HomeMy WebLinkAboutPermit D18-0305 - BOEING #9-098 - TENANT IMPROVEMENTBOEING #9-098
9725 E MARGINAL WAY S
BLDG 9-098
D18-0305
Parcel No:
Address:
0
City of Tukwila
0
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: htta://www.TukwilaWA.gov
DEVELOPMENT PERMIT
0003400018 Permit Number: D18-0305
9725 E MARGINAL WAY S BLDG 9-098 Issue Date: 10/22/2018
Permit Expires On: 4/20/2019
Project Name: BOEING #9-098
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
BOEING COMPANY THE
PO BOX 3707 M/C 20-59 PROPERTY
TAX DEPT, SEATTLE, WA, 98124
MARTIN PROBST Phone: (206) 852-4985
PO BOX 3707; M/C: 46-208 , SEATTLE,
WA, 98124
CLEMENTS GENERAL CONSTR INC
15805 SE 264 ST, KENT, WA, 98042
CLEM EGC05005
BOEING COMPANY
PO BOX 3707 , SEATTLE, WA, 98124
Phone: (253) 631-8106
Expiration Date: 9/10/2020
DESCRIPTION OF WORK:
TENANT IMPROVEMENTS TO THE 9-98 BUILDING TO RECONFIGURE AN EXISTING SECURE SPACE FOR A NEW LAB.
INCLUDES CONSTRUCTION OF NEW NON-BEARING WALLS AND TWO ACOUSTIC DOORS. MINOR ELECTRICAL AND
MECHANICAL WORK TO BE APPLIED FOR BY OTHERS. BLANKET PERMIT BPA17-0009
Project Valuation: $168,000.00 Fees Collected: $3,757.81
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB
Electrical Service Provided by: TUKWILA
Occupancy per IBC:
Water District: TUKWILA
Sewer District: VALLEY VIEW,TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Volumes: Cut: 0 Fill: 0
Number: 0
Water Meter: No
rj.0:11c
Permit Center Authorized Signature:
Date: (D
1 hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature:
Print Name:
"74 P-665-74-
Date: /6/2,2./241erd
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 clays from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
O 0
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting#urface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
16: Maintain fire extinguisher coverage throughout.
17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1010.1.9)
18: 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. (IFC Chapter 10)
19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1010.1.9.1)
24: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
25: 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 #2437) (IFC 901.2)
26: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.11 of the International Building Code.
0 0
23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
0409 FRAMING
0502 LATH/GYPSUM BOARD
0406 SUSPENDED CEILING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. I/,
Project No.
Date Application Accepted:
Date Applicition Expires:
(For office us only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address:
King Co Assessor's Tax No.: 0003400018
9725 E Marginal Way S, Tukwila, WA 98108
Tenant Name: The Boeing Company
Suite Number: 9-98 Bldg Floor:
PROPERTY OWNER
Name: Martin Probst - The Boeing Co.
Name: The Boeing Company
City: Seattle State: WA Zip: 98108
Address: PO Box 3707; M/C 46-208
Email: martin.r.probst@boeing.com
City: Seattle State: WA
Zip: 98124
CONTACT PERSON — person receiving all project
communication
Name: Martin Probst - The Boeing Co.
