HomeMy WebLinkAboutPermit M98-0005 - BOEING #21-03( PDoel
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City of Tukwila (
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Address: 3417 S 120 PL
Location:
Parcel #: 102304 -9069
Contractor License No: JOHANMI173PK
TENANT BOEING #21 -03
3417 S 120 PL, TUKWILA WA 98188
OWNER THE BOEING COMPANY
PO BOX 3707 M/S 1F -09, SEATTLE WA
CONTACT LARRY CARLSON
PO BOX 1768, WOODINVILLE WA 98072
CONTRACTOR JOHANSEN MECHANICAL INC.
P.O. BOX 1768, WOODINVILLE, WA 98072
* * * **
Perm
Permit No: M98 -0005
Type: B -MECH
Category: NRES
Signature:_
enter Aut
0
ed Signature Date
MECHANICAL PERMIT
Status: ISSUED
Issued: 02/03/1998
Expires: 08/02/1998
Print Name _,_AivOx__L_ 6il1 / Title: Acmg4J'T'-
(206) 431 -3670
Phone: 425 -481 -2266
Phone: 206 481 -2266
********************************************* * * * * * * * * * * ** * * * * * * * * * * * * * * * * **
Permit Description:
INSTALL 2 ROOFTOP A /C'S + DUCT WORK.
UMC Edition: 1994 Valuation: 32,000.00
Total Permit Fee: 81.88
**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
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 ordinance's
governing this work will be:complied with,. whether specified herein or not.
The granting of this permit does not presume to give authority to violate
or cancel the provisions of any other state or local laws regulating
construction or the performance of work, I am authorized to sign for and
obtain this building permit.
Date: 2,-3 1 g
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 18.0 days from the isSt 1'nspection.
Project Name/Tenant:
j3 oP•-•i rJ G 31.PC . 2l - ems,
. - d4fTt -e-
Value of Construction: o 0
32 , OC:C:)
Site Address:
31 SO. I2.O' Pt—
City State /Zip:
Tax Parcel Number:
10 7.304 - 'UG
Property Owner:
im. G _ _ . • ,
❑ Temporary Facilities ❑ Tree Cutting
Phone:
Street Ad. ress:
City State /Zip:
Fax #:
Contact Person:
t-Dou C - sca, -/
Ig id
Phone:
C.4 ) 48t - zzr_.:. Cc:,
Street Address: City State /Zip:
7 . O . \1t g e O to i r v i �-E p.. .c Z
Fax #:
(.y21 (� 3 3
Phone:
(4zS") 4-1Sl -ZZ co Co
( u)
Contractor:
-1 OHf A-r- 1 Sf.. -- k -i i, I C_ .
Street Address:
20 t t).‘ t :_ E rJ e.. 6 aqoD
City State /Zip:
i,J vi c-c.€_. v . t itv
€07 Z
Fax #:
( 4 � 5 ) 4 ( 3
Phone:
Architect:
Le-t r^?�1
Street Address:
17J F" . MA-0-61,-)A1.- W A4 S •
City State /Zip:
iA iC.u) t t_►4
Fax #:
Engineer: _., G,
�igt.Dg
Phone:
Street Address:
'F 2 ' s-r I..dA -( 1 , .) /1-c.- u J4�(S
City State /Zip:
- t cw 1 c.14
Fax #:
MISCELLANEOUS. PERMIT. REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY'APPLICANT)
Description of work to be done:
2 - r ∎ * _ 1 1 1 - 1 - ( jno r w P Ar ( c15 - D - ' -
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 a er indicatin uantitles & Material Safety Data Sheets
❑ Above Ground Tanks ❑ Antennas /Satellite Dishes Bulkhead /Docks Commercial Reroof
❑ Demolition ❑ Fence SI: Mechanical ❑ Manufactured Housing - Replacement only
❑ Parking Lots ❑ Retaining Walls Temporary Pedestrian Protection /Exit Systems
❑ Temporary Facilities ❑ Tree Cutting
MONTHLY" SERVICE .BILL'INGS,TO:; ` '
Name:
Phone:
Address:
City /State /Zip:
0 Water
0 Sewer
0 Metro
0 Standby
❑ Channelization /Striping
11 Flood Control Zone
❑ Landscape Irrigation
❑ Storm Drainage
❑ Water Meter /Exempt #
❑ Water Meter /Permanent #
❑ Water Meter Temp #
❑ Miscellaneous
Name:
Address:
Date app!lcafllec ft.' -lb
MISCPMT.DOC 7/11/96
CITY OI' TUKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
WATER METER. DEPOSIT /REFUND BILLING:
Date application expires:
" itto
OR STAFF USE ONLY
Project Num ber:
Miscellaneous 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 REQUESTFOR'MISCELLANEOUS.PUBLIC WORKS•PERMITS:
❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Street Use ❑ Water Main Extension 0 Private 0 Public
0 Deduct 0 Water Only
Size(s):
Size(s):
Size(s): Est. quantity: gal Schedule:
❑ Moving Oversized Load /Hauling
Phone:
City /State /Zip:
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.
Applicatl• t: :n by: (initials)
BUILDING OWNER OR AUTHORIZED GE �►, .
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW
Signature: "MEW �.
Date: ' . / ,..
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width
which exceeds 2:1
Antennas /Satellite Dishes
Print name: ; 6/0 /5
Pho e; 4 .. -2-
Fa #:
- (.0
Address: 2.-0101 r'- Ave Ar e.- O E –
ty /State /Zip:
_ n.. , . v n 41,-e. I,a4
G • o Z 2--
ALL MISCELLANEOUS PER,' • APPLICATIONS MUST BE SUBMI
WITH THE FOLLOWING:
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
›,Zr r p lJlC�71�1 NNS AND UTILITY PLANS ARE TO BE COMBINED
• ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
> STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
> CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
• Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the
permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit
in Lieu of Contractor Registration ".
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.o,wner authorizing the.agent'ta submit thli permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
MISCPM '$,DOQ 7/11/96
toi:o 1
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width
which exceeds 2:1
Antennas /Satellite Dishes
Submit checklist No: 'M-'9
Submit checklist .•:No; .M 1
r
il
Awnings /Canopies - No signage
.Commercial Tenant Improvement
Permit ,
Bulkhead /Dock
Submit checklist No: M-10',.
El
•Commercial.
Submit checklist No: : M 6
0
Demolition.
' Submit: checklist No; ; M 3, •M 3a
, '
0
Fences - Over 6 feet in Height
Submit checklist No: M -9:
Land Altering/Grading/Preloads
Submit checklist . No: M -2.:
0
Loading Docks : '
Commercial Tenant Improvement
Permit.:; Subrnitchecklist No: H -17
;
Mechanical (Residential & Commercial)
Submit : No.,; M-8
Residential , only - H -6, H16 ,' . ."
0
Miscellaneous Public Works Permits
. Sulimt'checklist f No; H -9
in
Manufactured Housing (RED INSIGNIA ONLY).
Submit checklist: No: M-
0
Moving Oversized Load /Hauling
Submit checklist. No: M-5.
®
Parking Lots
Submit checklist No: M -4
0
Residential Reroof - Exempt with following exception:'If roof structure
to be repaired or replaced
Residential Building Permit
Submit checklist' . 'No:. M =64;
0
Retaining Walls - Over 4 feet in height
Submit checklist : No: M
ri
Temporary Facilities
Submit checklist . 'No: ,W72
i n
Temporary Pedestrian Protection/Exit•Systems
Submit checklist , ,No; M-4.,
0
Tree Cutting .
Submit :checklist No M;,.2
ALL MISCELLANEOUS PER,' • APPLICATIONS MUST BE SUBMI
WITH THE FOLLOWING:
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
›,Zr r p lJlC�71�1 NNS AND UTILITY PLANS ARE TO BE COMBINED
• ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
> STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
> CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
• Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the
permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit
in Lieu of Contractor Registration ".
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.o,wner authorizing the.agent'ta submit thli permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
MISCPM '$,DOQ 7/11/96
toi:o 1
Address: 3417 S 120 PL
Suite:
Tenant: BOEING #21-03
Type: B-MECH
Parcel #: 102304-9069
CITY OF TUKWILA
Permit No M98-0005
Status: ISSUED
Applied: 01/16/1998
Issued: 02/03/1993
*A**
Permit Conditions:
1. All permits, inspection records, and approved plans shall be
available at the job site prior,to4he start of any con-
struction. These documents.are to . be, ; paintained and avail-
able until final inspection approval is granted.
2. All construction t;.o, he done in:conformance with approved
plans and requirements of the Uniform Building ('ode (1994
Edition) as aMended, Uniform Mechanical Code .(1994 Edition),
and Washington' State Energy Code (1994 Edition),, _
3.
An moving systems 'supplying air in excess of 2000,CFM, to
enclosed -spaces within buildings shall be equipped a
utomatic shutoff, Automatic%shutoff shall be acCoMplished,
by interrupting the power source of the air-moving etlPiPme
upon detection of smoke In the main supply-air duct ser'ved
by such equipment. UMC 608.
4. MANUFACTURERS INSTALLATION INSTRUCTIONS REQUIRED ON SITE.:'
FOR BUILPING INSPECTORS REVIEW,,
S. Validity OfPermit, The issuance of r _a',0ermit o ap0fovatof':
.
plans specifftations, and , computations shall not be con-
strued to be a permit for or an'apprOalpf, any viplatton
of any of thelwovisioht:ofthe bOtOng, code or of any,
otherordinanCe of the 1*.isd1 ction.': No pe'rmit presuming
give: to violate /0 'Cancel 'theprOvisions of thi
code:Shall; be ia 1 id ;
( All .St'ruet,ur shall be done by cOtifled
welds and.' inspected (UE31:306,(a)5)P
7. When'SPctalAnspection is requiredeithe'r.thowner;
architeCt en9ineer shall notithe/Tuks.it-l* E3uHdinq »'
appoitment of the inspection agenCjes prior &ft'
the firStbuilding inspection, , .,Cop1es';0.f411,:specla1
tport shall. be submitted to theBuil*ng
Division it tihe1y mann'erReports,shaI'l contOn
project naine•! number and'tY'Oe'Of inspection p0141:9
performed.
8. The special inspector shallsUbM t tha 1 igneport
stating whether th,e' requir*ngSPeCial J.n0#4ilon was
to the best of the'inspeores knowledgIriCOormance
with approved plans and'-speCtqCap.Ch*::in applicable
workmanship provisions of
9. Validity of Permit. The issuance of a permit or approval of
plans, specifications, and computations shall not be con-
strued to be a permit for, or an approval of, any violation
of any of the provisions of the building code or of any
other ordinance of the jurisdiction. No permit presUming to
give authority to violate or cancel the provisions of .this
code shall be valid.
