HomeMy WebLinkAboutPermit D97-0397 - BOEING #21-03 - OFFICE'Subject: • Cancellation of Permit No: -D97- 0397
Information, Space & Defense Sys
P.O. Box 3999
Seattle, WA 98124- 2499
Arozifee
May 15, 1998
Kelcie J. Peterson
City of Tukwila
6300 Southcenter Blvd.
Tukwila, WA. 98188;
Dear Ms. Peterson:
Boeing Information, Space & Defense Systems has determined that Permit Number
D97 -0397 will not be required at this time We apologize for any inconvenience this
may have caused your department. Any refund on this permit is being declined at this
time.
If you have any questions, please contact me at the phone number below.
Sincerely,
Gary Taller
Permit Administration
Boeing Information, Space & Defense Systems
PO Box 3707 M/S 46 -87
Seattle, WA. 98124 -2207
(206) 544 -2975
City of Tukwila C
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 102304 -9069
Address: 3417 S 120 PL
Suite No:
Location:
Category: AOFF
Type: DEVPERM
Zoning: MIC /L
DEVELOPMENT PERMIT
Const Type: V -N Occupancy: OFFICE
Gas /Elec.: UBC: 1994
Units: 001 Fire Protection: SPRINKLERED /AFA
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: 125 Sewer: ..,VAL.V
Wetlands: Slopes: Y ..
Contractor License No: .:SCH000 *121NC
OCCUPANT BOEING #21 -03
3417 Sr :120 PL, TUKWILA WA 98168
OWNER THE BOEING COMPANY
PO BOX 3707 M/S 1F -09, SEATTLE WA
CONTACT GARY TALLER Phone': 206 544 -2975
PO BOX 3707 MIS 46 -87, SEATTLE WA 98124
CONTRACTOR SCHUCHART CORPORATION Phone: . 206,682 -3030
1904 THIRD: AVENUE SUITE' 1030, SEATTLE, WA 98101
Permit Description:
CONVERT EXISTING STORAGE SPACE INTO AN
OFFICE; AREA
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 17,000.00
PUBLIC WORKS PERMITS: *(Water Meter' Permits. Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS:, N
Fire Loop Hydrant: N No: Size( .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving,Oversized Load: N Start Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private:. N Public: N
**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 416.59
*********** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** * ** **
Permit Center Authorized Signature:__
Signature:
Permit No:
Status:
Issued:
Expires:
Print Name:
Streams:
End Time:
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit.
Date: __
(206) 431-3670
D97 -0397
ISSUED
01/22/1998
07/21/1998
Date: I
448
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.
S ui te
e nant Status ISSUED
T,y "pe DEVPE.RM ; l pi'1 i d 1 /22/19 7 •
102304. -9l�Gg Issue
kigkk;k` *kkk . * ir4,4•kk fi -A kk •,c•kk .k ro 4 *k.A kk` t•,1 /4 •k-k,*4,`•k'kkA •k4.14 * kk k kkk4.. kk* • •
a`rmi t .:;Conti :i t,i any
I No changes :will; be .made . ta the plans tin less• approved, by the •
Architect ,or Engineer and the Tukwi }a, Rui •iding Di
E :l:e - ctr permits' shat ; be the ! ashing
State ; Divi;s: .'i onof ( bor oriii Indu nd lvl eiec.ir ; ,:'
o rf; :b in • .by that'j a genc y ; (248-663O '?
11 • me'chari i.ca l 'wcirk ,ha":l l b'e under 'Fsepar:abe .;per m•i
e City off.Tukw^i z y s Y
1 permit °, 'riri "spe..c Io'n!• records , and appr oved- .,pl'an, shall ..b
vai lia s i te3}p`r nor to the ' `tar,t ';tit ^ariy cote'
s,truc,t;ioii.' Th s e d'+icu.nien are to: b i a:,ined' nd'. a v'as'"
ble until ;t ina`l to pect appr oval : is granted ;
Any new. gr id an'd l f'ix.ture ins:talTation'
requ ired to =latera:1 racing requir ements . fos, Seism
Zon 3 y,t:r ;:{ +;
P,artiC�ion .wa l a tta ched to ceil id must be l ate
br *at0.1 if= V r e.rght (3) fe' ,t t in, length
Anyt ..p
, osed insulations b acking mate 's h 11 have .a. Flame;
S p,e+ ad Rating or.:'lessr and r12`ateri ha , 11 .bearu:.identi-
i a io 4 h'owi n'g the fire pertor�.inance rr�a t..i ng thereof
Al , l Y onstr } �ict l on; t "` be done . th conforma.nc:e 'w.i th `approved .
:pla • any i lrequir e'nlent g t h'e Ur i`furm B uiidi ng rode (7 3'4
Ecitltli in) amended: F Uniif`oxiiii Mechart` #4a1 Code (1994 E.ii,tlion),
grid k h r g i `Eri'ei^gtr • C (x1994
Val �dt`'ty :'.o:.1PePmit. The issuance "` p or approva}
p1 �pec:1ficati .and com,putat ton , f' ;hal = l- not -bea c.ora'il'x
struek to 'he .'a permit for, or an '.approval of,. any } 4viul,attur
of anv?' the provisions. of the building .code or,;.of any
other: 'or� inange of�`�" jurisdic:tion per,.m:i`t "pr e`suming iw
g ° ive author i ty';to• violate or cancel the ^p'r ov.i_ ions of this' -
code s h d`l =l b e . v`ai ,,t,'d
10.. VENTILATIO 15 PEOUiIRED FOR :ALL NEW„ NEW ROOMS AND SPACES OF NEW
OR EXI'STI k,13 • IN CONFORMANCE : :WITH . THE UNIFORM';;`
BUILDING DOGE AND :THE WASHINGTON ,STATE:: VENTILATION AND
I NDOOR AIR OUALITY•,,CODE, CHAPTER;
Project Name/Tenant:
BOEING BLDG. e 0-3 — 63
Value of Construction:
17
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel P.- Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes no
If yes,, extent of change: (Attach additional sheet if necessary)
_
Site Address: 3 �/7 ,5 /-20 2b- �� , City State /Zip:
Tax Parcel Number
1DA_3 —4961
I Area of Construction: (sq. ft.) '-7 13Q0 Sa 4
Property Owner: THE BOEING COMPANY
Phone:
•
Street Address: BOX 3707 M/S 46 -87 SEATTLE"? We/ §
#:
Contact Person:
GARY TALLER /�544
P e; —
-2975/
Street Address: City St to /Zip:
P.O. BOX 3707 MIS 46 -87 SEATTLE, WA 9812
Fax #:
06 -544 -2854
Contractor:
aoc l vlCf
Phone:
Street Address: City State /Zip:
Fax #:
Architect:
Phone:
Street Address: City State /Zip:
Fax #:
Engineer: S 12.0 5S
Phon 6.2
Street Address: J Li I( Li 7 see, City Stgte /Zip
Fax #t 0 /) 6,2 , _
g
Description ppf work to be done: /�n
e249"dr + e.tct.S+i j 5\ -orate. Sp <CP cL-. o4A ei,
Existing use: ❑ Retail N ❑ Restaurant ❑ Multi - family ❑ Warehouse Hospital
❑ Church ❑ Manufacturing ❑ MotelHotel $- Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel P.- Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes no
If yes,, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? yes a no
�
Existing fire protection features: IC7 sprinklers automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: a. v 9.—) existing
I Area of Construction: (sq. ft.) '-7 13Q0 Sa 4
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no
