � i /t �' ,G rr a ": w°' . /,. l ti .l.a
ply j � I II 4 :: I I. I I } tlil 1 will!!!.! 111 11111 111111 Ilrvll! 1 it illtllll
3 4 5 • ry
I?iOTF: If the microfilmed document is 'less clear than this
notice, it 19 due to the quality of the original document.
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LEGEND
SEE SHEET Al FOR LEGEND SYMBOLS.
GENERAL NOTES:
SEE SHEET Al FOR GENERAL NOTES.
CHAIN LINK FENCING AS FOLLOWS:
A. CHAIN LINK FENCE FABRIC:
1. ASTIvi A 392
2. ZINC—COATED BEFORE WEAVING
3. 2x2 MESH
4. 9 -GAGE WIRE
5. ZINC— COATING (CLASS 1, 102 OZ /Std ` FT,)
B. POSTS, RAILS, BRACES AND ACCESSORIES:
1. ASTM F ` 669
2. STEEL SHAPES
3. ZINC - COATING (1.8 OZ /SQ FT.)
C. GATES:
1. ASTM F 900
2, ZINC- COATED STEEL GATE FRAMES
D. FENCE FITTINGS:
1. ASTM F626
7
BULDIWO 7 -154
CONCRETE WALK WAY WITH EXPOSED AGGREGATE
FINISH.
FACE OF CURB ALIGNS WITH JOINT IN CONCRETE
WALK.
5. CONCRETE IS NORMAL WEIGHT W/ F'c =2000 PSI
@ 28 DAYS, MIN 5 —SACK MIX.
EXPANSION JOINT FILLER IS 1/2" PRE-- MOLDED
JOINT MATERIAL 'PER ASTM D1751,
BASE MATERIAL CONFORMS WITH WSDOT SPEC
NO 9-03.14 COMPACTED TO MIN 95% OF MAXIMUM
DENSITY PER ASTM D1557.
C80 C500
BUILDING 7- 153
I I. REMOVE SECTION OF CURB SHOWN DOTTED BETWEEN
EXISTING BREAKS IN CURB.
REMOVE SOD AND SOIL TO DEPTH TO ALLOW NEW
CONCRETE WALK AND RAMP CONSTRUCTION.
CUT IRRIGATION SYSTEM PIPING, RELOCATE HEAD TO
ASURE SPRIKLER COVERAGE AND REROUTE " PIPE TO
COMPLETE SYSTEM. CLEAN `LINE AND TEST FOR
COVERAGE, ADJUST HEAD AS REQUIRED.
4 PROVIDE 6" WIDE x 12" DEEP CONCRETE CURB.
MATCH FINISH OF ADJACENT CURBS. COMPACT
NATIVE SOIL PRIOR TO PLACEMENT OF CURB. • ,
S PROVIDE 4" THICK CONCRETE WALK OVER 4" OF
COMPACTED GRANULAR FILL. FINISH ` SURFACE TO
MATCH EXISTING EXPOSED AGGREGATE. NOTE SIZE
OF EXISTING 'AGGREGATE DURING V/ALKTHRU.
b> PROVIDE 4" TFIHCK CONCRETE RAMP OVER 4" OF
COMPACTED GRANULAR FILL. FINISH SAME AS
NOTED IN CONSTRUCTION NOTE 5,
RESTRIPE ACCESSIBLE STALLS & WALK AREAS TO
MATCH AS SHOWN.
�ko
RECEIVED
cm, OF TUK ALA
JUN 9 1994
PERMIT opNTER
BE &C
ENGINEERS
RS
REVISION
FACILITIES DEPARTMENT
0 AUBURN , WA r 98002
O DELL EVUE , WA . 98007
O EVERETT, WA . 98201
O KENT, WA. 98031
O PORTLAND , OR . 97220
O RENTON , WA . 98055
• SEATTLE , WA 98124
ACCEPTABILITY
THIS DESIGN ANDA(n
SPECIFICATION IS APPROVED
- APPROVED BY DEPT. DATE
LAST F O
MO PO.
- 153 —C80
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notice, it is due to the quality of the original document.