PLAN feirovit REVIEW ROUTING IP
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
BUILDING DIVISION ❑
PUBLIC WORKS ❑
M98 -0005
BOEING BLDG 121 -03
DATE 1 -16 -98
FIRE PREVENTION ❑ PLANNING DIVISION ❑
STRUCTURAL ❑ PERMIT COORDINATOR
DUE DATE 1 -20 -98
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE ❑ NOT COMPLETE " NOT APPLICABLE ❑
(of I P
COMMENTS
sAti
TUES /THURS ROUTING: PLEASE ROUTE E
ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
APPROVALS OR CORRECTIONS: (ten days)
DATE
NO FURTHER REVIEW REQUIRED ❑
DUE DATE
2 -3 -98
APPROVED ❑ APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑
REVIEWERS INITIAL
DATE
CORRECTION DETERMINATION:
DUE DATE
APPROVED [1 APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) ❑
REVIEWERS INITIAL DATE
C:ROUTE -F
(Corti icadoa of occupancy required.
ACTIVITY NUMBER M98 -0005
PROJECT NAME BOEING BLDG 121 -03 REVISION
DEPARTMENT:
BUILDING DIVISION C1 FIRE PREVENTION ❑ PLANNING DIVISION ❑
PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF C❑ (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
rerisii PLAN REVIEW / ROUTI
NOT COMPLETE
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
DATE
DATE
REVIEWERS INITIAL DATE
C:ROUTE -F
DATE 1 -23 -98
DUE DATE 1 -27 -98
NOT APPLICABLE ❑
DUE DATE 2- 10 -98'
APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0
DUE DATE
APPROVED I I APPROVED W/ CONDITIONS ri NOT APPROVED (attach comments) ❑
(Cent icadon of occupancy requited. )
fi 41 ���'�����
�� ��/*«~°`� �`'~
.ITY OF TUKWILA, NA [OGNGM1T
+**ki***^*++*A++*+****kk**A*+\**+a1**+k+4*+1(***kA+**k++k**a***A
TRANGM%T Number: R9700708 Amount: 81.88 02/03/98 10:26
payment Method: CHECK Notation: JOHAWSEN MECHANI Init: 8LH
-'-~' • -- — --^ a.- -_.---_ ^~^--
Pepmit No: M98~0005 'Type: 8~MECH MECHANICAL PERMIT
Parcel No: 102304-9069
Qite ` Add|es�: •3417 G 120 PL
'
Total Foes: / 81488
|n/s Payment 81.88 Total ALL Pmts: 1 81.88 ''
Oa] � a�oe: � . .Q0
4 p++0+A* 4 *«f^++*+^+v+*^**+**+k«*++«+*Ak+A*+f*A*4+f**+'*A6A �a **`
Account Code Description' Amoxnt :
00O/345~830' PLAN ��H�Ck - NONR�S `16.38` '
000/322.100 MECHANICAL - NONRES .� 65.50-
3 / 14'11.?*
x ^~� /
� ^.. ..~
CITY OF TIftWILA
:Department of Community Development
'Building Division- Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
. t •:::v..
REVISION SUBMITTAL
DATE: /-23-98 PLAN CHECK/PERMIT NUMBER:M , 000
PROJECT NAME: 130 # Z ' 03
PROJECT ADDRESS. 34n 5 120 P1
CONTACT PERSON: L /Wi y Congacw PHONE: 1
REVISION SUMMARY: l!/F � /x/e2UZ7h,6 2
J' "TS OF S7/ 2e 1liZ . / 14///i/ 5 7//7-7-
/9Az - 2J,O ybc//z Ql Q76vs
SUBMITTED TO:
c L
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„0
r.
SHEET NUMBERS) /F 4- 5/a , 2 2 - S/ ,�f,{�,e,
"Cloud” or highlight all areas of revisions and date revisions.
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2 -Z -95 REVISION NO....L. 1c1 9i
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RECEIVED
CITY OF TUKWILA
JAN 2 3 1998
PERMIT CENTER
tjOtid wt
y�c.
July 13, 1999
Larry Carlson
PO Box 1768
Woodinville, WA 98072
RE: Permit Status M98 -0005
3417 South 120 Place
Dear Mr. Carlson:
In reviewing our current permit files, it appears that your permit for the installation of 2 roof -top
a/c units and duct work issued on February 3, 1998 has not received a final inspection as of the
date of this letter by the City of Tukwila Building Division.
Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the
building official under the provision of this code shall expire by limitation and become null and
void if the building or work authorized by such permit is not commenced within 180 days from
the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, if a final inspection is not called for within ten (10) business days from the
date of this letter, the Permit Center will close your file and the work completed to date will be
considered non - complying and not in conformance with the Uniform Building Code and/or
Mechanical Code.
Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection.
Thank you for your cooperation in this matter.
Sincerely,
6 -heidd.,
Brenda Holt
Permit Coordinator
City of Tukwila
Xc: Permit File No. M98 -0005
Duane Griffin, Building OfcIal
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard Suite #100 • Tukwila. Washington 98188 • 12061 4313670 • Fax 120614313665
CITY OF TUKWILA
APPROVED
JAN 2 9 1998
AS NOIED
BUILDING DIVISION
January 20, 1998
Dear Mr. Carlson:
Building Division:
City of Tukwila
Department of Community Development
Mr. Larry Carlson
P.O. Box 1768
Woodinville, Washington 98072
SUBJECT: LETTER OF INCOMPLETE APPLICATION
Development Permit Application Numbers M98 -0005
Boeing #21 -03
3417 S 120 PI
John W Rants, Mayor
1. Need weight of each of the new R.T.U.'s if they are greater than
400 lbs.
2. Need structural analysis and details to qualify existing roof structure
capacity to support applied load of new R.T.U.'s
Steve Lancaster, Director
This letter is to inform you that your permit application received at the City of Tukwila
Permit Center on January 16, 1998, was determined to be incomplete. Before your
permit application can begin the plan review process the following requirements from
the Building Division must be met.
Contact Bob Benedicto, Sr. Plans Examiner, at 206 -431 -3670
if you have any questions regarding the following
comments.
The City requires that two (2) complete sets of revised plans be resubmitted with the
appropriate revision block. If your revision does not required revised plans but
requires additional reports or other documentation please submit four (4) copies of
each document.
In order to better expedite your resubmittal a Revision Sheet must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in
person and will not be accepted through the mail or by a messenger service.
6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • 120M 4 7l. ?670 • Far. 12061 Q ?t. ?hhs
Mr. Larry Carlson
January 20,1998
Page 2
If you have any questions please contact me at the City of Tukwila Permit Center at
(206) 431 -3672.
Sincerely,
`7citti
Kelcie J. Peterson
Permit Coordinator
Enclosures
File: M98-0005
January 20, 1998
Mr. Larry Carlson
P.O. Box 1768
Woodinville, Washington 98072
Dear Mr. Carlson:
SUBJECT: LETTER OF INCOMPLETE APPLICATION
Development Permit Application Numbers M98 -0005
Boeing #21 -03
3417 S 120 PI
This letter is to inform you that your permit application received at the City of Tukwila
Permit Center on January 16, 1998, was determined to be incomplete. Before your
permit application can begin the plan review process the following requirements from
the Building Division must be met.
Building Division:
f
City of Tukwila
John W. Rants, Mayor
1
Department of Community Development Steve Lancaster, Director
Contact Bob Benedicto, Sr. Plans Examiner, at 206 - 431 -3670
if you have any questions regarding the following
comments.
1. Need weight of each of the new R.T.U.'s if they are greater than
400 lbs.
2. Need structural analysis and details to qualify existing roof structure
capacity to support applied load of new R.T.U.'s
The City requires that two (2) complete sets of revised plans be resubmitted with the
appropriate revision block. If your revision does not required revised plans but
requires additional reports or other documentation please submit four (4) copies of
each document.
In order to better expedite your resubmittal a Revision Sheet must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in
person and will not be accepted through the mail or by a messenger service.
M1)t1.Snutheinter Boulevard. Suite #100 • Tukwila. Washlnttton 98188 • 12061431 3670 • Fax 1206) 4313hhS
Mr. Larry Carlson
January 20, 1998
Page 2
Sincerely,
Kelcie J. Peterson
Permit Coordinator
Enclosures
File: M98 -0005
If you have any questions . please contact me at the City of Tukwila Permit Center at
(206) 431 -3672.
i•l-CQu„9 16irti5o'l
City of Tukwila
Fire Department Review
Control # m(V0605
`21-193
Re: H.V.A.C. at BoDe �6 Q1
Dear Sir:
3N75 1
1
Fire Department Thomas P. Keefe, Fire Chief
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. H.V.A.C. units rated at greater than 2,000 cfm require
auto- shutdown devices. These devices shall be separately
zoned in the alarm panel and local U.L. central station
supervision is required'. (City Ordinance #1742)
H.V.A.C. systems supplying air in excess of 2,000
cubic feet per minute to enclosed spaces within
buildings shall be equipped with an automatic shutoff.
Automatic . shutoff shall be accomplished by
interrupting the power source of the air - moving
equipment upon detection of smoke in the main
supply -air duct served by such equipment. Smoke
detectors shall be labeled by an approved agency for
air -duct installation and shall be installed in
accordance with the manufacturer's installation
instructions. (UMC 608)
2. Duct smoke detectors shall be capable of being reset
from the alarm panel. (City Ordinance #1742)
Remote indicator lights are required on all above
ceiling smoke detectors. (City Ordinance #1742)
3. In areas that are not continuously occupied, automatic
smoke detection shall be provided at each control unit(s)
location to provide notification of fire at that location.
(NFPA 1 -5.6)
The installation of wiring and equipment shall be in
John W. Rants, Mayor
_ n. _ .1_ _ i i i • _ _,_-'__ n_ __r. r+_ _. - T- -I_ ..,r_ nn • nn _ n� _ _ _ ,n.... .••••■ • An i _ 2' . ,nn.. .. �. - .... ,.
Page number 2
accordance with N.F.P.A. 70, Article 760, Fire
Protective Signaling Systems. '(NFPA 72- 1- 5.5.4)
4. When the control panel is located inside a room, the
door to the room shall have a sign with one -inch letters
which reads "Fire Alarm" or "Fire Alarm Control ". (City
Ordinance #1742)
Dedicated fire alarm system circuit breaker(s) shall
be equipped with a mechanical lockout device. (NFPA
72 (1- 5.2.8.2))
5. 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)
Contact The Tukwila Fire Prevention Bureau to witness all
required inspections and tests. (UFC 10.503) (City
Ordinance #1742)
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,
City of Tukwila
Fire Department
The Tukwila Firb Prevention Bureau
cc: TFD file
ncd
John W. Rants, Mayor
Thomas P. Keefe, Flre Chief
U.. ,.l......►..... Conob...• AAA A r....• - net 60 _ n. - /....,. ..... _ .._ _ ....... _ —_ .....