Attach list•of materials and storage location on separate 8 1/2 X 11 paper Indicating quantities & Material Safety Data Sheets
CITY' OF TUKWILA
Permit Cente,'
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 - 3670 JOB $ 7 / _ OO'
FOR TAFF USE ONLY
adt}NUO rA
•,.'.I' tttt��''14�
perinit phinib p
•
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUB :IC.:NORKS; SITE /C THE+FOLLOWIN(3:? :s
' ' (Additional revlews may be "determined:Ry'ttie'Publlc -Works Department) �t
❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s)•
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted:
Date applica Ion expire
CTPERM!T.DOC 7/9/96
Appl a o tenpy: (initials)
BUILDING OWNER OR AUTHORIZ A ' I 'T:
S i g n a t u r e : � � y ` ' )
Phone: ?06 -544
Date: / /
-2975
City /State /Zip
/j f 7
f Fax It: ?06- 544 -2854
SEATTLE, WA 98124
Print name: GARY T LER
Address p.0. ROX 3707 M/S 46 -87
ALL COMMERCIAL /MULTI -FANS. TENANT IMPROVEMENT /ALT' TION PERMIT APPLICATIONS
MUST BE SUBMITTED WITH THE FOLLOWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ El Metro: Non - Residential Sewer Use Certification if there Is a change In the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Five (5) sets of working drawings, which Include :
El El Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas •
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
El El Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296.4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPL:RMIT.DOC 7/9/96
k.R.Or•k.k **A ***Ak'kA AA * l *** **A.A. C**** *A' t *A**kk l k•k l * * * *-k \ :�:1 ** 1 *4,
CITY. OF TUKWILA, WA •* j 1RNS i1T
jc ' 7 '-cJ . * •k• k * # si k •l :4 * A Jl :4 •k :k '1 * :k # A :4 A. 4' A 4 k * k .t # +4 k* •1k
TRANSMIT Number: R9700695 Amount: ; ': 416.59 12/22/9 . 14:30
Payment Method: Notation: GAR`r TALLER In i1; I(JP •
Pei'init 'No> ' D97•-0397 Tyne: DEVPERM DEVEI.UPME UI:PERMIT
P.arce.'I Na: 102304-9069
Si te':Address: 3417 . S 120: PL.
This Payment': 436.0
Total Fees: 41tyr 59
Total ALL: Pmts: '41659
13al ancn:
AA4t"i44A **AA* *A** *•o1 *d * * **** *e► *• tit*•** AA4 A * *4*, * *A * *A * * *A *A *A *** *
Account Code
000/32.100
000/345 830
000 /306 ".904
Description
.BUILDING -. WARE'S
PLAN CHECIC - N0NItES
'STA'i.E BUILDING; SUP.C,HARGE
Amount
249.75
:162.34
4.50
;•5 fs1; - ; 12/22 9717 TOTAL.
Project:
Type of i s ect' n: .
• Address: • •
• 3 S• • 6 PL r •
Date called: •
- ,?.9 -
,Special instructions: - , .
Date wanted:
- r- ;') .
(m)
p.m. •
Requester:
.) 9../10 -t •
Phone No.:
,: ' - 7. 2 n-Lir
7
•
Approved per applicable codes.
, INSPECTION RECORD
Retain a copy with perm„
INSPECTION NO. .. .
CITY OF'TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Date:
7 -0317
PERMIT NO.
(206) 431 -3670
COM " ENTS:
Corrections required prior to approval.
Inspector v-
$42.00 REINSPECTI • • FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
•
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION e
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
Project:.- Type of inspection: ..
Address: Date called: 7
Special;in ructions Date wanted: a.m
• 1.00 K. 4c ( o I rh,' J J cn j "o�T
• �CJ_ p.m.
J± Requester: j
/ /^C Phone No.: , 7 30 �
Jv C.�7
COMMEN
Date:
Corrections required prior to approval.
[] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
. '.
CORRECTION DETERMINATION:
APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑
REVIEWERS INITIAL DATE
C:ROUTE -F
DUE DATE
(Certification of occupancy required. )
;
C
7
Ls
ACTIVITY NUMBER D97 -0397
PROJECT NAME BOEING BUILDING #21 -03
DEPARTMENT:
BUILDING DIVISION
PUBLIC WORKS
PLAN REVIEW / ROUTING SLIP
1
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12 -23 -97
COMPLETE fl NOT COMPLETE ❑ NOT APPLICABLE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF n (If.routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
APPROVALS OR CORRECTIONS: (ten days)
APPROVED ❑
C:ROUTE -F
APPROVED WI CONDITION
CORRECTION DETERMINATION:
FIRE PREVENTION PLANNING DIVISION ❑
STRUCTURAL ❑ PERMIT COORDINATOR ❑
DATE
, DUE DATE 1 -6 -98
NOT APPROVED (attach comments) ❑
DATE ) �. ak ri
REVIEWERS INITIAL DATE
DATE 12 -22 -97
DUE DATE
APPROVED ❑ APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) ❑
(Certification of occupancy required.
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0397
PROJECT NAME BOEING BUILDING #21 -03
DEPARTMENT:
BUILDING DIVISION El
PUBLIC WORKS
FIRE PREVENTION ❑ PLANNING DIVISION
STRUCTURAL ❑ PERMIT COORDINATOR ❑
4
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12 -23 -97
COMPLETE,. NOT COMPLETE ❑ NOT APPLICABLE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED FA
ROUTED BY STAFF ❑ (If.routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL /ll DATE f 2- 12 h
APPROVALS OR CORRECTIONS: (ten days)
APPROVED.. APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑❑
REVIEWERS INITIAL / \I DATE 12 / L ,
CORRECTION DETERMINATION:
APPROVED I I APPROVED W/ CONDITIONS
C:ROUTE -F
REVIEWERS INITIAL DATE
DATE 12 -22 -97
,. DUE DATE 1 -6 -98 •
DUE DATE
NOT APPROVED (attach comments) ❑
(Certification of occupancy required. )
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER
PROJECT NAME BOEING BUILDING #21 -03
DEPARTMENT:
BUILDING DIVISION i__.1 FIRE PREVENTION ❑ PLANNING DIVISION ❑
PUBLIC WORKS II STRUCTURAL ❑ PERMIT COORDINATOR ❑
I
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12 -23 -97
COMPLETE ❑ NOT COMPLETE ❑ NOT APPLICABLE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED
ROUTED BY STAFF (1 (If.routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
REVIEWERS INITIAL
D97 -0397
APPROVALS OR CORRECTIONS: (ten days)
APPROVED n APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑
CORRECTION DETERMINATION:
APPROVED 1 APPROVED W/ CONDITIONS
C:ROUTE -F
DATE 12 1
DATE
REVIEWERS INITIAL DATE
DATE 12 -22 -97
. DUE DATE 1 -6 -98 •
DUE DATE
NOT APPROVED (attach comments) ❑
(Certificadoa of occupancy required. )
DATE:
CONTACT PERSON: GARY TALLER
REVISION SUMMARY: to. S. 5. C. Coder„./41
SHEET NUMBER(S) O
"Cloud" or highlight all are L of revisions and date revisions.