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•
11
ram
,2) EMS SUM? SERWLICES
BUE.DHO 7c1Z3
TENANT IMPROVEMENT
for
DATA ENTRY & TIMEKEEPING
575 ANDOVER PARK WEST
SOUTHCENTER CORPORATE CENTER (BUILDING 83)
TUKWILA, WASHINGTON 98188
PUGET SOUND REGION
PROJECT LOCATION
PROJECT NOTES
INDEX OF DRAWINGS
ASSN
13ciii es- oa 17
VICINITY MAP
NO SCALE
SITE PLAN
NO SCALE
PROJECT CHECKLIST
• BRIEF PROJECT NARRATIVE
PROVIDE TENANT IMPROVEMENT TO BUILDING 7 -153
AS FOLLOWS:
ADD A FLOOR TO CEILING PARTITION WITH A DOOR TO
CREATE A NEW CONTROL POINT IN SUPPORT OF THE MOVE
FOR TIMEKEEPING OPERATIONS.
II THESE DRAWINGS CONFORM TO THE 1991 U.B.C..
U.F.C., U.P.C., AND THE 1990 BARRIER FREE
CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES,
AND COMPUANCE WITH CITY OF TUKWILA ZONING.
O COMPLETE BUILDING FLOOR PLAN SHOWING EXITING
SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS.
O ENGINEERING CALCULATIONS (IF APPLICABLE)
O ROOMS LABELED PER OCCUPANCY PER U.B.C.
TABLE 33 -A
O BUILDING FLOOR NUMBER ON PRINT FOR AREA
OF CONSTRUCTION
NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE:
O 1. GENERAL PERMIT SHELL & CORE)
6 SETS OF ENERGY CALCULATIONS
2 SETS OF CML DRAWINGS WITH UTILITIES
2 SETS SOILS REPORTS
2 SETS STRUCTURAL CALCULATIONS
2 SETS PROJECT CONSTRUCTION SPECIFICATIONS
2 SETS TOPOGRAPHICAL SURVEY
2 COPIES OF LEGAL DESCRIPTION
2 SETS OF WORKING DRAWINGS
■ 2. TENANT INPROVEMENTS, 2 COMPLETE SETS
O 3. MECHANICAL, 2 COMPLETE SETS
O 4. ELECTRICAL, 2 COMPLETE SETS
O 5. FIRE PROTECTION/SPRINKLERS, 2 COMPLETE SETS
II MIMI
NIE.II
BUILDING 7 -153
PROJECT SITE
$HCET NO.
ASSN
13ciii es- oa 17
VICINITY MAP
NO SCALE
SITE PLAN
NO SCALE
PROJECT CHECKLIST
• BRIEF PROJECT NARRATIVE
PROVIDE TENANT IMPROVEMENT TO BUILDING 7 -153
AS FOLLOWS:
ADD A FLOOR TO CEILING PARTITION WITH A DOOR TO
CREATE A NEW CONTROL POINT IN SUPPORT OF THE MOVE
FOR TIMEKEEPING OPERATIONS.
II THESE DRAWINGS CONFORM TO THE 1991 U.B.C..
U.F.C., U.P.C., AND THE 1990 BARRIER FREE
CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES,
AND COMPUANCE WITH CITY OF TUKWILA ZONING.
O COMPLETE BUILDING FLOOR PLAN SHOWING EXITING
SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS.
O ENGINEERING CALCULATIONS (IF APPLICABLE)
O ROOMS LABELED PER OCCUPANCY PER U.B.C.
TABLE 33 -A
O BUILDING FLOOR NUMBER ON PRINT FOR AREA
OF CONSTRUCTION
NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE:
O 1. GENERAL PERMIT SHELL & CORE)
6 SETS OF ENERGY CALCULATIONS
2 SETS OF CML DRAWINGS WITH UTILITIES
2 SETS SOILS REPORTS
2 SETS STRUCTURAL CALCULATIONS
2 SETS PROJECT CONSTRUCTION SPECIFICATIONS
2 SETS TOPOGRAPHICAL SURVEY
2 COPIES OF LEGAL DESCRIPTION
2 SETS OF WORKING DRAWINGS
■ 2. TENANT INPROVEMENTS, 2 COMPLETE SETS
O 3. MECHANICAL, 2 COMPLETE SETS
O 4. ELECTRICAL, 2 COMPLETE SETS
O 5. FIRE PROTECTION/SPRINKLERS, 2 COMPLETE SETS
II MIMI
NIE.II
DRAWING NO.
$HCET NO.