/
24 "x24" S&R
UP -TiiRU ROOF
24'x12" S &R
UP THRU ROOF
'JO
ON ROOF
ON ROOF MO4A
20,000 CFM @ 2" S.P.,
20 HP 480 -30 NATURAL
GAS. DIRECT FIRED 60'F -RISE
LINED
10 "x10"
72/48: SOUND
TRAP 'SECTI01
100 -100
100
40 °x12" UP.
TO ACU' -1:
16"x36" UP
TO ACU -1
40 "x12" UP TO ACU -•2
10 TYPICAL
a
48/48 UP ! I
20x16
20x20
1O0o 100
1 240 DN
X20 .20 "x16" - 36 "x16"
SCREENED'<
OPENING
72/48 SOUND
TRAP SECTION
240
14. 140
:IIMIESI4'
VD: VD
140 11 14
1=1111111Z Si
=IL it
VD VD
„ 4
TYPE >H "
3400` 36 x2 CFM -IWG
(TYP 6) —,
1.40
/ �II
`140 aill 140 VD
I%03A ON
ROOF , 20,000
CFM . p 2" SP
15 HP 480V
30 MOTOR
SCALE: 1/8".1' -0
UP: TO
SECOND` FLOOR PLAN
20 "x10" DRUM
DIFFUSERS
945 CFM }
(Tr 10)
56 "x48"
UP T0.
ON ROOF
18 "x6" DRUM
DIFFUSERS
630 CFM
(TYP 12)
140
1-
140
120>
120
120
48 "x24" T.G.
48/24
FD
-- -- - - -_.. r
- - _ _. - -- _ -- - - - --
SEPARATE PERMIT
REQUIRED FOR:
❑ yECHANICAL
I ELECTRICAL
❑ PLUMBING
❑ GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
it • . fit/
.......
4100
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
- REDRAWN
... OFFICE AREA 21- 03.2,.MEZZ.
BY
KB
DCA -9 -97039 RICE
APPROVED
• So
DATE
D9.16.97
12.1.97
5Y
REVISION
APPROVED
TITLE
HVAC PLAN
BUILDING 21 -03.2
MECHANICAL MASTER COL, R N 1 -45
CURRENT REVISION
SYMBOL
SHEET 2M12
JOB 0.
DCA -9 -97039
Dwc No.
CORP.PARK 21 -03-
M1
DATE ° ERPIIT CCNTCfl
COMP NO.
LEGEND:
SUPPLY AIR DUCT,; SQUARE OR
RECTANGULAR ELBOW FACING TOWARDS
SUPPLY AIR' DUCT; SQUARE OR
RECTANGULAR ELBOW FACING' AWAY ,
EXHAUST,' RETURN OR SUPPLY" AIR DUCT
ROUND, ELBOW FACING TOWARDS
EXHAUST, RETURN OR SUPPLY AIR DUCT
ROUND, ELBOW FACING AWAY
EXHAUST AIR OR RETURN AIR' DUCT,
SQUARE OR RECTANGULAR, ELBOW
FACING: TOWARDS
EXHAUST AIR OR RETURN AIR DUCT,
SQUARE OR RECTANGULAR, ELBOW
FACING AWAY
WY - - -141
0
GENERAL NOTES:
=>TEMPMASTER MODEL MSR -C BY-PASS VAV BOX
600 CFM MAX., 240 CFM MIN.; 10'0 INLET,
10 "612 OUTLET, ACOUSTICAL ATTENUATION
TITUS.MODEL TMSA CEILING DIFFUSER, 10 ".. NOM INAL
NECK SIZE, 300 CFM EACH, MAX NC" =12, FRAME TYPE 3
Q TITUS MODEL TMSA CEILING DIFFUSER, 10" NOMINAL
NECK SIZE, 240 CFM EACH, MAX . NC =12, FRAME TYPE 3
TI:TUS MODEL 50R, STEEL BORDER, I/2 "xI /2 "x1 /2
ALUM I NUM. CORE .
1 DUCTWORK GENERAL: NONCOMBUSTIBLE OR CONFORMING TO
REQUIREMENTS FOR CLASS 1 AIR DUCT MATERIALS, OR UL 181 '
2. STEEL DUCTS: ASIM A 525 GALVANIZED STEEL SHEET, ;:
LOCKFORMINC' QUALITY HAVING ZINC COATING OF 1.25 OZ. PER
SQ. F. FOR EACH SIDE IN CONFORMANCE WITH ASTM A 90.
3. SEALANT: NONHARDENINGWATER- RESISTANT FIRE - RESISTIVE,
COMPATIBLE WITH MATING MATERIALS; LIQUID USED ALONE OR
WITH TAPE, OR HEAVY MASTIC.
4, HANGER ,ROD: STEEL, GALVANIZED; THREADED BOTH ENDS,
THREADED ONE END, OR CONTINUOUSLY THREADED.
5 FABRICATE AND SUPPORT DUCTWORK IN ACCORDANCE WITH
SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS.
PROVIDE DUCT MATERIAL, GAUGES, . REINFORCING, AND SEALING
FOR OPERATING PRESSURES UP TO 2 INCHES W:G.
6: SEISMIC BRACING: PROVIDE LATERAL SUPPORT TO 11491BIT
HORIZONTAL 'MOTION AND SWAY OF. DUCTWORK, 'COMPLY
WITH SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD
LEVEL B.
7. NEW DUCTWORK SHALL BE COVERED WITH INSULATION
HAVING THE :FOLLOWING 'TR" VALUES:
A. AIR DUCTS WITHIN CONDITIONED SPACE, WITH HVAC EQUIPMEN
SUPPLY AIR TEMPERATURE LESS THAN 55. DEGREES F OR
GREATER ;THAN 105 DEGREES 1 USE R -3.3.
8, THE CONTRACTOR, AS PART OR THIS CONTRACT, SHALL 'OBTAIN
•'
THE SERVICES OF A QUALIFIED AIR BALANCE: TESTING AGENCY.
MINIMUM :QUALIFICATIONS FQR ACCEPTANCE SHALL BE THE
GENERAL MEMBERSHIP STANDARDS OF THE ASSOCIATED AIR
BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL
AIR BALANCING BUREAU (NEBB).
PROCEDURES, IN GENERAL, WILL BE IN ACCORDANCE WITH
THE AABC "NATIONAL STANDARDS FOR FIELD MEASUREMENTS
AND INSTRUMENTATION TOTAL SYSTEM BALANCE," VOLUME ONE,
No 81266.
FILE COPY
1_8060rstan9. that the Plan Check c,
subject to ecxo and omissions and 0;.T.:;:' cf
plans does not WWII Yiol2NOn otj 000 r�i� - --
adapted code at 08 c o a Gnn B lt
cop0 0f +Ppeae4
sy „J,
Date 2 - 3 -9tS
2M17
matN8Ma� -(X)05- -
FLEXIBLE DUCT
THERMOSTAT, WALL
CEILING DIFFUSER
CEILING RETURN GRILLE
VOLUME DAMPER
CONSTRUCTION NOTES:
SMOKE DETECTOR, REF'. ELECTRICAL DWG. 2E112.
`li "J �Llf;tli
FEB 6 2 1_
1
I p 2M10
1
2M11
2M14
2M15
KEY PLAN
SCALE: NONE
PROVED
PROVED "
- REDRAWN
09.16.97
12.1.97
REVISION
APPROVED
SUBTITLE
FIRE PROTECTION PLAN
BUILDING 21 -03.2
CURRENT REVISION
SHEET
2M2
J OB NO
DCA -9 -9
DWG N0.
COMP NO
7
7 -4
i
2 1/2 0
, "6-0
7 -10.
2'1/ .
..1 2 1.1 2 11 4"
7 -0 - 7 -0 O.C. 7 -0 7 -0 . 7 -0 0.0. 7 -0 7 -0 7 -0 0:C. 720 7 -0 7 -0 0.C. 7 -0 7 -0 7 -0 O.C. 7 -0 6 -0 O.C.
E/C 0/E - C/C E/0 C/E C/C E/C C/t 0 C/C , E/C C/E C/C E/C C/E E/C
, I
2 "' 2 1/2 ' 2 1 2" 2 1 2". . 2 1/2 ° . 2 1 2" 2 1 2 2 1 2" 2 1 2" 2 1/2" 2 1 2" 2 1 2 2 1 2" 2 1 2" 2 1 '2 2 1/2" 2 1 2" 2 1/2 ".
0 o.c. ' 7 - 7 - 7 -0. -0, 7 - 7 - 0 7 - 0 00 . 7 - 7 -0 7 -0 o.c. 7- 0 7 -0 7 -0 oc 7=0 �° � -0 7 -0 oc 7 -0 6 -0 o
E/C . c/E I E/C ' C/E C/C E/C C/E - - C/C E/C C/E C/C E/C C/E C/C E/C C/E E/C
�I
2 1/2"
to
2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2'
z 1/2" 2 1/2 " 2 1/2
4 -4' 7 -0 O.C. 7 -0
? "-
C/E C /C.
35 ® Q 32 31 30 29 28 27
2 1/2" 2 1 2" 2 1/2" 2 1/2 " 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1 / 2
-0 O.C. 7 -0 7 -0 7 -0 0.C. 7 -0 7 -0 7 -0 O.C., 7 -0 7 =0 .
E/C• • C/E , E/C C/E 0/C E/C 0/6 C /C.
_ - - PENDENT, 1/2" NPT,
4 w- 165'F W /6 "z6"
h 40 SHEET METAL RUFFLE 43
(DEFLECTOR 1/2"
BELOW OUCT BOTTOM
I
1/2" 2 1/7 2 1 2"
2.1/2" 2 1/2" 2 1 2"
TO SYST
7 -0 O.c. 7 -0
E/C C/E
7-0 6 -0 o
c/c E/C
PLUG ALL UPRIGHTS
SUPPLIED MOM
THIS MAIN
1/2" NPT, 165
BRZ UPRIGHT
BELOW CEIUNG 1 .1
4,1 TO HOSE
STATIONS
2 1/2' 2 1/2" 2 1/2" 2 1/2"
7-0 OC. 7 -0 7 -0 6-0 o
0/7 C/E C/C
2 1/2" ' 2 1/2" 2 1/2° 2 1/2°
7 -0 p.c. 7 -0 7 -0 6-0 0
E/C C/E C/C E/C
2 1/2° 2 1/2° 2 1/2" 2 1/2° 2
7 -0 0 c. 7 -0 7 -0 6-0 O.