SUBMITTED TO:
CITY OF TUKWILA
Department of Community Development
Building Division-Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-3670
PLAN CHECK/PERMIT NUMBER: b 9 7 - 0317
PROJECT ADDRESS: 3'1/7 S th- P/, 0/-03, A)
PHONE: 206-544-2975
REVISION SUBMITTAL
PROJECT NAME: BOEING DEFENSE & SPACE GROUP
RECEIVED
CITY OF TUKWILA
JAN 20 1998
PERMIT CENTER
3/19/96
The RICE Group, Consulting Engine)h&
, 19015 36th Avenue W., Suite E, Lynnwood WA. 98036
■.._.,-
COMPUTATION SHEET
Job Name: Boeing Bldg. 21-03 Office Remodel
'Date: 17-Nov-97
Subject: U-Value Calculations
'Job No. 97116
1. Design Data Station:
a) Winter:
Outdoor DB °F :
b) Summer:
Outdoor DB °F :
Indoor DB °F :
0 Outdoor Temp. Range:
R-Total
Overall U-value for this roof:
DESCRIPTION:
From ASHRAE 90.1 8.4.5.1 (c)
CFM per Square Foot of Door Area:
Seattle, Washington
26
82
75
20
1) Outside Air Film (15 mph wind)
2) 3" rigid Insul.
2) Plywood Deck
5) Inside Air Film (still air)
0.0601
No Exterior Doors
11/21/97
of
Indoor DB °F:
Outdoor WB "F:
% RH :
T.D., DB., °F:
0
Btu/Hr F Sq Ft
70
66
1
44
.....
, •
" •• • .• Wall Type 1 - No Exterior Walls • R-Value • • • • • •
• • . At Frame Btwn Frame
DESCRIPTION: N/A 0% • 100% •
' • •
R-Value
si(15-ri 1 4( 7 At Frame Btwn Frame
DESCRIPTION: Wood Deck with Rigid Insulation 0% 100%
0.17
15.00
0.77
0.61
16.55
• • •
RECEIVED
CITY OF TUKWILA
JAN 20 1993
PERMIT CENTER
9:12 AM
Project Name
Project No.
Design Conditions
Boeing Bldg. 21 -03 Rm. Name East Office Area Room No. N/A
97116
Summer Winter
DB WB W(Gr/lb) Range DB
Outside 82 66 73.3 20 26
Inside 75 65 76.2 70
Hour of the Day 14 Month 10 Latitude 47
Glass Radiation
N. Glass
NE. Glass
E. Glass
SE. Glass
S. Glass
SW. Glass
W. Glass
NW. Glass
Horizontal Glass
Glass Radiation Subtotal
Glass Conduction Subtotal
ASHRAE Wall Type =
Wall/Roof Component
N. Wall
NE Wall
E. Wall
SE Wail
S. Wall
SW Wall
W. Wall
NW Wall
Roof
Wall & Roof Load Subtotal
Area x SC x SHGF x CLF U -g = Cooling Load
O 0.51 21 0.75 0.67 0
O 0.51 35 0.30 0.67 0
0 • 0.51 161 0.32 0.67 0
O 0.51 233 0.40 0.67 0
O 0.51 242 0.58 0.67 0
O 0.51 233 0.44 0.67 0
O 0.51 161 0.29 0.67 0
O 0.51 36 0.21 0.67 0
O 0,00 136 0.67 0.00 0
0
5 ASHRAE Roof Type = 10
Area U -o CLTD LM CLTDcorr = Cooling Load
O 0.095 13 -5 -2 0
O 0.095 26 -10 6 0
O 0.095 37 -8 19 0
O 0.095 37 1 28 0
O 0.095 24 11 25 0
O 0.095 18 1 9 0
O 0.095 14 -19 -15 0
O 0.095 13 -10 -7 0
2,750 0.032 29 -18 1 88
88
Gross Floor Area = 2.750
People (SF /Person) = 78 35 People x 230 Btuh = 8,109
Lights 1.20 Watts /SF x 2,750 SF x 3.413 = 11,263
Equipment 2.00 Watts /SF x 2,750 SF x 3.413 = 18,772
Infiltration 1.085 x 0 CFM x ( 82 -75 1 = 0
Internal Gains Subtotal 38,143
Latent People 35 People x 190 Btuh /Person = 6,699
Latent Infiltration 0.68 x 0 CFM x ( 73.3 -76.2 ) = 0
Misc. Latent
Total Space Sensible Load (with 0 % light heat to plenum) = 38,231
Total Space Latent Load
Mixed Air Temp 76.7 Deg. F Sensible Heat Ratio = 1.00
Min. Supply Air Temp. 63.2 Supply Air CFM = 2,986
Min. CFM Outside Air 20 Cfm /Person - or - 100 % O.A. = 705
Outside Air Load 3,952
Total Cooling Coil Load = 42,183
Zone Heating Load Glass = 0
Min % VAV for Heating 100 Wall = 0
Mxd.Air Temp w/o Pr.Ht 69.6 Roof = 3,872
Floor 0.87 Btu /Ft x 460 Ft = 17,609
Infiltration = 0
= 22,032
Total Space Coil Load (w /o Reheat) = 21,481
= 11,631
The RICE Group Inc.
Consulting Engineers
Reheat
Preheat Coil Load (Block Load Only)
12/1 8/97
titUIIVED
CITY OF TUKWILA
PERMIT CENTER
10:28 AM
Project Name
Project No.
Design Conditions
Outside
Inside
Hour of the Day
Glass Radiation
N. Glass
NE. Glass
E. Glass
SE. Glass
S. Glass
SW. Glass
W. Glass
NW. Glass
Horizontal Glass
Glass Radiation Subtotal
Glass Conduction Subtotal
ASHRAE Wall Type =
WaU /Roof Component
N. Wall
NE Wall
E. Wall
SE Wall
S. Wall
SW Wall
W. Wall
NW Wall
Roof
Wall & Roof Load Subtotal
Gross Floor Area =
People (SF /Person) =
Lights
Equipment
Infiltration
Internal Gains Subtotal
Latent People
Latent Infiltration
Misc. Latent
Total Space Sensible Load
Total Space Latent Load
Mixed Air Temp
Min. Supply Air Temp.