DAMNING TITLE
REV
DATE
•
7- 153 -AO
AO
COVER SHEET
A
08.03.94
•
7- 153 -AI
AI
KEY SHEET
B
06.03.94
•
7- 153 -IAIO
IAIO
FLOOR PLAN
8
06.03.94
0
7- 153 -IA280
1A280
REFLECTED CEILING PLAN
-
06.I6.94
•
7- 153 -C80
C60
PARTIAL SITE PLAN
A
06.03.94
0
7- 153 -0500
C500
DETAILS AND SECTIONS
-
06.29.92
0
7- 153 -IE2R
IE2R
480/277 VOLT MAIN FEEDERS�AYS/PANEL- REMOVAL
-
06.29.92
0
7- IS3 -IE2
1E2
460 277 VOLT MAIN FEEDERS AYS ANEL
-
06.29.92
0
7- 153 -1E3
1E3
208Y/120 VOLT POWER MAIN FEEDERS SWAYS/PANELS
-
06.29.92
0
7- 153 -IE4R
IE4R
PRIMARY POWER DISTRIBUTION ONE LINE DIAGRAM - REMOVAL
A
06.29.92
0
7- 153 -1E4
1E4
PRIMARY POWER DISTRIBUTION ONE LINE DIAGRAM
A
06.29.92
0
7- 153 -1E5
1E5
ONE LINE STANDBY SYSTEM
A
06.29.92
0
7- 153 -IEIOR
IEIOR
LIGHTING PLAN - REMOVAL
-
06.29.92
0
7- 153 -IEIO
IEIO
LIGHTING PLAN
-
06.29.92
0
7- I53 -IEI10
1E110
4601277 VOLT POWER
-
06.29.92
0
7- I53 -IEI11
1E111
480/277 VOLT POWER
-
06.29.92
0
7- 153 -E500
E500
PANEL SCHEDULE
-
06.29.92
0
7- 153 -E510
E5I0
SECTIONS
-
06.29.92
ISSUE LEGEND
NOT YET ISSUED
• PREVIOUSLY ISSUED,
NOT IN THIS ISSUE
ITN THIS ISSUE
• PREVIOUS PROJECT,
NOT YET ISSUED FOR
CURRENT PROJECT
• PREVIOUSLY PROJECT,
NOT REQUIRED FOR
CURRENT PROJECT
FILE COPY
.ndoratand that the Plan Check approv
'act to errors and omissions and aPPr
ns does not oauthorize ncee PeceiDpot tom-
tract ed coda or
a ov P
. lane ac
tractor'scopY , ( �j
BY
Date
Permit No
(11? OF TUKWILA
APPROVED
JUL 1 1 1994
Aa IOW
I i:i )INCA DIt.1.3InP1
onvi A
JUN 91994
ear a
SWORD
M00 DATA ENTRY/REL TIMEKEEP (400108)
JW LW... elf SS p8.03J14
0 AUBURN, WA . 98002
O BELLEVUE , WA . 98007
O EVERETT , WA. 98201
O KENT, WA. 98031
0 PORTLAND, OR . 97220
❑ RENTON WA . 98055
• SEATTLE , WA. 98124
NN REGISTERED
C ITECT
�Of WASrirr: •
ACCEPTABILITY
THIS 0E11161 A10
SPECIFICATION IS
APPROVED FT
DEPT.
DATE
COVER SHEET
BUILDING 7 -153
MIL M$TER 001.
%ATTLE
Inc
IIIOINM S
Ile MOOR
EMIL
08.03
.94
0
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7- 153 -AO
SYMBOL LEGEN
BUILDING AND SW
SECTIONS
grit—a DETAIL
Q19-1.1
xx
xx
•
MATERIAL SYMBOLS
ABBREVIATIONS
GENERAL NOTES
REFERENCE TO DETAIL
PLAN vn.l
ROOM NUMBER
DOOR NUMBER
WALL TYPE
CEIO GRINEBU% BBLAND
CONSTRUCTION MOVE OR BELOW
BEYOND OR BEHIND
DIMENSION DIMENSION UNE
0
J[
■ ■ti
■e■I ■
FED
•
WA'
CD
•
O
FLAG NOTE FOILEOFIC
CONSTRUCTION DIRECTION
GENERAL NOTE tit
NON - SPECIFIC ; FORMATION
ter
DOOR — NEW C!K`'_RELOCATED
■••..