E/C C/E C/C E/C
1/2" NPT, 165'F BRZ
-- UPRIGHT - • BELOW
CEIUNG' (2) THIS UNE
2 1/2" 2 1/2 ° . 2 1/2 2 1/2 wi 1/2'
7 - 0 O.C. 7 -0 7 -0 6 -0 -0 C I. 6-
E/c C/E C/C E/C •;iG
C /C
2 1/2'
7-
2 1/2" 2 1/2" 2 1/2" 2 1/2" 21' 2 "
7 -D ". 7 -0 7 -0 6 -0 o.. 6 -0 c/c
E/C C /E. 0/0 E/7 .I C/E . 2 1/2"
0600 AT 3' -4" B0D 7
5 1/2" BELOW 32 i
G.L. BEAM II
#1/ 14 AT -BEAMS 1.
#2/ 2' -2" AT PURLINS
2 1/2 2 1/2" . 2 1/2° 2 1/2 12 1/2" 2 7J2
7 -0 6 -0 '0.c 6 -0 1 " -0 c/C
C/C E /C C/E
7 - 0.c. 7 -0 7 -0 6 -0 o.c.' .6 -0 2 3
E/C C/E C/C - E/C ,. I c/ ,A2 .
1 2 NPT, 165'F B"
UPRIGHT BELOW :.
CEIUNG (4)- THIS UNE
2 1 2" i 7-10 '.
�.w��� ®�
/ 2 1/2 2 1/2 2 1 2 21 _�i +r 1 2 1 2 2 -1 2" 2 1 2" 2 1/2 ,I' 2 1 2 2 -1 2 2 1 2" 2 1 2" '
7-0 O.C. 7 C - 0
7-0 6 -0.0. 8 , E - C /C E / ' 3 \ ? - .O .C. 7J 7 0 , 0.C. C/0 7 -0 E-0 O.C.. C -0
/ � % 21/2 ... 2 - .t/ '2.1/ /
] 7 +' 1 -ii
CENTERUNE 40" - �/ `O '
BOTTOM OF DECK
1 • - -- - -_ - - - _ -•- - \ L
r
2 1/2" - 2 1/2° 2 1/2 2 1/2° IQ 1/2" 1/2 1 2 2 1/2" 1 12 1/2 2 1/2 - ' 2 1/2" 2 1/2" 2 1/2" 2 1/2
1 2 2 1/2 2 1/2" 2 1 2 2 1/2" 2 1/2"
-0 7 - 7 0 C 7 -0 7.0 7 -0 0•c. 7 0 7 -0 7 -0
/E C/C E/C C C/C E/C CIE C/C E/C
60 59 ® 57 56 55 54 53 '
2 1/2"
2 1/2" 2 1/2" 2 1/2 2 1/2" e " 2 1/2 " 2 1/2" s2 1/2" 2 1/2" 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2 2 1/2" 2 1/2" \ 1 "
7 -0 7 -0 7 -0 0.c. 7 -0 7 -0 7 -0 0.c: 7 -0 7 -0. 7 -0 o 7 =0 7 -0 7 =0 0,7. 7 -0 7 -0 7 -0. 0.c. 7 -0 6 -0 o.c. 4 -6
C /E. 1 E/C C/E C/C E/C C/E C/C E/C C/E C/C E/c C/E C /C- E/C C/E E/C
'
2 1 / 2 " 1
T;1 -- _ .
7 -0 O.C. 7 -0
E/C C/E
7 -0 0.C. 7 0 7 -0 7 -0 0.C. 7 -0 7 -0 7 -0 '0.C. 7 -Q 6 -0 0.2
C/C E/C C/E C/C E/C C/E E/C
44 - - --
0 -- -- T 46 - -- - .. _.... 0 . - - 0 - -- - - SD - -- -- 0 -- -- 52
2 1 / 2 " 2 1 /2" 2 1/2" 2 1/2" 2 1/2" 1
0.c. 7 -0 7 -0 7-0 _o.c. 7 - 0 - 6 - 0C. -A-
CE - C/C E /C - C/E E/C
2 172'
C/E C/ C
2 1 2" 2 1 2" 2 1/2" 2 1 2' 2 1 /2" 2 1 2" 2 1 2" 2 1 2" 2 1/2" 2 1/2 ". 2 1/2° 2 1/2
7 -0 7 0 o.c; 7 ` 0 7 0 7 0 .. 7 0. 7 -0 7 -0 o.C 7 -0 7 - 7 - O.C. 7-0
C/C - E/C . C/E C/C E/C C /E. 0/7 E/C - C/E C/C E/C - C/E
,
2 1/2" 21 / 2 °
2 1/2"
2 1/2'
1 -8
2 1/2"
2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2' 2 1/2" 2 1/2
7 - 7 - 0 7 - 0.0. 7 - 7 - 0 7 -0 Oc.' 7 -o 7 -0 7 -0 0.2. 7 0 7 -0 7 -0 0.c. 7 -0 7 -0 7 -0 0.c. 7 -0 6 -0 0.C.
7/E E/C C/E 'C /C E/C c/E C/C E/C C J � C /C E/C C/E C/C E/C C/E E/C �n
6 -0 0.c 4 -6
E/C 1 ..
1/2" NPT, 165E
BRZ UPRIGHT
0E106 CEII ING
7 -0 o.c
E/C c /E.
7 -0
SYSTEM #2
7 -10
", PLUG' SSU THIS
N c LINE TO 100L'.3 -- - - -- _ -- - -- - `
2 1/i' 2
1 1 /2" 1 1 /2" e 1 1/4° o, 1 '
3 6 -10 6 -10 9 -0 /
2 -3
4T.
SYSTEM1
c 0 o.c. c 0
2 '1 2 2 1/2° 2 1/2" 2 1/2° 2 1/2" 2 1/2" . 2.1/2" 2 1/2" 2 1/2" 2 1)2" 2 1/2" 2 1/2" 2 1 /2" 2 1/2" 2 1/2" 2 1/2
7-0 "7 - . ' 7 - 0 O G 7 - 0 ' 7 -0 " 7 -0 o.c.a 7 -0 a "7 -0 " "7 -0 oc " C E 7 0 "7 -0 " 7 -0 o 7 -0 e e 7 -0 0C e 7 -0
C /E I - E/C C/E C/C E/C C/E C/C E/C C/C E/C C/E C/C E/C C/E
2 1/2" 2 1/2"
4x TO
HOSE
STATIONS
SECOND FLOOR PLAN
SCALE: 1/8 " =1' -0"
12 • Kr-J>. 10 9O Q
1/2 2 1/2" 2 1/2" 2 1/2° 2 1/2' 2
-.. - - �}i --
2 1/2" 2 1/2" 2 1/2" 2 1/2
ACCEPTABILITY
THIS DES166 AND /0R
SPECIFICATION IS APPROVED -
APPROVED 'BY
® ® 0
DEPT.
DATE
2 1/2
1 - 0�
2
5X2 MT
6 -0 -0.
2 " E/C
i l
21 4 2711 - 0" 2 1 2" 2 1 2" l 2 1/2° 21 2 1 2 2 2 1/ 2 1 2" 2 1 2" 2 1/2 2" 2 1 2" 2 1'2" 2 1 2" 2 1/2" 2 1 2" 2 1 2" 2 1/2" 2 1/2" 2 1/2" "'
4
o.c. „ o.c. o 7-0 7 -0 0.c. 7-0 7-0 7 -0 o.c. 7 7 -0 7 -0 o.c ' 0 7-0 7-0 o.c. 7 - 0 6 - 0. 0.C.
- , C/E C/C E/C 'I C/E E - C /E - /C - '.: /C - C/E C /C . E/C C/�E - C/C E/C C /E C/C E/C 7/E E/C
\ 1X,, j 2 1/2"
III 1 -8.:
w . II STUB'UP 1x0 -8
1" PLUG (TYP) 11 I' TO 212T SSU
1/2" (790) 2 1/2°
2 1/2" 2 1/2" 2 1/2" 1/2 I 2 1/2" ! 2 1/2" 2 1/2" 2 1/2" 2'1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1 /2
1_e °\
7 -0- 7 -0 o.c. 7 -0 7 -0 7 -0 7 0C. 7 0 7 -0 7 -0 o.c. 7 -0 7 -0 o.c. 7 -0 .
C/C 0/7 - E/7 C/E .0 /C E/C E/C • • C/E
INSPECTION
CONNECTION
LEGEND:
•
CENTRAL (JD "A" BRASS UPRIGHT 17/32"
BELOW GW h CEIUNG AT ROOF- PURLINS
UPRIGHT SPRINKLER ABOVE GWB CEIUNG
o PENDENT, `` 1 '' 65' UNLESS OTHERWISE NOTED
1" PLUGGE OPENING 906 FUTURE PENDENTS
RIGID COUFH1lll1NG - - -
4 CENTRAL M -ID' H" BRASS HORZ 010706LL 1/2 '
0.C. OUTLET C0 PLNG (2 1/2 "x3 /4 ")
E/C END OF PI 'E TO CENTER OF OUTLET
C/C CENTER OF OUTLET TO CENTER OUTLET
C/E CENTER OF OUTLET TO CENTER OF .PIPE
GENERAL NOTES
4. SLOPE ALL PIPING AS
TO RISER OR TO LOW
7. CONNECT TO EXISTING
INDICATED ONLY AFTER
FOR 24 HOURS). HAS
BY THE BOEING ARE 1
1. NOTIFY BOEING FIRE
TO SHUTDOWN.
2. FOR EARTHQUAKE BRAOING USE 1" STEEL PIPE
FOR BRACES UP TO 7r 0" LONG & 1 1/4" PIPE
FOR BRACES 7' -1" T 9 LONG. FLATTEN
& DRILL ENDS FOR M )UNTING.
ITED, UNLESS OTHERWISE
EPARTMENT 24 HOURS PRIOR
3 USE 1/2" -165' SPRINKLER- HEADS (PENDENT
OR UPRIGHT AS INDIC•
NOTED).
NDICATED TO DRAIN BACK
POINT DRAIN.
5. ALL MATERIALS & INSTALLATION SHALL CONFORM TO NFPA
PAMPHET 13 FOR ORDIIIWRY HAZARD OCCUPANCY.
6. FOR REFLECTED CEILIN) PLAN, SEE DWG N0.
CROSSMAINS WHERE
HYDROTATIC TEST (200 P51 -
EEN WITNESSED & APPROVED
EPARTMENT.
A AA
11. NEW 506190116 HEAD"
SHALL BE PENDANT TY
CHROME FINISH.