Min. CFM Outside Air
Outside Air Load
Total Cooling Coil Load
Zone Heating Load
Min % VAV for Heating
Mxd.Air Temp w/o Pr.Ht
The RICE Group Inc.
Consulting Engineers
Boeing Bldg. 21 -03
97116
5
Area
375
32 12 People x
1.20 Watts /SF x 375
2.00 Watts /SF x 375
1.085 x 0 CFM x (
12 People x
0.68 x 0
Glass
100 Wall
60.3 Roof
Floor
Infiltration
78.1 Deg. F
63.0
20 Cfm /Person - or -
ASHRAE Roof Type
U -o
O 0.095
O 0.095
O 0.095
O 0.095
O 0.095
O 0.095
O 0.095
O 0.095
375 0.032
Rm. Name Conference Room
Summer
08 WB W(Gr/lb) Range
82 66 73.3 20
75 65 76.2
14 Month 10 Latitude 47
Area x SC x SHGF x CLF U -g
O 0.51 21 0.75 0.67
O 0.51 36 0.30 0.67
O 0.61 161 0.32 0.67
O 0.51 233 0.40 0.67
O 0.51 242 0.58 0.67
O 0.51 233 0.44 0.67
O 0.51 161 0.29 0.67
O 0.51 36 0.21 0.67
O 0.00 136 0.67 0.00
10
CLTD LM CLTDcorr
13 -5 -2
26 -10 6
37 -8 19
37 1 28
24 11 25
18 1 9
14 -19 -15
13 -10 -7
29 -18 1
190 Btuh /Person
CFM x ( 73.3
(with 0 % light heat to plenum)
0.87 Btu /Ft x
Reheat
Total Space Coil Load (w /o Reheat)
Preheat Coil Load (Block Load Only)
12/18/97
230 Btuh
SF x 3.413
SF x 3.413
82 -75
Sensible Heat Ratio
Supply Air CFM
100 % O.A.
-76.2 )
460 Ft
Room No.
Winter
DB
26
70
Cooling Load
0
0
0
0
0
0
0
0
0
0
Cooling Load
0
0
0
0
0
0
0
0
12
12
INECELVL:U
CITY OF TUKWILA
JAN c
f't i � 1.. 4 ..
PERMIT CENTER
N/A
0
2,695
1,536
2,560
0
6,791
2,227
0
6,803
1.00
522
234
1,314
8,116
0
0
528
17,609
0
3,968
18,137
7,221
10:29 AM
Project Name
Project No.
Design Conditions
Outside
Inside
Hour of the Day
The RICE Group Inc.
Consulting Engineers
Boeing BIy`21.03
97116
Rm. Name West Office Area" Room No.
Summer
D8 WB W(Gr /Ib) Range
82 66 73.3 20
76 65 76.2
14 Month 10 Latitude 47
12/18/97
Winter
DB
26
70
Glass Radiation Area x SC x SHGF x CLF U -g = Cooling Load
N. Glass 0 0.51 21 0.75 0.67 0
NE. Glass 0 0.51 35 0.30 0.67 0
E. Glass 0 0.51 161 0.32 0.67 0
SE. Glass 0 0.51 233 0.40 0.67 0
S. Glass 0 0.51 242 0.68 0.67 0
SW. Glass 0 0.51 233 0.44 0.67 0
W. Glass 0 0.51 161 0.29 0.67 0
NW. Glass 0 0.51 35 0.21 0.67 0
Horizontal Glass 0 0.00 136 0.67 0.00 0
Glass Radiation Subtotal 0
Glass Conduction Subtotal 0
ASHRAE Wall Type = 6 ASHRAE Roof Type = 10
Wall/Roof Component Area U -o CLTD LM CLTDcorr = Cooling Load
N. Wall 0 0.095 13 -5 -2 0
NE Wall 0 0.095 26 -10 6 0
E. Wall 0 0.095 37 -8 19 0
SE Wall 0 0.095 37 1 28 0
S. Wail 0 0.095 24 11 25 0
SW Wall 0 0.095 18 1 9 0
W. Wall 0 0.095 14 -19 -15 0
NW Wall 0 0.095 13 -10 -7 0
Roof 2,585 0.032 29 -18 1 83
Wall & Roof Load Subtotal 83
Gross Floor Area = 2,585
People (SF /Person) = 72 36 People x 230 Btuh = 8,258
Lights 1.20 Watts /SF x 2,585 SF x 3.413 = 10,587
Equipment 2.09 Watts /SF x 2,585 SF x 3.413 = 18,439
Infiltration 1.085 x 0 CFM x 1 82 -75 ) = 0
Internal Gains Subtotal 37,284
Latent People 36 People x 190 Btuh /Person = 8,822
Latent Infiltration 0.68 x 0 CFM x 1 73.3 -76.2 ) = 0
Misc. Latent
Total Space Sensible Load (with 0 % light heat to plenum) = 37,367
Total Space Latent Load =
Mixed Air Temp 76.8 Deg. F Sensible Heat Ratio = 1.00
Min. Supply Air Temp. 63.0 Supply Air CFM = 2,870
Min. CFM Outside Air 20 Cfm /Person - or - 100 % O.A. = 718
Outside Air Load 4,024
Total Cooling Coil Load = 41,391
Zone Heating Load Glass = 0
Min % VAV for Heating 100 Wall = 0
Mxd.Air Temp w/o Pr.Ht 59.0 Roof = 3,640
Floor 0.87 Btu /Ft x 460 Ft = 17,609
Infiltration = 0
Reheat = 21,797
Total Space Coil Load (w /o Reheat) = 21,248
Preheat Coil Load (Block Load Only) RECELffEn 12,483
CITY OF TUKWILA
• r•')
', a, ✓ LJ..:,)
PERMIT CENTER
N/A
10:29 AM
City of Tukwila
Fire Department
Fire Department Review
Control #D97 -0397
(510)
Dear Sir:
December 26, 1997
Re: Boeing Company Building #21 -03 3417 South 120th
Place
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. 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)
Portable fire extinguishers shall be securely
installed on the hanger or in the bracket supplied,
placed in cabinets or wall recesses. The hanger or
bracket shall be securely and properly anchored to the
mounting surface in accordance with the manufacturer's
instructions. The extinguisher shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor and the clearance between the
bottom of the extinguisher and the floor shall not be
less than 4 inches.
Extinguishers shall be located so as to be in plain
view (if at all possible), or if not in plain view,
they shall be identified with a sign stating, "Fire
Extinguisher ", with an arrow pointing to the unit.