S � NUSPEDEDD 1 SYSTEM
1 : ••„''
1•••••
GYPSIMI WALLS* CEILING
11.11
FIRE EXTINGUISH
X. fi'.
SUPPLY NR DIFFUSER
RETURN AR GRILLE
Q FLOURESCs FUME (RECESSED, SURFACE)
1111
INCANOESCENTfF1AURESCENT FIXTURE (CAN)
TRACK UGHTNNG`aURFACE)
MOTION DETECTOR
PENDANT FIRE SPRINKLER HEAD
UPRIGHT ARE SPRINKLER HEAD
EXIT SCN
SMOKE DETECTOR
EMERGENCY LK
INTERCOM/SPEAKER
ROOF /ACCESSOOOR
11.71^: 't't.'hTp.'.
•j'*
/ / / / / / //,
EARTH, DIRT, UNDISTURBED
EARTH, DIRT, COMPACTED
STONE, GRAVEL, POROUS FILL
BRICK, COMMON
CERAMIC TILE
CONCRETE: CAST -IN- PLACE, PRECAST
INSULATION: BATT, LOOSE, FILL BLANKET
INSULATION: RIGID
ALUMINUM
BRASS, BRONZE, COPPER
METAL STEEL, IRON
PLASTER: SAND, CEMENT, GROUT
. PLASTER: GYPSUM WALL BOARD
WOOD: FINISH
WOOD: ROUGH
WOOD: INTERRUPTED BLOCKING
PLYWOOD: SMALL SCALE
PLYWOOD: LARGE SCALE
WALL TYPE: CONCRETE
WALL TYPE: CONCRETE MASONRY UNIT (CMU)
WALL TYPE: STEEL. STUD
WALL TYPE: WOOD STUD
WALL TYPE: MTL STUD & ORB
WALL TYPE: DEMOUNTABLE PARTITION
WALL TYPE: LOW HEIGHT OM PARTITION
WALL TYPE SYSTEMS FURNITURE
- �- WALL TYPE: PARTITION (71-0' HIGH O'BRIEN)
WALL TYPE: REMOVAL
•• •• WALL TYPE: GLASS
NOTE: MATERIALS LEGEND PROVIDED FOR GENERAL
REFERENCE. SYMBOLS ARE NOT ALWAYS USED
WHERE INDICATED ABOVE. SEE CONSTRUCTION
NOTES FOR APPLICABLE MATERIALS AND
SPECIFIC METHODS.
•
AB
AGOG
AL
ALT
INCH
APA
APP)
APPROX
BLDG
em
CB
CCEM
Cr
CJ
CL
COMP
CONC
CONN
OONST
COAT
CONTR
CCTTSK
CY
•
OBL
DEMOL
DEP
DIA
DIAL
DI
DL
ON
DS
DWG
§o 2 pqa 9g2Brogaym
AT
ANCHOR BOLT
ADJACENT
MOVE
IISHED FLOOR
AGGREGA
ALUMNUM
ALTERNATE
ANCHOR ANCHORAGE
AMERICAN PLYWOOD ASSOCIATION
APPROXIMATE
SOCIETY
OF TESTING MATERIALS
BETWEEN
BUILDING
BLOCKNG
BOTTOM
CHANNEL
CATCH BASIN
CENTER
CEMENT TO CENTER
CUBIC FEET
CONTROL JOINT
CENTER UK
CC(NI)
CONCRETE COMPRESS(ED) (ION)
CONNECTION
CONSTRUCTION
CONTINUOUS, CONN CONTINUE
IECRT((l R))
COU
CUBIC YARD(S)
DIAMETER
DOUBLE
DEMOLISH, DEMOUTION
DEPRESSED
DIAMETER
DIAGONAL
DIMENSION
DEAD LOAD
DOWN
DOWNSPOUT
DRAWING
EEAS (COORDINATE)
EXPANSION BOLT
EACH EXPANSION JOINT
ELEVATION
EQUAL
ELEVATION
EACH WAY
EXISTING
EXPOSED
EXTERIOR
FASTENER
FACTORY SH
FINNSHISHED FLOM
OUNOATION
FACE OF CONCRETE
FACE OF ANISE
FURNISHED BY OWNER/
INSTALLED BY CONTRACTOR
FINISHED OPENING
FOOT
FOOTING
FUTURE
GAGE
GALVANIZED
GGEL M CONTRACTOR
GALVNE
GRADE
GROUT
HARDENER
HIGH H RDWODE
HOLLOW METAL
HORIZONTAL
IAGH STRENGTH
HEIGHT
ID RESIDE DIAMETER
ID INSIDE DIMENSION
IF INSIDE FACE
IN INCH
INCL INCLUDED(0) (N)
JT JOINT
K KIPS)
KO MOOE OUT
Ailfil5E5 iFS5sr
NF
NIC
N0.