M
REMOVE EXISTING PENL
BRANCH PIPE TO SUS
°
NEW PENDANT SPRINKL
AT SUSPENDED CEILING
E, 165 DEGREE RATING,
OTES:
ANT SPRINKLER HEAD, Er
ENDED .CEILING AND
=R HEAD.
REMOVE EXISTING UPRI HT SPRINKLER HEAD, EXTEND
BRANCH PIPE TO SUS NDED CEILING AND INSTALL
NEW PENDANT SPRINK R HEAD.
8. SYSTEM #1: HANG UN $S AT 7" BELOW 6x16
PURLINS W /14" U- HONKS, - MAIN HANGERS AS NOTED.
9. SYSTEM #2: LINES AT 7 "'BELOW 6x16 PURUNS
COL H-1, & P -U HUN W/14" U- HOOKS, ONES
AT 10" BELOW PURUN" ® COL 1 -0 HUNG W/16"
U- HOOKS:,
10. SEE SECTION
M2M202,M2
CONSTRUCTION
2M266 2M26,
2M267 2M26
SCALE NONE
FOR BLDG SECTION..
KEY P AN
ChY
2M263
CITY OF TUKWI
AN 1 6 19
SYM I '.; REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
-
- REDRAWN.
KB
SB
09.16.97
I A '
OFFICE AREA 2 -03.2, MEZZ DCA -9 -97039
RICE
12 1.97
SEQUENCE OF . ?E HA lUrsi
/AC SYSTEM, ACU -1, ;ACU -2:. -
A. GENERAL:
, 1. - SYSTEM PROVIDES HEATING, COALING, VENTILATION, AND SPACE PRESSURIZATION.•
B. SYSTEM START /STOP: .. .
1 PROGRAMMED SCHEDUUNG 'AIR CONDITIONING COIL UNITS ARE OPTIMALLY STARTED AND STOPPED BASED UPON TIME CLOCK.
,PROGRAMMED OCCUPIED AND UNOCCUPIED. TIMES, WITH WEEKDAY, WEEKEND AND HOLIDAY SCHEDULES.
2. WHEN - SHUT - DOWN' OF.A1R.' CONDITIONING UNITS OCCUR,' THE OUTDOOR AIR. DAMPERS. AND. AIR VALVES SHALL BE IN THE CLOSED POSITION.
MINIMUM OUTDOOR AIR; OUTSIDE AIR . FLOW MAINTAINED AT A CONSTANT VALUE BY OPERATION - OF A MINIMUM . P05510N SWITCH
•(ADJUSTABLE). _ - THE BUILDING VACS SHALL CONTROL THE HEATING AND COOLING COILS AND FANS TO MAINTAIN' THE ROOM TEMPERATURE SETPOINT
AT 72 DEGREES F DURING OCCUPIED AND. WART -UP MODE AND 55 DEGREES F, (HEA1155), 90 DEGREES F (COOLING) DURING UNOCCUPIED 'MODE.
SMOKE DETECTORS PROVIDED BY ELECTRICAL' SHU' DOWN AIR CONDITIONING UNITS IF SMOKE IS DETECTED.
VAV TERMINAL' UNIT. (ACT - 2 ONLY):
1. ON. CALL FOR COOLING FROM TEMPERATURE TRANSMITTER IN CONFERENCE ROOM, UDC CONTROLLER MODULATES
AR VALVE OPEN TO MAXIMUM DESIGN CFM TO MAINTAIN COOLING SETPOINT. ON DROP IN CONFERENCE ROOM SPACE TEMPERATURE,
AR VALVE MODULATES TO MINIMUM DESIGN CFM. - -
ALL TEMPERATURE CONTROLS SHALL BE BARBER /COLMAN.
POINT OF CONNECTION TO EXISTING, CMCS IS APPROX. 100 LF.
AIR ECONOMIZERS. SHALL. BE CAPABLE OF PROVIDING- PARTIAL COOLING EVEN WHEN ADDITIONAL MECHANICAL COOLING IS REQUIRED TO MEET
THE REMAINDER OF THE COOLING. LOAD. CONTROLS SHALL .NOT PRECLUDE THE ECONOMIZER FROM OPERATION. WHEN MECHANICAL COOLING IS REQUIRED.
AIR - ECONOMIZERS SHALL BE CONTROLLED BY A SYSTEM CAPABLE. OF DETERMINING IF OUTSIDE AIR CAN MEET ALL OR PART OF ALL THE RESPECTIVE
SYSTEM COOLING LOAD.
CONTROL SIGNAL FROM
BUILDING CMCS BY CONTROLS
CONTRACTOR,
I ACU =1
FIELD. INSTALLED
CIRCUIT 800D-
GAS.HTR.
AIRFLOW AND.: CONTROL
.DIAGRAM ACU -1
CONTROL SIGNAL FROM
BUILDING CMCS BY CONTROLS
CONTRACTOR - - '
I.ACU -2
FIELD INSTALLED
CIRCUIT BOARD
GAS HTR,
J
OFFICE AREA
NOT TO SCALE
• .AIRFLOW. AND` CONTROL
DIAGRAM ACU -2
NOT TO SCALE
ce
WAG' SYMBOLS
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
APPROVED BY
DEPT.
OFFICE' AREA
DATE
bi±yLl
fl
2M12 M310
RA �-
CONF. RM.
2M12
M310
TITLE
Mqb
MECHANICAL MASTER
CONTROL DIAGRAMS
BUILDING 21 -03.R
TEMPERATURE TRANSMITTER
CURRENT RELAY
SD SMOKE- DETECTOR
CORP. PARK
� Ir •� V
CURRENT REVISION
SHEET
JOB NO
D NO
SYMBOL
g T 10
DCA -9 97039 COMP NO.
21- 03- RFM310
FiECENED
CITYOFTUKWILA
JAN 1 6 1996
PERMIT (1FNTFR
DATE
SYM I REVISION
Y
APPROVED
DATE
SYM
REVISION
BY.
APPROVED
DATE
I
- I- REDRAWN
KB
SB
09.16.97
A , i n FTCE-AREA 21 -032, MEZZ. DCA -9 -97039 -
RICE
12.1.97
-
I
I
r%
El A
%I•■
MEIN
r
NO4B
MO4
rt
'LO4A
EF
NO4A
2" PLUMBING VENT
LSS
4V/48 p e
ilp
1 i
la
N_ INTAKE HOOD
t
f.; PO4
%A...0
B - -- FLEX
AH
R04�
1
SUPPORT
FRAME
48/
a '
PAINT BOOTH
1
I II
gin
® • !I
RS9
u1• I
34/34
AH
SO48
030/3
PLUMBING
VENTS
olUis
GAS CONNECTIO
SEE DETAIL 4 TYPICAL
RFM450 M500
/48
S03
4
3/4 PIPE
SEE DETAIL TYPICAL
RFM450 1 M500
ANCHOR
4 ": PLUMBING VENT tp3
1 1/2"
LfL0034
H
ft 2A
f. (. Tr -
•
PARTIAL ROOF PLAN e- k
SCALE: 1/16 "= 1' -0 ° r
<'3;Y
e
2" PLUMBING VENT
2750 CFM SY
2" PLUMBING VENT ---
T03A
4000 CAM EXH
BLUE -M OVEN ,
VENT - (2)'
2" PLUMBING VENT 1'2 RU3A
100 18 GA
GALV - _ - - -_-
EF
RU3A
240 20 GA,
GALV DUCT
0
2" PLUMBING VENT
PACE #U -24F
UTILITY FAN
SET 3100 CFM
@1.5 ESP
EQUIP #EFRUTA
2" PLUMBING VENT
T
ACCEPTABILITY
THIS DESIGN ANO /OR
SPECIFICATION IS APPROVED
APPROVED BY DEPT. DATE
DRAWN
DAIS
CHECKED
APPROVED
APPROVED
SUBTITLE
HVAC ROOF PLAN
c
CORP.PARK
N\q 0006
BUILDING 21 -03.R
MECHANICAL MASTER COL. H -U 1 -
G - NATURAL \S P
cp _ ❑M1I � vuv_
POINT OF ;ONNECI
a®
•N04
Ail
RTO4A
m
CT
NO3
AHU
m
WAS
AH
225
RJO4A
RAL NO
AS
GEN RAL NO
r 1 '7 • ( TRANS D
YC0090D4LC 90 MBH T
3000, CFM, 1.25 -ESP.
T
120 MBH 2 STAGE HEA
81% AFUE, 3.00 EER,
ECONOMIZER, POWER E
INTERFACE, 460V/3PH,
GEN
RU3A
RU3A
RP2A
RLO2A
WAS
WAS
WAS
WAS
WAS F1�
WAS )
WAS
)
nn�
WAS
WAS
CONSTRUCTIO J NOT
KEY
SCALE
)
VNF LOW
TAL - CAf
2 HP
INPUT
DUAL C(
-IAUST,
22.0
PLAN
NONE
.� ,e7,777.77- � 21
-
ON
AS ROOF UNIT MODEL
70 MBH SENS. CAP.,
ERSIZEF a MOTOR,
97 MIT/ HEAT OUTPUT,
PRESSOR,' DOWNFLOW
ONVENTIONAL THERMOSTAT
A..
)
=
0
DATE
)3- RFM450
OMP NO
RECEIVED
CITY OF TUKWILA
JAN 161996
PERMIT CENTER
1
APPROVED
REVISION
APPROVED
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIfICAT1ON IS APPROVED
APPROVED BY
SUBTITLE
DETAILS
LAY— I
CEILIP
SYMBOL
Y NO COMP NO.
DCA 9 -97039
c na 21- 03 -M500
UNION
TYPICAL
G >
GAS `PIPE
GAS CON NECTI O \ TO
NO SCALE
PRESSURE REGULATOR,
240 CFH, INLET PRESSURE
5 PS1, OUTLET PRESSURE
10 INCHES OF WATER.
DRIP LEG - J �IIIIIIiIIIIIIl
FLEX PIPE
VAC U \IT
HVAC
UNIT
(TYPICAL)
=TA
RFM450 ( M500
SHEET, METAL
CAP
SEAL WITH
ELASTOMERIC
SEALANT
GAS P
NO SCALE
P
MECHANICAL MASTER
NO SCALE
LINED
DUCT
RE TURN GR
LL
UNIT
BOLT
CEILING GRILLE
TYPICAL
D
NUT & WASHER
1" NEOPRENE PAD
STEEL BEAM
R000TOP UN T SUPPORT DiTA
NO SCALE
NG SUPPORT AT R00=
BUILDING 21 -03
f
A
GAS PIPIN3
L
REM
CORP. PARK
RETURN
PLENUM.-
M500
2 HOLE PIPE STRA
(1 SIZE LARGER THAN PIPE)
.IR
N
0
4x6 TREATEDNOD
BY GENER L CONTRA TOR
RECEIVED
CITY OF TUKWILA
JAN 1 6 1998
PERMIT CENTER
if - II S
1' -0" MIN. TO EXIST.