(NFPA 10, 1 -6.3) (UFC Standard 10 -1)
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
City of Tukwila
Fire Department
Page number 2
Fire extinguishers require monthly and yearly
inspections. They must have a tag or label securely
attached that indicates the month and year that the
inspection was performed and shall identify the
company or person performing the service. (NFPA 10,
4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and
halon type fire extinguishers shall be emptied and
subjected to the applicable recharge procedures. (NFPA
10, 4 -4.1) If the required monthly and yearly
inspections of the fire extinguisher(s) are not
accomplished or the inspection tag is not completed, a
reputable fire extinguisher service company will be
required to conduct these required surveys. (NFPA
10A -4 -4)
2. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 1003.4)
3. Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort. Exit
doors shall not be locked, chained, bolted, barred, latched
or otherwise rendered unusable. All locking devices shall
be of an approved type. (UFC 1207.3)
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.
When two or more exits from a story are required, exit
signs shall be installed at the required exits and
where otherwise necessary to clearly indicate the
direction of egress. (UBC 1013.1)
4. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
John W Rants, Mayor
Thomas P. Keefe, Fine Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
City of Tukwila
Fire Department
Page number 3
review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
50 heads shall have the written approval of the
W.S.R.B., Factory Mutual, Industrial Risk Insurers,
Kemper or any other representative designated and /or
recognized by The City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler
work shall commence without approved drawings. (City
Ordinance #1742)
5. An approved manual fire alarm system is required for
this project. The fire alarm system shall meet the
requirements of the Americans With Disabilities' Act,
chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72
and the City of Tukwila Ordinance #1742.
All new fire alarm systems`or modifications to
existing systems shall have the written approval of
The Tukwila Fire Prevention Bureau. No work shall
commence until a fire department permit has been
obtained. (City Ordinance #1742) (UFC 1001.3)
6. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
7. Required fire resistive construction, including
occupancy separations, area separation walls, exterior
walls due to location on property, fire resistive
requirements based on type of construction, draft stop
partitions and roof coverings shall be maintained as
specified in the Building Code and Fire Code and shall be
properly repaired, restored or replaced when damaged,
altered, breached, penetrated, removed or improperly
installed. (UFC 701)
8. Walls of corridors serving an occupant load of 30 or
more shall be of not less than one -hour fire resistive
construction and the ceilings shall not be less than that
required for a one -hour fire resistive floor or roof
John W. Rants, Mayor'
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439
9. Accumulation of combustible waste material is
• Prohibited during the demolition phase of this project.
Remove and properly dispose of all waste material prior to
the close of the working day and as often throughout the
day as needed.
10. Your street address must be conspicuously posted on
the building and shall be plainly visible and legible from
•the street. Numbers shall contrast with their background.
(UFC 901.4.4)
In order to provide you with the fastest police and
fire protection under emergency conditions, please
post your suite, room or apartment number in a
conspicuous place near the main entry door. Numbers
shall contrast with their background. (UFC 901.4.4)
Any overlooked hazardous condition and/or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Yours truly,
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
• John W Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439
nowt
. ew�rutioHairE� :�
X11
S�NL'CC 1 ?JHC
07'/26/9
s:
'$C'r1UC.HART" CORPORATION
:.1904 3RD AVE STE 1030 ..
:EATTLE 1iA, 98101 •
V
Dq'1• 03917
DOI'
1 9
L
-\
i
i\' O R MAHON
M MA 35
BOEING
9725
TUKWILA,
TO
S ��
BLJIG
DEVELOPMENTAL
EAST
2
C
(j#DcA=g=g703g)
MARGINAL
WASHINGTON
I
2O3
WAY
CENTER
SOUTH
98108
D �
N S
SAS
.
SEPARATE
REQUIRED
[]
] ELECTR!CAL
L l
°GAS
CITY
BUii_DiNG
MECHA•
PLlJMBIFdr
PiPI1G
OF TUKWILA
PERMIT
FOR:
"ICAL
DIVISION
,
VICINITY MAP
AREA MAP
GENERAL NOTES
DRAWING INDEX
% FROM DOWNTOWN SEATTLE
ff n
_
BLDG. 21 -03 ADDRESS
3417 SO. 120TH PLACE
SEATTLE, WA
(EAST MARGINAL WAY
CORPORATE PARK)
CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST
BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT
ABOVE MENTIONED SET OF DOCUMENTS.
1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK.
2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS.
3. COORDINATE WORK WITH OTHER CRAFTS.
4. RETURN THIS SAME SET TO GARY TALLER AT BLDG. 9 -51.2 COL N /1,
AFTER COMPLETION OF THIS CCNSTRUCTION.
DRAWING NUMBER
SHEET
NUMBER
TITLE
NUMBER
21 - 03 - A1
Al
TITLE SHEET
21 03 - 2A01
2,01
EXITING PLAN
21 03 - 2Al2
2Al2
FLOOR PLAN
21 03 - 2A281
2A281
REFLECTED CEILING PLAN
21
A505
DETAILS
21 03 - Aa06
A506
SECTIONS
21 03 - 2E12R
2E12R
LIGHTING REMOVAL
21 03 - 2E12
2E12
LIGHTING
21 03 - 2E62
2E62
208Y/120V POWER
m
21 03 - 2E112
2E112
4805 POWER
21- 03 -2M12
2M12
HVAC PLAN
% o I 14 - 01 0
21 03 - 2M112
2M112
PLUMBING PLAN
i i - KING COUNTY
AIRPORT OFFICE 900
CENTER (FAA)
j
\
/jam 17
` Z
, 'c `
(i' F
AO
.t ',
o 9 N
% % //z ,
ss -,_74
/ a58 Co
158
21- 03
2M262
FIRE PROTECTION PLAN
PROJECT
SITE
-2M262
21- 03- RFM450
RFM450
HVAC ROOF PLAN
21- 03 -M500
M500
DETAILS
21- 03 -Rr� -162
RFS-162
ROOF FRAMING PLAN
21 - 02
PROJECT CHECKL IST
CHECK
BOX
n THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.Q.C.,
COMPLA NCE WITH OF WILA ZONING. OR AMENDED
ONIND BY LOCAL ORDINANCES,
III ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A.
® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION.
NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE:
® 1. TENANT IMPROVEMENT (STRUCTURAL):
El 5 SETS OF ARCHITECTURAL DRAWINGS
1 5 SETS OF STRUCTURAL DRAWINGS
❑ 5 SETS OF STANDARD DETAILS
❑ 5 SETS OF ENGINEERING CALCULATIONS
❑ 5 SETS OF ENERGY CALCULATIONS
CONSTRUCTION SPECIFICATIONS
❑ 2. TENANT IMPROVEMENT ( NON- STRUCTURAL ) :
❑ 4 SETS OF ARCHITECTURAL DRAWINGS
❑ 4 SETS OF STANDARD DETAILS
❑ 4 SETS OF ENERGY CALCULATIONS
❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS
❑ 3. MECHANICAL, 5 COMPLETE SETS.
ID 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS.