NOM
NTS
OA
OC
oo
OF
CPP
P
PAR
PCC
PCF
PERE
PPEERM
PNL
PREST
PRF
PSF
PSI
PT
PVC
LENGTH
LAO BOLT
LENGTH
LNEAL FEET
L WER �
MATERIAL
MAXIMUM
MEMBER BOLT
METAL
ACTURE(R)
MIMMUM
MIScati ECUs
MOUNTED) (No)
METAL
NORTH FACE (COORDINATE)
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OVERALL
ON CENTER S
OUTSIDE
OUTSIDE
PE NNG FACE
OPPOSITE
PAINT
PARALLEL
PRECAST
OUNDS PER CUBIC FOOT
PERIMETER (D)
PLATE
PANEL
�
ED)
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE 111011
POINT
POLYVINYL CHLORIDE
PIPE
MD PLYWOOD
R RADIUS (CURVATURE)
R REF RISER REFER TO
REINF REINFORCED (LNG)
REO REQUIRED jINC)
REV REVISIONS , REIASED
RH RIGHT HAN
RO ROUGH OPENING
§ ga g 8gd mmu_ l Ns
UL
UON
UPR
SQUARE
SOUTH (COORDINATE)
SECTION
SQUARE FEET
SHEET
SIAM
SQUARE
STRUCTURAL TEE
STANDARD
STEEL
STRUCTURAL
SYMMETRY,SY'MMETRICAL
SYSTEM
TOP AND BOTTOM
TONGUE AND GROOVE
TOP OF CURB
TEMP Y
THICK NESS
TOP OF CONCRETE
TOLERANCE
TOP OF STEEL
STRUCTURAL TUBE
TYPICAL
UNIFORM BINDING
COOS
UNDERWWTERS' LABEL
UNLESS OTHERWISE
NOTED
UPPER
VB VAPOR BARRIER
VERT VERTICAL
W WEST (COORDINATE)
W WIDE FLANGE VATH
W/ WIDTH, WIDE WHOUT
W/ WWF WELDED WIRE FABRIC
1. OBTAIN MECHANICAL AND ELECTRICAL CONSTRUCTION PERMITS FROM
CITY OF RENTON PRIOR TO COMMENCING CONSTRUCTION.
2. NOTIFY CONSTRUCTION MANAGER SHOULD FASTING CONDITIONS
REQUIRE DESIGN REVISIONS.
3. REPAIR PARTITION AND CEIUNG SYSTEMS DUE TO REMOVAL OF
MECHANICAL AND ELECTRICAL WORK SO THAT PARTITION OR COUNG
SYSTEM IS RETURNED TO FULL CAPACITY OF SYSTEM AND TO
SEAMLESS CONDITION, SEE MECHANICAL AND ELECTRICAL DRAWINGS
FOR LOCATIONS. FOR REPAIR OF DEMOUNTABLE PAR 1TIONS, REPLACE
ENTIRE PANEL OR PATCH IF HOLES ARE 1 /4" IN DIAMETER OR LESS.
4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF
DEBRIS CAUSED BY DEMOLITION MD SHAU. STORE CONSTRUCTION
MATERIALS AND EQUIPMENT IN MEAS DESIGNATED BY THE
CONSTRUCTION MANAGER.
5. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON
THE DRAVANGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF
HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON
DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT 10 THE
ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON
DISCOVERY.
8. WORK SHALL CONFORM WITH APPUCABLE CODES AND REGULATIONS.
7. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR
CONSTRUCTION AREA AND SECURITY REGULATIONS.
8. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DWGS
SHAU. BE COMPLETELY PROVIDED AS IF DRAWN IN FULL
9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY
AND /OR CONCRETE WALLS, METAL STUDS, AND TO THE CENTER -
UNE OF COLUMNS, UNLESS OTHERWISE NOTED.
10. DOOR OPENINGS ME 8' FROM ADJACENT WALLS OR CENTERED IN
ROOM, UNLESS DIMENSIONED OTHERWISE.
11. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE
ABOVE, UNLESS SHOWN OR NOTED OTHERWISE.
12. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL,
PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE
ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACK-
GROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER
THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO
THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK.
13. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL
BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL,
MECHANICAL AND ELECTRICAL WORK SO THAT WORK SHOWN ON ANY
OF THE DISOPUNE SPEOFIC SHEETS WILL BE COMPLETE AND
OPERATIONAL EVEN IF THE CORRESPONDING WORK IS NOT SHOWN ON
THE OTHER DISOPUNE SPEOFIC SHEETS. FOR EXAMPLE, ELECTRICAL
WORK REQUIRED TO OPERATE CERTAIN MECHANICAL EQUIPMENT, MAY
NOT SPECIFICALLY BE SHOWN ON THE ELECTRICAL SHEETS BUT WOULD
STILL BE REQUIRED TO MAKE THE MECHAINCAL WORK COMPLETE AND
OPERATIONAL.
14. CONSTRUCTION MANAGER TO INDICATE STAGING AREAS WHERE
CONTRACTOR MAY STORE SALVAGED MATERIALS TO BE REUSED IN
LATER PARTS OF THIS PROJECT AND WHERE MATERIALS TO BE
STAGED BY BOEING ARE TO BE LOCATED.
15. SYMBOLS SHOWN ON MATERIALS UST ARE NOT ALWAYS USED IN
DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION NOTES
FOR MATERIAL CALLOUTS.
18. ARCHITECTURAL REFLECTED CEIUNG PLANS INDICATE THE FINAL
LOCATIONS OF MECHANICAL MID ELECTRICAL COMPONENTS. SEE THE
REFLECTED CEIUNG PLANS FOR LOCATIONS OF ALL ITEMS 114 CEIUNG;
SEE DISOPUNE SHEETS FOR ALL INFORMATION ABOUT THE MECHANICAL
AND ELECTRICAL COMPONENTS INDICATED ON ARCHITECTURAL REFLECTED
CEILING PLANS.
17. THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CLOUO(S)
MARKED WITH THE REVISION (REV) LETTER WHICH MATCHES THE ONE
INDICATED IN THE LOWER RICHE CORNER OF THE SHEET. IF
THERE IS NO CLOUD ON THE SHEET, THE ENTIRE SHEET IS IN
THE SCOPE OF WORK, UNLESS IT'S A DETAIL SHEET. A DETAIL
REFERENCED WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK
EVEN WHEN THE ACTUAL DETAIL DRAWING IS NOT CLOUDED ON THE
DETAIL SHEET. LEGENDS & GENERAL NOTES ALWAYS APPLY WHETHER
CLOUDED OR NOT. CONSTRUCTION NOTES PERTAINING TO THIS
JOB WILL BE CLOUDED & MARKED MATH THE MATCHING REV LETTER.
18. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR WORK OF THOSE
TRADES WHICH DAMAGE EXISTING BUILDING COMPONENTS & FINISHES
AND REPAIR ACCORDINGLY TO SEAMLESS CONDITION.
amri►
JUN 9 1994
oure rem
OW *110I N :: WINO .NIL
A TRANSLATE FROM MANUAL TO AUTOCAD J L 6S 9.03A4
B _ MOO DATA ENTRY%REL TIMEKEEP (/400108) Jw LW ' Ir SS 09.03.94
11[vlf10N
O AUBURN, WA . 98002
O BELLEVUE , WA . 98007
O EVERETT, WA. 91
FACwnES DEPARTMENT 0 KENT, WA . 9 1
O PORTLAND, OR . 97220
QRENTON WA . 98055
SEATTLE, WA. 98124
REGISTERED
ARCHITECT
a WASHINGTON
0
ACCEPTABILITY
SPECIFICATION l ! lArD
1ED1NI! 0
- 011111040.r O[IT.
DATE
ARK
KEY SHEET
MSC
■NMNSIMS
Mwllw.l
B
str.a
06.03
.94
re
ORME
INNS
06.03.114
BUILDING 7 -153
MOMECIURAL WPM COL
Al
as t +eon
eee- 4aeou_
7- 153—Al
qtj
n
n
CQ I 7
FIRST FLOOR PLAN
SCALE: 1/1f - 1' -NT
4
O
LEGEND:
1. SEE SHEET M FOR LEGEND SYMBOLS.
GENERAL NOTES:
1. SEE SHEET M FOR GENERAL NOTES.
CONSTRUCTION NOTES;
PROVIDE PARTITION OF 4 "x 22 CA MIL STUDS AT 1S'
O.C. WITH S /8" TYPE X GWB EACH SIDE. TAPE AND
FINISH TO MATCH ADJACENT. PARTITION TO EXTEND
FROM FLOOR TO SUSPENDED CEILING. PROVIDE DIAL
BRACING AT TOP OF PARTITION TO STRUCTURE ABOVE
AT FREE END OF WALL AND AT THE STRIKE SIDE OF
THE DOOR.