ADJACENT PURLIN
�
EXIST. 12x12
DF 1 COL.
1 ' 1
GLB
I
EXIST.
I I TS 4x4X3/16
— EXIST. 12x12
DF 1 COL.
#
EXIST. 9x29 1/4
%I
� COLUMN, BELOW
I
EXIST. 9x37 3/8 GLB r
–
1
I I
EXIST. 7x34 1/8 GLB
I
1
12 2x2A U
■
I
LOCATIONS OF
1
1
i
L4x4x1/4 x
+1
EXIST. 6 "4 PIPE – BELOW
EXIST. ROOF STRUCTUR
0' -6" CONNECTORS
(nP)
EXIST. TYP. PANELIZED ROOF
1/2" PLYWOOD CDX 32/16
"oc
2x4 @ 24 DF
#2
L4x4x1/
Q
ADD 2x4 SUB – PURLIN !
S
to
°
iiR p?x
■
MAX WEIGHT OF c
UNIT = 100 lb
-
HVAC UNITS INSTALLED
ON W12 FRAME PER
MECHANICAL DRAWINGS
to
,_
M
I
N
PER
'ti;
o
4 ,,,,,,
IF
B
,r
L4x4x1/
(2 TOTAL)
EXIST.
EXIST. 12x12
TS 4x4X3/16
COLUMN
EXIST. 12x12
/ DF #1 COL.
EXIST. 9x29 1/4 GLB
DF #1 COL.
1
BELOW
EXIST. 7x34 1/8 GLB
L W12x26i
LJ I
r
2' -7i t 181
I c
VERIFY FRAME WIDTH
TO SUPPORT UNIT
BASE WITH HVAC
c,
`.-
L4x4x1/4
6 4111:1111_
®®
UNIT SUPPLIER
--S
N
ADD 2x4 SUB – PURLIN c.
PER • -----1-------__
®
O
l bs
E
'"�
MAX WEIGHT
_
UNIT – 1000
DUCT PENETRATIONS THRU OPENING
ROOF PER ARCH. DWGS. r
HVAC UNITS INSTALLED
ALIGN DUCTS TO AVOID ,I's ON W12 FRAME
EXIST. 2x4 SUB – PURLINS
PER
DRAWINGS
Al
MECHANICAL
(PCP.) S L4x4x1 /4
(2 TOTAL)
r EXIST. 12x12
DF #1 COL.
XIST. 9x 37 3/8 GLB
EXIST. 12x12
DF #1 COL.
4 "4 STD.
(6 TOTAL)
PIPE
LW12x26 1
EXIST. 7x34 1/8 GLB
EXIST. 9(29
1/4
a
` r. f EXIST.
16
I
TS 4x4X3
COLUMN
BELOW
STM
ORIG.
REVISION
OFFICE AREA 21 - 03.2 MEZZANINE
BY
JHR
APPROVED
DATE
12/22/97
SYM
60' -0"
PARTIAL ROOF FRAMING PLAN 0
SCALE 1/4 " =1' -0"
REVISION
BY
APPROVED
DATE
NOTE:
SEE MECHANICAL DRAWINGS FOR LOCATION
OF HVAC UNITS AND ROOF PENETRATIONS.
DO NOT CUT EXISTING 2x4 SUB – PURLINS.
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
APPROVED BY
0
DRAWN ' 12 99 22 SUM. KJT 97
GENERAL STRUCTURA
(The following apply unless shown otherw
CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION S
SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDI
2. DESIGN LOADING CRITERIA
ROOF LIVE LOAD (EXISTING) 25 PSF
MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AN I CONDITIONNS PRIOR TO
COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONS RUCTION SHOWN ON THE DRAWINGS ARE INTENDED
AS GUIDELINES ONLY AND MUST BE VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE S RUCTURE AN STRUCTURAL COMPONENTS UNTIL ALL
FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE ITH THE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND TiE METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL
SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS
AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS 0 ANY TRADE CONTRACTOR. THE
STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORR CT, OR REPORT ANY HEALTH OR
SAFETY DEFICIENCIES OF T1 OWNER, CONTRACTORS, OR OTHE'l ENTITIES tR PERSONS AT THE PROJECT SITE.
7. CONTRACTOR– INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO TH': ARCHITECIT AND STRUCTURAL
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTR CTION.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. HERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY TH'- ARCHITECT AND THE STRUCTURAL
ENGINEER.
STEEL
9. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHA I1 BE BASED ON THE LAITEST EDITIONS OF THE
A.I.S.C. SPECIFICATIONS AND CODES:
1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS – ALLOWABLE' STRESS DESIGN.
2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, A ENDED BY THE DELETION OF THE
FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTI JTES THE OWNER'S ACCEPTANCE OF
ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS
DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPAR1TI0N OF THESE SHOP DRAWINGS."
10. STRUCTURAL STEEL, INCLUDING PLATES, PIPES AND ROLLED S APES, SHA CONFORM TO ASTM A36,
Fy = 36 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A307.
11. ALL A307 CONNECTION BOLTS SHALL BE INSTALLED TO THE S UG –TIGHT C)NDITION PER UBC 2° :. , IN
STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED 'ECOMMENDA IONS.
12. ALL STEEL SHALL BE HOT– DIPPED GALVANIZED. ALL FIELD WELDED AREAS SHALL BE TOUCHED UP
WITH ZINC –RICH PAINT (GALVACON OR EQUIVALENT).
PARTIAL ROOF FRAMING PLAN
BUILDING 21 -03.RF
OFFICE AREA 21 -03.2 MEZZANINE
STRUCTURAL MASTER COL. 1- 4.5 /H –N CORP. PART{
L NOTES
se on the pI
ALL CONFOR A TO THE DRAWINGS,
[ION).
ms)
FED J,1
RECEIVED
CITY OF TUKWILA
J AN 2 3;1598
PERMIT CENTER
COMP NO.
KA -91-97039 21- 03– RFS162
21- 03- RFS182
REFER TO INFORMATION /
AT RIGHT FOR CONN.
CUT AND PATCH ROOF
AND PLYWOOD SHEATHING
AT PIPE COLUMN CONN.
SECTION
SCALE: 3/4" = 1' -0"
IL 4x4x1/4 x 0' -6"
(6 TOTAL
1/4 "x6 "x1' -0" CONN.
12 PLATE BEHIND
EXIST. 6x16
PURLINS
EXIST 3/4" GYP. BOARD
CEILING
— EXIST. 7x34 1/8 GLB
SECTION
W12 -
PLAN
VIEW
TYP. /16 V 1
w 12x26 1
BEAM
PL 1/ 2 "x8 "x1' -O" (6 TOTAL)
EXIST. 1/2" PLYWOOD
' EXIST. 2x4
SUB - PURLINS
y 1/2" CLR. -- COL. CAP PLATE
1 /2 "x8 "x1' -0"
1/4
1/4V (
4 "4 STD. PIPE (TYP.)
1/4V (TIP. 7 1/2"
BENT PL. 1/4"x 10"1 110"
x 0' -9" LONG w/
(4)3/4 "0 A307 THRUBOLTS
SPACE BOLTS 6" APART
HORIZ.
\— EXIST 3/4" GYP. BOARD
CEILING
EXIST. 7x34 1/8 GLB
STRUCTURAL FRAME
CAULK WITH
ELASTOMERIC SEALANT
DRAW BAND
WATERTIGHT UMBRELLA
NAIL PRE - FORMED FLASHING
BOOT (COMPATIBLE WITH
EXIST. ROOFING MATERIAL)
TO WOOD NAILER - FLANGE
SET IN MASTIC OVER ROOFING -
PRIME FLANGE BEFORE STRIPPING.
SEE ARCH. DWGS. FOR FLASHING
INFORMATION.
CONNECTION
PER A /S2
EXIST. GLULAM BEAM
W12
6
6
r W12x26 BEAM
EXIST.
TS COLUMN
BEYOND
ANGLE TO
BM FLANGE
SECTION
SCALE: 1 1/2" = 1' -0"
/ i
/j /
// / ...-"; \
..../ /
% /
W12 PER PLAN
DATE SUBRRE
12
MECH. UNIT
BUILDING 21 -03.RF
EXIST. 2x4
SUB - PURLIN
FRAMING DETAILS
PLAN
SCALE: 3/4" = 1' -0"
OFFICE AREA 21 -03.2 MEZZANINE
STRUCTURAL MASTER COL, 1- 4,5 /H -N CORP, PARK
NOTES: 1. ALL STEEL
GALVANIZED
2. PAINT ALL STEEL FRAMING
GRAY TO MATCH EXISTING.
NEW DUCT OPENING
OR.
. 12/22/97 - ___
____MO _ ______
MI MEI ME NM
M MI= — MI
ui
PROVED al
OFncE AREA 21-03.2 MEZZANINE
REV63N B! APPROVED
SYM REVISION
BY APPROVED
2 -01 -97
ACCEPTABILITY KJT
THIS DESIGN AND /OR
SPECIRC 110N IS APPROVED
97
TEMS SHALL BE
ADD 2x4 ADJACENT TO
EXIST. 2x4 WITH 12d NAILS
• 16 "oc ANC A35 CLIPS
AT EACH END TO 6x16 PURLINS
CUP.REN'' It " ON
DCAF - 9 1 - 97039
� T F FS162
RECEIVED
CITYCFTUKWILA
IAN 2 3 1ST3
A ERA , T CENTER
., DMP N2
PCA-9-9703g 1- 03 -P`'
N0' 03- RFS162
D� D
VICINITY MAP
7 -127
KING COUNTY
CBVIER (FAA)
99
FROM SEATTLE — TACOMA AIRPORT
DEVELOPMENTAL CENTER
EST MARGINAL WAY
CORPORATE PARK
FROM DOWNTOWN SEATTLE
599
TUKWILA
co
900
FROM KENT\
& AUBURN
157
\\
0
NO SCALE
900
3 D
U L
MMA 35 TO 21
AREA MAP
21 -02
BLDG. 21 -03 ADDRESS
3417 SO. 120TH PLACE
SEATTLE, WA
(EAST MARGINAL WAY
CORPORATE PARK)
21 -03
7
21 -05
PROJECT
SITE
21 -01
0
EAST MARGINAL WAY CORPORATE PARK
O
NO SCALE
ACT A \D
NG 2'413
-03 (MICA-9470M
BOEING DEVELOPMENTAL CENTER
9725 EAST MARGINAL WAY SOUTH
TUKWILA, WASHINGTON 98108
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 COMPLEFICd OF THIS CONSTRUCTION.