® BRIEF PROJECT NARRATIVE
CONVERT EXISTING STORAGE SPACE INTO OFFICE AREA
Z 1 —O3
N
[
CODE SUMMARY
LOT
0%BO /,
a
RD
LAND USE CODE TUKWILA
BUILDING CODES 1994 U.B.C., U.F.C., U.P.C., WASHINGTON STATE ENERGY CODE
AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL
ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING
OCCUPANCY GROUP GROUP B (OFFICE) ANDS 1 (STORAGE)
CONSTRUCTION TYPE TYPE V N (SPRINKLERED)
FLOOR AREAS:
BUILDING FOOTPRINT 236,530 SF — �� _
BUILDING GROSS 256,948 SF � F L_F < <' __
% S B I N! ACCESS ' N
v
/
.,
il 1 '
1-7
21 O5
ARE /EXIT CALCULATIONS P I'
1ST FLOOR 7CTATOTAL 38 000 SF
OFFICE: 21 -
,438 SF /100 _ 215 OCCUPANTS ,,,,,
COMPUTER ROOM: 12,318 SF /300 = 41 OCCUPANTS
T OTAL: 258 OCCUPANTS { " " '
- —
2ND FLOOR 00R TOTAL • as nn0 SF
PROJECT
SITE
��
IX �
\
57
�%
,��� \
S �� G V
7%
II1
■
FROM SEATTLE- TACOMA
----T,
599
Sss sao
FROM KENT
EAST MARGINAL WAY TUKWILA
I & AUBURN
CORPORATE PARK
ss
AIRPORT
I
1
O FFICE: 32,847 SF/160 = 327 OCCUPANTS old
STORAGE: 1,020 SF /300 = 4 OCCUPANTS x P �,�,,, vo .
TOTAL: 331 OCCUPANTS
GRAND TOTAL 587 OCCUPANTS /50 = 11.74 LF REQUIRED EXIT WIDTH
12.00 LF PROVIDED EXIT WIDTH
a IV
�
NO SCALE
EAST MARGINAL WAY CORPORATE PARK
BUILDING HEIGHT 30'-6"
STORIES 2 LE
'
4 r r 0 ,
JAN 21 1998
(r)
NO SCALE
DEVELOPMENTAL CENTER
OCCUPANT LOAD: 1,274 °
HANDICAPPED REQUIREMENTS BARRIER FREE
FIRE PROTECTION SPRINKLERED
EXTERIOR NON- BEARING WALL UNPROTECTED BUIL n'ISION
STRUCTURAL FRAME 1 -HOUR AT OFFICE; V -N AT WAREHOUSE AREA
ROOF 1 -HOUR AT OFFICE; V -N AT WAREHOUSE AREA
SEISMIC ZONE 3
WIND LOAD 80 MPH EXPOSURE C
SNOW LOAD 25 PSF
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
•
®�®��
ZI . .
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
DRAWN
B. LOOMIS
DATE
12 - 1 - 97
SUBTITLE
TITLE SHEET
CURRENT REVISION
DCA - 9 - 97039
SYMBOL
DATE
12 - 1 - 97
A
MMA 35 TO 21 -03 J #160129 -00
GMM
11.05.97
CHECKED
SHEET
Al
B
MMA 35 TO 21 -03 J #160129 -00
JRB
11/11/97
NGINEEk
J.REPASS
12 - 1 - 97
TULE
BUILDING 21-03
ARCHITECTURAL MASTER COL. D.C.
APPROVED BY
DEPT.
DATE
CHECKED
JOB N0. DCA-9-97039
COMP NO
APPROVED
APPROVED
DWG NA. 21 -03-Al
V
Dq'1• 03917
SY
A
(-4
RELOCATE ENG. CONF. R
OFFICE AREA 21 -03.2
REVISIO
167020 -00
OCA -9 -97039
BY
MRM
BLL /JKR
APPROVED
DATE
5 -09 -96
12 -1 -97
SY
�IIII1
-.1IIIIIIIIL,.
OFF
OFF '1
OPEN
OFFICE
NMI I VESTBLE
III
LUNCH ROOM
VISIBILITY
WOR ROI,MS
OFFICE -
OFFICE LAB
OFFICE
REVISION
SECOND FLOOR PLAN
SCALE: 1" = 30'
BY
APPROVED
DATE
ca_APIZEIrAft e
OPEN OFFICE AREA
CONF. it ELECT.
7
APPROVED BY
PROJECT AREA
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
CHECKED
ENGINEER
J. REPASS
CHECKED
APPROVED
APPROVED
DEPT.
DATE
DRAWN
B. LOOMIS
DATE
12 -1 -97
12 -1 -97
SUBTITLE
TOLE
ARCHITECTURAL MASTER
SECOND FLOOR PLAN
BUILDING 21 -03.2
LEGEND:
EXIT PATH 'NC"
GENERAL NOTES:
ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE CODES. DISPOSE OF ALL SURPLUS MATERIALS AT
THE DIRECTION OF BOEING CONSTRUCTION MANAGEMENT
PERSONNEL. CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS PRIOR 00 THE START OF CONSTRUCTION.
CONTRACTOR SHALL CO- ORDINATE THE WORK OF ALL TRADES
REQUIRED 00 COMPLETE THE WORK. AFTER COMPLETION OF
CONSTRUCTION, PATCH, REPAIR, AND PAINT THE ADJACENT
SURFACES TO MATCH EXISTING CONDITIONS.
COL. ALL CORPORATE PARK
CURRENT REVISION
h` +I
.FFF-
JAN 2 1 1555
B.U
SYMBOL
SHEET
2A01
DP,TE
JOB N0. COMP N0.
DCA -9 -97039
DWG NO.
21- 03 -2A01
12 -1 -97
SYM
A
REVISION
OFFICE AREA 21 -03.2 J #DCA -9 -97039
2Al2 A506
0
BY
0
BL REPASS
fr
2A72 A506
VISIBILITY ROOM
OCCUPANCY = 3
AREA = 320 SF
APPROVED
DATE
12 -1 -97
SY
A
OPEN OFFICE AREA
OCCUPANCY = 44 (B OCCUPANCY)
AREA = 4.462 SF
REVISION
Ws- Do-
-- DRINKING
FOUNTAIN
BY
APPROVED
FLOOR PLAN
DATE
g ®
FRS" IT
APPROVED BY
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
SUBTITLE
TITLE
SECOND FLOOR PLAN
BUILDING 21 -03.2
ARCHITECTURAL MASTER COL. 1- 4.5 /H -N
GENERAL NOTES:
ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE CODES. DISPOSE OF ALL SURPLUS MATERIALS AT
THE DIRECTION OF BOEING CONSTRUCTION MANAGEMENT
PERSONNEL. CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS PRIOR TO THE START OF CONSTRUCTION.
CONTRACTOR SHALL CO- ORDINATE THE WORK OF ALL TRADES
REQUIRED TO COMPLETE THE WORK. AFTER COMPLETION OF
CONSTRUCTION, PATCH, REPAIR, AND PAINT THE ADJACENT
SURFACES TO MATCH EXISTING CONDITIONS.