PROVIDE 3'- 0'x8 -0' DOOR WITH AN S'x 32" LITE
PLACED 4d' AFT AND B' FROM STRIKE SIDE DOOR
EDGE & A 1'- 0'x8' -0' DOOR FOR AN OVERALL
OPENING TO MATCH SIMILAR ADJACENT OPENINGS.
PROVIDE WELDED HOLLOW METAL FRAME, AND THE
FOLLOWING HARDWARE:
ITEM MFR NUMBER & FINISH
• 3 PAIR HINGES HAGER 1279 4 -1 /2x4 -1 /2 26
• 1 PAIR HINGES BOMMER 4 -1/2x4-1/2
(WITH
CLOSER B00?) 26
• 1 CLOSER
• 2 DOOR STOPS
4.1 PAR AUTO
FLUSH BOLTS
• 1 DUST PROOF
STRIKE
• 1 COORDINATOR
YALE
BIM
GLYNN
JOHNSON
GLYNN
JOHNSON
GLYNN
JOHNSON
3303 -STAT 260
F8061X 260
FB8 26
DP2 26
COR SERIES
OBTAIN FROM OWNER AND INSTALL THE FOLLOWING:
1 LOCKSET UNICAN L1000 -214 26
ADJUST DOOR TO SMOOTH OPERATING CONDfON.
SET LOCK TO OCCUPANT REQUESTED COMBINATION a
INSTRUCT OCCUPANT ON LOCK OPERATION. PROVIDE
MANUFACTURES INSTALLATION AND OPERATING
INSTRUCTIONS. VERIFY EXISTING CONDITIONS AT ADJ
DBL DOORS & MATCH EACH DOOR AND HOW ITEM.
3. COORDINATE WORK WITH CONSTRUCTION MANAGER &
SYSTEMS FURNITURE INSTALLER.
SM-1‘ 1994
vu p
c"Y ORNRA
JUN 9 1994
Pow a
111
B
Od.03
.94
A
8
mmwm
TRANSLATE FROM MANUAL TO AUTOCAD
Moo DATA ENTRY,1REL TIMEKEEP (jH00106)
NR/1111011
er
flab
OAR
FACILrt1E8 ARTINENT
O AUBURN, WA . 98002
❑ BELLEVUE , WA . 98007
❑ EVERETT , WA . 98201
O KENT , WA . 98031
0 PORTLAND , OR . 97220
RENTON WA . 98055
• SEATTLE, WA. 98124
REGISTERED
HITECT
ALLAN
01 WAIMINCTOM
ACCEPTABILITY
MIS DESIGN law
IPECIFICATIGI I
A}/IIIVED r OIDIT. DATE
SALE
SAD
FLOOR PLAN
INN A11M1
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BUILDING 7 -183
06.03.94 ARCHINCRIRAL WAITER COL A -K/1 -3
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FIRST FLOOR PLAN
SCALE: 1/1f - 1' -NT
4
O
LEGEND:
1. SEE SHEET M FOR LEGEND SYMBOLS.
GENERAL NOTES:
1. SEE SHEET M FOR GENERAL NOTES.
CONSTRUCTION NOTES;
PROVIDE PARTITION OF 4 "x 22 CA MIL STUDS AT 1S'
O.C. WITH S /8" TYPE X GWB EACH SIDE. TAPE AND
FINISH TO MATCH ADJACENT. PARTITION TO EXTEND
FROM FLOOR TO SUSPENDED CEILING. PROVIDE DIAL
BRACING AT TOP OF PARTITION TO STRUCTURE ABOVE
AT FREE END OF WALL AND AT THE STRIKE SIDE OF
THE DOOR.
PROVIDE 3'- 0'x8 -0' DOOR WITH AN S'x 32" LITE
PLACED 4d' AFT AND B' FROM STRIKE SIDE DOOR
EDGE & A 1'- 0'x8' -0' DOOR FOR AN OVERALL
OPENING TO MATCH SIMILAR ADJACENT OPENINGS.