PROJECT CHECKLIST
CHECK
BOX
® THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C.,
AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES,
AND COMPLIANCE WITH CITY OF TUKWILA ZONING.
❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 —A.
• BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION.
NUMBER
GENERAL NOTES
OF PRINTS REQUIRED FOR PERMIT PACKAGE:
1. TENANT IMPROVEMENT (STRUCTURAL):
❑ 5 SETS OF ARCHITECTURAL DRAWINGS
1st 5 SETS OF STRUCTURAL DRAWINGS
❑ 5 SETS OF STANDARD DETAILS
❑ 5 SETS OF ENGINEERING CALCULATIONS
❑ 5 SETS OF ENERGY CALCULATIONS
❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS
❑ 2. TENANT IMPROVEMENT (NON — STRUCTURAL):
❑ 4 SETS OF ARCHITECTURAL JRAWINGS
❑ 4 SETS OF STANDARD DETAILS
❑ 4 SETS OF ENERGY CALCULATIONS
❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS
❑ 3. MECHANICAL, 5 COMPLETE SETS.
❑ 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS.
® BRIEF PROJECT NARRATIVE:
CONVERT EXISTING STORAGE SPACE INTO OFFICE AREA
21 -03 —A1
21- 03 -2A01
21 -03 -2412
21 -03 -24281
21- 03 —A505
21- 03 —A506
21- 03 -2E12R
21- 03 -2E12
21 -03 -2E62
21- 03 -2E112
21 -03 -2812
21 -03 -28112
21 -03 -28262
21- 03— RFM450
21- 03 —M500
DRAWING NUMBER
21- 03 —R1S -162
LAND USE CODE
BUILDING CODES
OCCUPANCY GROUP
CONSTRUCTION TYPE
FLOOR AREAS:
BUILDING FOOTPRINT
BUILDING GROSS
SHEET
NUMBER
91
2401
2412
24281
A505
4506
2E12R
2E12
2E62
2E112
2812
29112
28262
RFM450
500
RES -162
BUILDING HEIGHT
STORIES
OCCUPANT LOAD:
HANDICAPPED REQUIREMENTS
FIRE PROTECTION
EXTERIOR NON— BEARING WALL
STRUCTURAL FRAME
ROOF
SEISMIC ZONE
WIND LOAD
SNOW LOAD
DRAWING INDE
TITLE SHEET
EXITING PLAN
FLOOR PLAN
REFLECTED CEIUNG PLAN
DETAILS
SECTIONS
LIGHTING REMOVAL
LIGHTING
208Y/120V POWER
4809 POWER
HVAC PLAN
PLUMBING PLAN
FIRE PROTECTION PLAN
HVAC ROOF PLAN
DETAILS
TITLE
ROOF FRAMING PLAN
CODE SUMMAR`r
X
AREA /EXIT CALCULATIONS
1ST FLOOR TOTAL: 38,000 SF
OFFICE: 21,438 SF /100 = 215 OCCUPANTS
COMPUTER ROOM: 12,318 SF /300 = 41 OCCUPA OT0
TOTAL: 258 OCCUPANTS
2ND FLOOR TOTAL: 38,000 SF
OFFICE: 32,847 SF /100 = 327 OCCUPANT
STORAGE: 1,020 SF /300 = 4 OCCUPANT
TOTAL: 331 OCCUPANTS
GRAND TOTAL: 587 OCCUPANTS /50 = 11.74 LF REQ
12.00 LF PROVIDED EXIT WIDTH
SYM
A
B
MMA 35 TO 21 -03
MMA 35 TO 21 -03
REVISION
4160129 -00
J#160129-00
0Y
G9M
JRB
APPROVED
DATE
11.05.97
11/11/97
REVISION
APPROVED
SYM
BY
DATE
L eM P L I SFAW 6
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
APPROVED BY
DEPT. DATE J.REPASS
CHECKED
DRAWN
B. LOOMIS
CHECKED
ENGINEER
DATE SUBTITLE
12 -1 -97
12 -1 -97
TITLE SHEET
APPROVED
APPROVED
TITLE
BUILDING 21 -03
ARCHITECTURAL MASTER COL.
TUKWILA
1994 U.B.C., U.F.C., IJ.P.C., WASH NGTON STATE ENERGY CODE
AND THE WAC 51 -20 AS ADAPTE' OR AMENDED BY LOCAL
ORDINANCES AND CO PLPANCE WIl -I CITY OF TUKWILA ZONING
GROUP B (OFFICE) AND 5 -1 (ST. RAGE)
TYPE V —N (SPRINKLERED)
236,530 SF
256,948 SF
30' -6"
2
1,274
BARRIER FREE
SPRINKLERED
UNPROTECTED
1 —HOUR AT OFFICE;
1 —HOUR AT OFFICE;
3
80 MPH EXPOSURE
25 PSF
IIFIED RXIT WIDTH
V —N AT W REHOUSE AREA
V —N AT W REHOUSE AREA
C
c
IE
C URRENT Rc
DCA-9 -97039
SHEEG
DWG ND.
REVISION
N59BER
DATE
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
12 -1 -97
RECEIVED
CITY OF TUKWI
JAN 1 1998
PEF1
DATE
12 -1 -97
SYMBOL
;SIGN
Al
1CA -9 -97039
21 -03 —Ai
COMP NO.
Olt
OM
NI
OPEN
OFFICE
CD
6
SECOND FLOOR PLAN
SCALE: 1" = 30'
SYM
A RELOCATE ENG. CONF. RM.
REVISION
167020 -00
13 OFFICE AREA 21 -03.2 DCA -9 -97039
BY
MRM
BLL /JKR
APPROVED
SYM
REVISION
BY
APPROVED
DATE
5 -09 -96
12 -1 -97
DAZE
gLASWE'ArAft
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
APPROVED BY DEPT.
DATE
DATE
12 -1 -97
12 -1 -97
SUBTITLE
TITLE
ARCHITECTURAL MASTER
SECOND FLOOR PLAN
BUILDING 21 -03.2
COL. ALL CORPORATE PARK
DRAWN
B. LOOMIS
CHECKED
ENGINEER
J. REPASS
CHECKED
APPROVED
APPROVED
CURREN
SHEET
JOB NC
DWG NI
LEGEND:
F — EXIT RATHWAY
GENERAL NOTES:
M9B - 0 off
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 CON RACTOR SHALL VERIFY ALL EXISTING
CONDITIONS PRIOR TO THE START OF CONSTRUCTION.
CONTRACTOR SHAL CO- ORDINATE THE WORK OF ALL TRADES
REQUIRED TO COMPLETE THE WORK. AFTER COMPLETION OF
CONSTRUCTION, PATCH, REPAIR, AND PAINT THE ADJACENT
SURFACES TO MAT 1-1 EXISTING CONDITIONS.
flM6toos
RECEIVED
CITY OF TUKWILA
JAN 1 S 1990
Pawn
T REV SIGN
SYMBOL A
2A01
DCA -9 -97039
DATE
12 -1 -97
COMP N0.
21- 03 -2A01
\\
OPEN TO
FIRST FLOOR
i1
A
2Al2 A506
fr
fr
B
121A506
v
VISIBILITY ROOM
OCCUPANCY = 3
AREA = 320 SF
OPEN OFFICE AREA
OCCUPANCY = 44 (B OCCUPANCY)
AREA = 4,462 SF
ELECT. EQUIPT.
DRINKING
FOUNTAIN
1 / 8 " = 1' - 0"
A
2Al2LA506
REVISION
OFFICE AREA 21 -03.2 J #DCA -9 -97039
12 -1 -97
DRAWN
B. LOOMIS
CHECKED
APPROVED
APPROVED
12 - 1 - 97
REVISION
el LowErAfraw.
�
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
APPROVED BY
12 -1 -97
SECOND FLOOR PLAN
3MEET
ENSIGN
12 -1 -97
FLOOR PLAN
OPEN TO
0RST FLOOR
TITLE
ARCHITECTURAL MASTER
'PRO IDE AN INSTALL NEW SUSPENDED CEILING
;SYSTEM. G'ID SYSTEM SHALL BE 24" x 48"
30 IN DXL SERIES". INSTALL PER MANUF'S
00 414\ 1om`'; e '_INST2UCTIONS AND PROVIDE STANDARD SEISMIC
^N '1 ' 2A%e BRACING AT 12' 0" O.C.E.W. (REFER DETAILS). ALL
; CEIL NG TILES SHALL BE 5/8" "ARMSTRONG #895 ",
INSTALL N CEILING AT THE HEIGHT OF 2" ABOVE
:TOP OF EXISTING MOTION UtIRCIURS. (APPROX.
` ..LO' ;0 ABOVE FINISH FLOOR - 1 '�RIFY EXACT HEIGHT).
BUILDING 21 -03.2
COL. 1- 4.5 /H -N CORP. PARK
ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABL: CODES. DISPOSE OF ALL SURPLUS MATERIALS AT
THE DIREC ION OF BOEING CONSTRUCTION MANAGEMENT
PERSONNEL, LUIN RACTOR SHALL VERIFY ALL EXISTING
CONDITIONS I PRIOR PTO THE START OF CONSTRUCTION.
O CONTRACTOR SHAL CO- ORDINATE THE WORK OF ALL TRADES
REQUIRED TO COM LETE THE WORK. AFTER COMPLETION OF
CONSTRUCTION, PA CH, REPAIR, AND PAINT THE ADJACENT
SURFACES TO MAT 'H EXISTING CONDITIONS.
GENERAL NOTES:
Citik
QONSTRUCTI NOTES
PATCH /REPA�R ALL EXISTING GYPSUM BOARD WALLS
COL. FURR- UTS, ETC. TO PREPARE THEM TO RECEIVE
NEW PAINT. QAINT 1 COAT PRIMER & 1 COAT FINISH,
"BDC -1 ", S MI -GLOSS LATEX. EXTEND
PAIN • 4' ABOVE SUSPENDED CEILING HT. PROVIDE
AND INSTALL NEB, 4" VINYL BASE, COLOR
SELE;TED Bl BOEING.
ERECT FULL HT. WALL (FROM FLOOR TO UNDERSIDE
OF :XISTING DECK ABOVE) OF 5/8" TYPE -X GYP.
BD. SNCH SIDE OF 3 1/2" MTL. STUDS (20 CA.) AT
16" D.C. (PINT PER NOTE Al) WITH FULL -THICK
ACO STIC B TT INSULATION.
TAPE AND S L ALL WALL PENETRATIONS BY
DUCTS, CON UITS, ETC.