CONSTRUCTION NOTES:
PATCH /REPAIR ALL EXISTING GYPSUM BOARD WALLS
COL. FURR -OUTS, ETC. TO PREPARE THEM TO RECEIVE
NEW PAINT. PAINT 1 COAT PRIMER & 1 COAT FINISH,
"BDC -1 ", SEMI -GLOSS LATEX. EXTEND
PAINT 4" ABOVE SUSPENDED CEILING HT. PROVIDE
AND INSTALL NEW 4" VINYL BASE, COLOR
SELECTED BY BOEING.
ERECT FULL- WALL (FROM FLOOR TO UNDERSIDE
OF EXISTING DECK ABOVE) OF 5/8" TYPE -X GYP.
BD. EACH SIDE OF 3 1/2" MIL. STUDS (20 GA.) AT
16" 0.C. (PAINT PER NOTE Al) WITH FULL -THICK
ACOUSTIC BATT INSULATION.
TAPE AND SEAL ALL WALL PENETRATIONS BY
DUCTS. CONDUITS, ETC.
PROVIDE AND INSTALL NEW 3' -0" X 7' -0" S.C. WOOD
DOOR AND H.M. FRAME. HARDWARE: LATCHSET -
YALE AUGUSTA #AU5401L x 1210 CYLINDER, US26D
KEYED BY BOEING LOCK AND KEY. HINGES - HAGER
1 1/2 PAIR #BB1279, 4 1/2" x 4 1/2" US26D,
CLOSER - YALE #PA403 x SBX x SNB, PAINT DOOR
BURGUNDY #3325 BY PRESERVATIVE PAINT.
PROVIDE AND INSTALL NEW SUSPENDED CEILING
SYSTEM. GRID SYSTEM SHALL BE 24" x 48"
"DONN DXL SERIES". INSTALL PER MANUF'S
INSTRUCTIONS AND PROVIDE STANDARD SEISMIC
BRACING AT 12' -0" O.C.E.W. (REFER DETAILS). ALL
CEILING TILES SHALL BE 5/8" "ARMSTRONG #895 ",
INSTALL NEW CEILING AT THE HEIGHT OF 2" ABOVE
TOP OF EXISTING MOTION DETECTORS. (APPROX.
10' -0" ABOVE FINISH FLOOR - VERIFY EXACT HEIGHT).
OFTUKW
gPPRO
J PN 2 1 159B
,Iv
�1 o ^'
CORP. PARK
PAINT COLUMN IDENTIFICATION NUMBERS PER
BOEING STANDARDS, EACH COLUMN.
INSTALL "ORGANIZATION SIGNS" PER BOEING
STANDARDS AT EACH ENTRY DOOR, 5' -0" A.F.F.
REMOVE EXISTING GYPSUM BOARD ON WALL TO
INSTALL CONDENSATE DRAIN AND INSTALL NEW
GYPSUM BOARD AFTER INSTALLATION. (SEE PAINT
INFORMATION IN NOTE Al ABOVE.
0 ® 4.5 0
0
KEY PLAN
CURRENT REVISION
SHEET
JDA No. DCA - 9 - 97039
DWG N0.
SYMBOL
2Al2
21- 03 -2Al2
DATE
COMP N0.
12 -1 -97
0: \21- 03 \2Al2.DWG FACIUTES 8/8/1992 9:48 AA1.
OFFICE AREA 21 -03.2
REVISION
EXISTING - -
2-1 IR. WALL
2A281 A506
J # DCA -9 -97039
BY
C3
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•
MEM IN
•
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BLL /JKR
APPROVED
DATE
12 - 1 - 97
SY
REVISION
26281LA506
EXISTING 2 -FIR. WALL
APPROVED
FULL HEIGHT WALLS
MAIN RUNNERS IN THIS DIRECTION
REFLECTED CEILING PLAN
DATE
?LieritzEriv6
LI
- -RT r
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
APPROVED BY
DEPT.
DATE
DRAWN
B. LOOMIS
CHECKED
ENGINEER
J. REPASS
CHECKED
APPROVED
APPROVED
12 -1
2 -1 -9
SUBTITLE
LE
•
ARCHITECTURAL MASTER
REFLECTED CEILING PLAN
BUILDING 21 -03.2
COL. 1- 4.5 /H -N
a RETURN AIR GRILLE
1.1
AIR SUPPLY
NIA
274 FLUORESCENT 'LIGHT FIXTURE
• SPRINKLER HEAD
CONSTRUCTION NOTES
R- PROVIDE AND INSTALL NEW SUSPENDED CEILING
SYSTEM. GRID SYSTEM SHALL BE 24" x 48"
"DONN DXL SERIES ". INSTALL PER MANUF'S
INSTRUCTIONS AND PROVIDE STANDARD SEISMIC
BRACING AT 12' -0" C.C.E.W. (REFER DETAILS). ALL
CEILING TILES SHALL BE 5/8" "ARMSTRONG #895,
INSTALL NEW CEILING AT THE HEIGHT OF 2" ABOVE
TOP OF EXISTING MOTION DETECTORS. (APPROX.
10' -0" ABOVE FIN. FL. - VERIFY EXACT HEIGHT).
NOTE: CEILING HT. AT CONFERENCE ROOM TO
BE 9' -0" ABOVE FINISH FLOOR.
CORP. PARK
11 0 8 0
JOB N0.
KEY PLAN
CURRENT REVISION
SYMBOL
SHEET 2A281
DCA - 9 - 97039
A
DWG N0.
21 -03-2A281
GATE
COMP NO
12 -1 -97
0: \21- 03 \26)2.0WG FA005ES 8/4/1992 9:48 A.M.
R')
CEILING GRID
AT WALL - SECTION (TYP)
SCALE: NONE
OFFICE ARE MEZZ. DCA - 9 - 97039
PROVIDE CLEARANCE
AT OPPOSITE WALLS,
(NOT ATTACHED).
ATTACHED AT STARTING
AND ONE ADJACENT WALL
STRUT - SECTION (TYP)
SCALE: 3 "= 1' -0"
HANGER, SLACK AND
SPLAY WIRE - SECTION (TYP)
SCALE: 3 " =1' -0"
BL / JKR
#12 GA. HANGER WIRE, TYP.
r 3 1URNS, MINIMUM
8" MAX.
(1) #10 x 1" SELF TAPPING SCREW
EXISTING 2 X _ WOOD JOISTS
EXISTING 5/8" GYP. BD. (TAPED AND SPACKLED)
VERTICAL COMPRESSION POST
(U.S.G. COMPRESSION POST OR 1" EMT)
A505
EXISTING 2 X __ WOOD JOISTS
EXISTING 5/8" GYP. BD. (TAPED AND SPACKLED)
SCREW EYE 1 1/2" LONG
12 GA. HANGER, SLACK
AND /OR SPIAY WIRE, TYP
3 FULL TURNS EACH END
SCREW EYE
12 GA. SLACK AND /OR
SPLAY WIRE, TYP
3 FULL TURNS EACH END
12 - 1 - 97
2Al2 A505
A505 A505 A505
12 GA. VERTICAL
HANGER WIRE
45'
45'
CROSS TEE
LOCATE VERTICAL COMPRESSION POSTS
(U.S.G. COMPRESSION POST OR 1" EMT)
PER DETAIL
A500
W
1 q; ; ` ►
� MAIN TEE
94-
NOTE: HANGER WIRES "E" AND "W' ARE IN THE
SAME VERTICAL PLANE AS THE MAIN TEE.