PROVIDE WELDED HOLLOW METAL FRAME, AND THE
FOLLOWING HARDWARE:
ITEM MFR NUMBER & FINISH
• 3 PAIR HINGES HAGER 1279 4 -1 /2x4 -1 /2 26
• 1 PAIR HINGES BOMMER 4 -1/2x4-1/2
(WITH
CLOSER B00?) 26
• 1 CLOSER
• 2 DOOR STOPS
4.1 PAR AUTO
FLUSH BOLTS
• 1 DUST PROOF
STRIKE
• 1 COORDINATOR
YALE
BIM
GLYNN
JOHNSON
GLYNN
JOHNSON
GLYNN
JOHNSON
3303 -STAT 260
F8061X 260
FB8 26
DP2 26
COR SERIES
OBTAIN FROM OWNER AND INSTALL THE FOLLOWING:
1 LOCKSET UNICAN L1000 -214 26
ADJUST DOOR TO SMOOTH OPERATING CONDfON.
SET LOCK TO OCCUPANT REQUESTED COMBINATION a
INSTRUCT OCCUPANT ON LOCK OPERATION. PROVIDE
MANUFACTURES INSTALLATION AND OPERATING
INSTRUCTIONS. VERIFY EXISTING CONDITIONS AT ADJ
DBL DOORS & MATCH EACH DOOR AND HOW ITEM.
3. COORDINATE WORK WITH CONSTRUCTION MANAGER &
SYSTEMS FURNITURE INSTALLER.
SM-1‘ 1994
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JUN 9 1994
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0 PORTLAND , OR . 97220
RENTON WA . 98055
• SEATTLE, WA. 98124
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LEGEND:
1. SEE SHEET Al FOR LEGEND SYMBOLS.
GENERAL NOTES:,
1. SEE SHEET Al FOR GENERAL NOTES.
® CHAIN UNK FENCING AS FOLLOWS:
A. CHAIN UNK FENCE FABRIC:
1. ASTM A392
2. ZINC- COATED BEFORE WEAVING
3. 24 MESH
4. 9 -GAGE WIRE
5. ZINC - COATING (CLASS 1, 1.2 OZ/SQ FT.)
B. POSTS, MI.S, BRACES AND ACCESSORIES:
1. ASTM F 659
2. STEEL SHAPES
3. ZINC - COATING (1.8 OZ /SQ FT.)
C. GATES:
1. ASTM F 900
2. ZINC - COATED STEEL GATE FRAMES
0. FENCE FITTINGS:
1. ASTM F 626
U
CONCRETE WAU( WAY WITH EXPOSED AGGREGATE
FINISH.
FACE OF CURB AUCNS WITH JOINT IN CONCRETE
WALK.
5. CONCRETE IS NORMAL WEIGHT W/ rc-2000 PSI
0 28 DAYS, MIN 5 -SACK MIX.
6. EXPANSION JOINT FILLER IS 1/2" PRE - MOLDED
JOINT MATERIAL PER ASTM D1751.
7. BASE MATERIAL CONFORMS WITH WSDOT SPEC
NO. 9 -03.14 COMPACTED TO MIN 95% OF MAXIMUM
DENSITY PER ASTM D1557.
CONSTRUCTION NOTES:
REMOVE SECTION OF CURB SHOWN DOTTED BETWEEN
EXISTING BREAKS IN CURB.
REMOVE S00 AND SOIL TO DEPTH TO ALLOW NEW
CONCRETE WALK AND RAMP CONSTRUCTION.
CUT IRRIGATION SYSTEM PIPING, RELOCATE HEAD TO
ASURE SPRIKLER COVERAGE AND REROUTE PIPE TO
COMPUTE SYSTEM. CLEAN UNE AND TEST FOR
COVERAGE, ADJUST HEAD AS REQUIRED.
PROVIDE C WIDE x 12' DEEP CONCRETE CURB.
MATCH FINISH OF ADJACENT CURBS. COMPACT
NATIVE SOIL PRIOR TO PLACEMENT OF CURB.
E. PROVIDE 4" THICK CONCRETE WALK OVER 4" OF
COMPACTED GRANULAR FILL. FINISH SURFACE TO
MATCH EXISTING EXPOSED AGGREGATE. NOTE SIZE
OF EXISTING AGGREGATE DURING WALXTHRU.
® PROVIDE 4" THICK CONCRETE RAMP OVER 4" OF
COMPACTED GRANULAR FILL. FINISH SAME AS
NOTED IN CONSTRUCTION NOTE 5.
7. RESTRIPE ACCESSIBLE STALLS & WAU( AREAS TO
MATCH AS SHOWN.
8. SEE GENERAL NOTES 5 -7 ABOVE FOR MATERIALS.'
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O KENT. WA. 98031
O PORTLAND, OR . 97220
Q RENTON WA . 98055
SEATTLE 1 WA . 98124
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