PRO IDE AN INSTALL NEW 3' -0" X 7' -0" S.C. WOOD
DOOR AND I.M. FRAME. HARDWARE: LATCHSET -
YALE AUGUSTA #AU5401L x 1210 CYLINDER, US26D
KEYED BY TOEING LOCK AND KEY. HINGES - HAGER
1 1)'2 PAIR #BB1279, 4 1/2" x 4 1/2" US26D, -
CLO ER ALE #PA403 x`LSBX x SNB, PAINT DOOR
3325 BY PRESERVATIVE PAINT.
ri Ex911O: fA 1Y
PAINT COLU N IDENTIFICATION NUMBERS PER
BOEING STA IDARDS, EACH COLUMN.
INSTALL "ORIANIZATION SIGNS" PER BOEING
STANDARDS NT EACH ENTRY DOOR, 5' -0" A.F.F.
REMOVE EXI TING GYPSUM BOARD ON WALL TO
INSTALL CONDENSATE DRAIN AND INSTALL NEW
GYPSUM BO RD AFTER INSTALLATION. (SEE PAINT
INFORMATION IN NOTE Al ABOVE.
2A17
2014
2015
EY PLAN
2Al2
2013
' QFTU
2 0N 16 1998
)CA - 9 - 97039 COMP ND
21- 03 -2Al2
O. \21- 03 \2Al2DWC FACIUIIES 8/4/1942 9:48 AIL
i
111 III
l I
II I
I
OPEN TO
FIRST FLOOR
I
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•
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A
ra
r.
0
III
EXISTING
2 -HR. WALL
SYM
A
REVISION
OFFICE AREA 21 -03.2
J ;Y DCA -9 -97039
BY
BLL /JKR
APPROVED
DATE
12 - 1 - 97
SYM
REVISION
262811 A506
EXISTING 2 -HR. WALL
FULL HEIGHT WALLS
MAIN RUNNERS IN THIS DIRECTION
REFLECTED CEILING PLAN (=,
1 / 8 " = 1 ' - 0 "
BY
APPROVED
DATE
OPEN TO
FIRST FLOOR
ACCEPTABILITY ,AWN LOOM:
ECREO
SP:. .CATION IS APPROVED
APPRC D BY DEPT. DATE I �A$`
> DESIGN AND /OR
O
RETURN AIR GRILLE
2X4 FLU RESCE4T LIGHT FIXTURE
AIR SUP'LY
DATE
12 -1 -97
12 -1 -97
Mq
SUBTITLE
REFLECTED CEILING PLAN
TITLE
BUILDING 21 -03.2
CURRE
SHEET
JOB N
LEGEND
• SPR I NKL :R HEAP
CONSTRUCTION NOTES
PROVIDE AND INSTILL NEM1 SUSPENDED CEILING
SYSTEM. GRID SYSTEM SHALL BE 24" x 43"
"DONN DXL SERIE• ". INSTALL PER MANUF'S
INSTRUCTIONS AND P.ROVI E 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 '�HE HEIGHT OF 2" ABOVE
TOP OF EXISTING MOTION DETECTORS. (APPROX.
10' -0" ABOVE FIN. FL. -!, VERIFY EXACT HEIGHT).
NOTE: CEILING H -. AT CONFERENCE ROOM TO
BE 9' -0" ABOVE =WISH F
2616
2017
r
2615
I'CEY PLAN
L
2613
0
e RECEIVED
CITY OF TUKWILA
JAN I 1993
PERMIT CENTER
PROVIDE CLEARANCE
AT OPPOSITE WALLS,
(NOT ATTACHED).
ATTACHED AT STARTING
AND ONE ADJACENT WALL
CEILING GRID
AT WALL - SECTION (TYP)
SCALE: NONE
STRUT - SECTION (TYP) (1- 1
SCALE 3'= 1' -0"
#12 GA. HANGER WIRE, TYP.
3 TURNS, MINIMUM
(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)
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 SPLAY WIRE, TYP
3 FULL TURNS EACH END
SCREW EYE
12 GA. SLACK AND /OR
SPLAY WIRE, TYP
3 FULL TURNS EACH END
HANGER, SLACK AND
SPLAY WIRE - SECTION (TYP) n
SCALE: 3 " =1' -0" AA505 A505 A505
A
REVISION
OFFICE AREA MEZZ. DCA -9 -97039
BL / JKR
APPROVED
DATE
8" MAX.
12 -1 -97
A505
SYM
( 5D5
FUSION
12 GA. VERTICAL
HANGER WIRE
W
45'
45'
CROSS TEE /I�� 45'
MAIN TEE MAIN TEE
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
BY
APPROVED
DATE
LOCATE VERTICAL COMPRESSION POSTS
rr__ ________--
(U.S.G. COMPRESSION POST OR 1" EMT)
PER DETAIL
A500
AT 12' - O.C. EACH WAY, LOCATED
4' -0" MAX. FROM PERIMETER WALL
ATTACH TO STRUCTURE ABOVE
PER DETAIL gyp\
A500
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
B®E7iW
FACILITIES DEPARTMENT
6' -0"
MAX
1 4' -0" I 12' -0"
MAX ON CENTER
MAX.
CEILING
STRUT - DETAIL (TYP)
SCALE: NONE A505
SLACK WIRES !�'
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
A __ MAIN RUNNERS (12' -0" L TYP.)
2Al2 A505
O 0
O 0
O 0
ACCEPTABILITY
iN5 DESIGN Igt
SPECIFICATION IS PPPROVEO
APPROVED BY
DUCT
DEPT.
1112 WIRE PERIMETER HANGERS,
8" MAX FROM WALLS
#12 WIRE HANGERS AT 4' -0" 0.C.
EACHWAY SUSPENDED FROM
STRUCTURE ABOVE.
CEILING BRACING AT
12' -0 "x12' -0" 0.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)
MIN. 24 GA. GALV. FLASHING
50# ASPHALTIC PAPER, MOPPED ON
EXISTING ROOF DECK AND ROOFING
DRAWN BY
O. LOOMIS
CHECKED
ENGR
J. REPASS
CHECKED
APPROVED
PROVED
DA EE
12 -1 -97
12-1 -97
REF. RFS162 FOR LOCATION OF DUCT PENETRATION
VERIFY SIZE WITH MECH. DWGS.
DUCT
SQUARE DUCT
DUCT PENETRATION THRU
ROOF - SECTION (TYP)
SCALE: NONE
TlE
ARCHITECTURAL MASTER
LEGEND:
GENERAL NOTES:
1. ASBESTOS NOTIFICATION:
A GOOD FAITH SURVEY OFI THE AREA HAS BEEN CONDUCTED
AND ASBESTOS CONTAININ' MATER 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 -ACILTTIEO DEPARTMENT IF
ASBESTOS CONTAINING MATERIAL IB DAMAGED OR DISCOVERED
THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK.
THE FOLLOWING MATERIALS IN THE AREAS ADJACENT TO
THIS JOB ARE ASSUMED 73 BE POSITIVE FOR ASBESTOS:
A. PIPE INSULATION
B. VIBRATION JOINT CLOTH
C. FLOOR TILE
D. FIRE DOOR INSULATION
SECTIONS AND DETAILS
BUILDING 21 -03
Oi,i% .
CONSTRUCTION NOTE$:
1' -6"
MIN.
CANT STRIP,
2 X 10 TREA
6
A505 A505
L
FROM, X 4
ED CLIJRB, TYP.
RECEIVED
CITY OF TUKWILA
JAN 1 E 1998
PERMIT CENTER
DOT
LAST !TENSION I SYMBOL
SHEET
A505
C.
DATE
OF
JOB N0.
DCA -9 -97039
DWG N0.
21- 03 -A505
sru
A
RNSUn
OFFICE AREA MEZZ. DCA -9 -97039
r:N
;POL
'►j `I
mit
_i111 _�_
iEISMIC BRACING ®12' -0" O.C.E.W.
iEE STD. DTLS. SHT. A505
_XIST. 4"x4" T.S. COL. WITH FURRING
r VINYL BASE ALL AROUND
JEW CARPET BY BOEING OVER EXIST.
11/8" PLYWOOD FLOOR
IMF 'MINIM
rAmmA""HE
I-
EXIST. 1 -HR. GYP
CLG. W/ ACCESS
PANELS
EXIST_ 6"x16" PURLINS
8' -0" O.C.
EXISTING 2x4'S
2' -0' O.C. BETWEEN
PURLINS
SECTION
SCALE: 1/4" = 1' -0"
BL / JKR
REFER DUCT PENETRATION DTL., SHT. A505
EXIST. CLG. - 2 LAYERS 5/8"
TYPE -X GYP. BD.
DATE
12 -1 -97
Sr
RNSION
A5061A505 7 REFER MECH. DWGS. FOR MECH. EQUIPT.
A
2Al2 A506
BY
REFER STRUCT. FOR MECH. EQUIPT.
SUPPORT FRAME
EXISTING ROOF
APPROVED
DATE
BOTTOM OF EXIST. GLU -LAM
BEAM BEYOND I
EXIST. 2 HR.
WALLS
EXISTING
CORRIDOR
D.
ASPLFEZAW
FACILITIES DEPARTMENT
FIN. FLR. - 2ND
ACCEPTABILITY
iws owDN ANO/DR
SPECIFICATION IS APPROKU
W PR . B
DEPT,
NOTE: PAINT WALLS TO 4'
ABOVE FIN. CLG.
12 -1 -97
Amnia
2Al2 A506
SECTIONS AND DETAILS
PO
-0,3
D.C.
SNEt1
CVO
A506
DATE
WALL SECTION
SCALE: 3/4" = 1' -0"
DRAM By
8. LOOMIS
CHECKED
�NCF
J. REPASS
CHECKED
VISIBILITY ROOM
12-1-97
N
n
EXIST. GYP. BD.
OPEN OFFICE
NEW 4" VINYL E
CARPET BY BOE
ARCHITECTURAL MASTER
CLG. (2 LAYERS 5/8" TYPE -X)
5/8" TYPE -X GYP. BD. : SIDE OF 3 1/2" MTL.
STUDS ® 16" CLC. WITH FULL THICK ACOUSTIC
BATT INSULATIOP
- NEW LAY -IN ACOUSTICAL CLG
DONN SERIES DXL WITH
24" x 48" ARM STRONG 895
CLG. TILES
I I
- BLOCK AS REQUIRED
qg
EXIST. PLYWOOD', FLOORIN
i
BUILDING 21-
TR EA
ASE ALL
NG
AROUND
_ FIN_ FLR__�_
JOH No
D
13' -0" ±
RECEIVED
CRY OF TUKWILA
JAN 1 6 1996
PERMIT CENTER
DCA -9 -97039
21- 03 -A506