HANGER WIRES "N" AND "5" ARE IN VERTICAL
PLANES PERPENDICULAR TO THE MAIN TEE.
CEILING
BRACE - DETAIL (TYP)
SCALE: NONE
AT 12' -0" O.C. EACH WAY, LOCATED
4' -0" MAX. FROM PERIMETER WALL
ATTACH TO STRUCTURE ABOVE
PER DETAIL iri")
A5005
USE #12 GA. SPLAY WIRE BRACING IN
PLANE OF EACH TEE. VERTICAL ANGLE,
45'. MINIMUM 3 TIGHT TURNS AT
EACH END. NO BENDS OR KINKS ON
WIRES.
2Al2 A505
LIGHT FIXTURE
BRACE - DETAIL (TYP)
SCALE: NONE
BOEZAW
FACILITIES DEPARTMENT
12' -0"
ON CENTER
MAX.
CEILING
STRUT - DETAIL (TYP)
SCALE: NONE
SLACK WIRES M
A505
12 GA. HANGER WIRES
(TYPICAL)
( A505
LIGHT FIXTURE
ATTACHED TO SUSPENDED
CEILING SYSTEM
■
WITH (2) 1/2" SELF TAPPING
SMS, ONE AT EACH END
......s.
MAIN RUNNERS (12'-0" L TYP.)
2Al2 A505
DUCT
ACCEPTABILITY
#12 WIRE PERIMETER HANGERS,
8" MAX FROM WALLS
#12 WIRE HANGERS AT 4' -0" O.C.
EACHWAY SUSPENDED FROM
STRUCTURE ABOVE.
CEILING BRACING AT
12' -O "x12' -O" O.C. (MAX)
TO MATCH STRUCTURAL SYSTEM
AND ON CENTER, EACH WAY.
LOCATE FIRST POINT OF
BRACING WITHIN 4' -0" OF
WALLS.
(OMIT WHERE ROOM IS
128 SQUARE FEET OR LESS)
A505
MIN. 24 GA. GALV. FLASHING
50# ASPHALTIC PAPER, MOPPED ON-
EXISTING ROOF DECK AND ROOFING
B. LOUIS
J. REPASS
REF. RFS162 FOR LOCATION OF DUCT PENETRATION
VERIFY SIZE WITH MECH. DWGS.
SCALE: NONE
12 -1 -97
12 -1 -97
DUCT
SQUARE DUCT
DUCT PENETRATION THRU
ROOF - SECTION (TYP)
LEGEND:
GENERAL NOTES:
1 -6"
MIN.
SECTIONS AND DETAILS
BUILDING 21 -03
1. ASBESTOS NOTIFICATION:
A GOOD FAIT SURVEY OF THE AREA HAS BEEN CONDUCTED
AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED
THAT WOULD BE INVOLVED iN THE AREA OF CONSTRUCTION
OF THIS PROJECT. DO NOT REMOVE, DAMAGE OR DISTURB
ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA
PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF
ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED
THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK.
THE FOLLOWING MATERIALS IN THE AREAS ADJACENT TO
THIS JOB ARE ASSUMED TO BE POSITIVE FOR ASBESTOS:
A. PIPE INSULATION
B. VIBRATION JOINT CLOTH
C. FLOOR TILE
D. FIRE DOOR INSULATION
CONSTRUCTION NOTES:
CANT STRIP, FROM L X 4
2 X 10 TREATED CURB, TYP.
ARCHITECTURAL MASTER D.C.
JAN 2 1St
A505 A505 "
A505
DCA -9 -97039
21- 03 -A505
(N-
r\Nr-
■ moreemr
wiromm
SEISMIC BRACING CO 12' -0" O.C.E.W.
SEE STD. DTLS. SHT. A505
EXIST. 4" x4" T.S. COL. WITH FURRING
4" VINYL BASE ALL AROUND
NEW CARPET BY BOEING OVER EXIST.
1 1/8" PLYWOOD FLOOR
EXISTING WOOD TRUSSES @ 2' -0" 0.C.
• NIU
EXISTING 2 HR.
WALL
NEW SUSPENDED CEILING ® 10' -0" ± A.F.F.
GRID - 24' x 48" DONN DXL SERIES, CLG. TILE
5/8" ARMSTRONG #895
EXISTING DOOR AND FRAME
EXIST. 1 -HR. GYP.
CLG. W/ ACCESS
PANELS
EXIST. 2 HR.
WALLS
EXISTING
CORRIDOR
4 EXIST. 6 "x16" PURLINS
® 8' -0" O.C.
EXISTING 2x4'S
2' -0" O.C. BETWEEN
PURLINS
SECTION
SCALE: 1/4" = 1' -0"
REFER DUCT PENETRATION DTL., SHT. A505
EXIST. CLG. - 2 LAYERS 5/8"
TYPE -X GYP. BD.
A506 A505
A
OFFICE A,.EA MEZZ. DCA -9 -97039
BL / JKR
12 -1 -97
Al
2A A506
REFER MECH. OWGS. FOR MECH. EQUIPT.
REFER STRUCT. FOR MECH. EQUIPT.
SUPPORT FRAME
EXISTING ROOF
BOTTOM OF EXIST. GLU -LAM
BEAM BEYOND
D.
FACILITIES DEPARTMENT
FIN. FLR. - 2ND
NOTE: PAINT WALLS TO 4"
ABOVE FIN. CLG.
VISIBILITY ROOM
WALL SECTION
SCALE: 3/4" = 1' -0"
NEW LAY -IN ACOUSTICAL CLG
DONN SERIES DXL WITH
24" x 48" ARMSTRONG #895
CLG. TILES
BLOCK AS REQUIRED
EXIST. GYP. BD. CLG. (2 LAYERS 5/8" TYPE -X)
5/8" TYPE -X GYP. BD. EA. SIDE OF 3 1/2" MTL.
STUDS ® 16" O.C. WITH FULL THICK ACOUSTIC
BATT INSULATION
OPEN OFFICE AREA
NEW 4" VINYL BASE ALL AROUND
CARPET BY BOEING
EXIST. PLYWOOD FLOORING
2Al2 A506
FIN. FLR.
LLJ
13' -0 "
ACCEPTABILITY
cB. LOOM S
J. REPASS
12 -1 -97
12 -1 -97
SECTIONS AND DETAILS
BUILDING 21 -03
ARCHITECTURAL MASTER D.C.
A506
21- 03 -A506
DCA -9 -97039