Address: PO Box 3707; M/C 46-208
City: Seattle State: WA Zip: 98108
Phone: (206) 852-4985 Fax: (253) 657-4659
Email: martin.r.probst@boeing.com
GENERAL CONTRACTOR INFORMATION
Company Name: Clements General Construction
Address: 15805 SE 264th Street
City: Covington State: WA Zip: 98042
Phone: (253) 631-8106 Fax: (253) 631-8653
Contr Reg No.: CLEMEGC05005 Exp Date: 09/10/2020
Tukwila Business License No.:
11 Applications\Forms-Applications On Line12011 Applications\Permit Application Revised - 0-9-1 t dacx
Revised. August 2011
bb
1
New Tenant: ❑ Yes gl..No
ARCHITECT OF RECORD
Company Name: Rolluda Architects
Architect Name: Eric Cranston
Address: 105 South Main Street, Suite 323
City: Seattle State: WA Zip: 98104
Phone: (206) 624-4222 Fax:
Email: eric@rolludaarchitects.com
ENGINEER OF RECORD
Company Name: Rolluda Architects
Engineer Name: Eric Cranston
Address: 105 South Main Street, Suite 323
City: Seattle State: WA Zip: 98104
Phone: (206) 624-4222 Fax:
Email: eric@rolludaarchitects.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: The Boeing Company
Address: PO Box 3707; M/C 46-208
City: Seattle State: WA Zip: 98124
Rk \1'OO1Page 1of4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 168,000
Existing Building Valuation: $ 72,880,300
Describe the scope of work (please provide detailed information):
Tenant Improvements to the 9-98 building to reconfigure an existing secure space for a new lab. Includes construction of new
non-bearing walls and two acoustic doors. Minor electrical and mechanical work to be applied for by others.
Will there be new rack storage? ❑ Yes
m.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, phis any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
1.,ot Area (sq fl): 2,315,856 Floor area of principal dwelling: 0 Floor arca of accessory dwelling: 0
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Wilt there be a change in use? 0 Yes No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
®..... Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If "yes, attach list ofmaterials and storage locations on a separate 84 /2 "x I I " paper including quantities and Alaterial Safety Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
11 Applications\Etrns•Applications On LindL011 ApplicaI . ns\Permit Application Revised - 8.9.11.doca
Revised August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1s Floor
67,351
1,232
0
0
1I -B
0
oor
:::::
67,351
0
0
0
oor
10,680
0
0
0
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, phis any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
1.,ot Area (sq fl): 2,315,856 Floor area of principal dwelling: 0 Floor arca of accessory dwelling: 0
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Wilt there be a change in use? 0 Yes No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
®..... Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If "yes, attach list ofmaterials and storage locations on a separate 84 /2 "x I I " paper including quantities and Alaterial Safety Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
11 Applications\Etrns•Applications On LindL011 ApplicaI . ns\Permit Application Revised - 8.9.11.doca
Revised August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Tenant Improvements to the 9-98 building to reconfigure an existing secure space for a new lab, Includes construction of new
non-bearing walls and two acoustic doors. Minor electrical and mechanical work to be applied for by others.
Call before you Dig: 811.
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
12...Tukwila
0 ...Water Availability Provided
0... Water District #125
0 .. Highline
Sewer District
...Tukwila ❑...Valley View 0 .. Renton
0 ...Sewer Use Certificate 0...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Se tic Svstem:
[,� On-site Septic System — For on-site septic system. provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which annlv):
❑ ...Civil Plans (Maximum Paper Size— 22" x 34")
❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of --way 0
Non Right-of-way 0
❑ ...Total Cut
0 ...Total Fill
cubic yards
cubic yards
❑ ... Traffic Impact Analysis
❑ ... Hold Harmless — (SAO)
❑ ... (fold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Hood Zone
0 .. Storm Drainage
❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Grease Interceptor
❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization
❑ ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation
0 ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding
0 ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
0 ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size.. WO #
❑ ... Water Only Meter Size WO # 0 ...Deduct Water Meter Size
❑ ...Sewer Main Extension Public 0 Private 0
❑...WaterMain Extension Public 0 Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 ...Water ❑ ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H\Applications\Fonns-Appltcalions On Ltne\2011 Applications\Permil Application Revised - BA -11 doca
Revsod. Aubvst 2011
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Page 3 of4
PERMIT APPLICATION NOTES —
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
11-IEREBY CERTIFY THAT 1 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.
BUILDING (71:',R OR A ITHORI A ENT: y� 9/2_
Signature: �' v.- ,,ii-A--�--� / c>. Date: % �2 et/2,0 ly
p ZO(• 8' S2 ` x`7805
Print Name: 7C,n,-/-r „ /'d S f Day Tele hone:
Mailing Address: / . Ci RCP( 3 76 7; /4/fr LAC Via` Se. Alf 7 L./,t} . 9 g/Z. �f
City Stale Zip
11 `vlpplicationsWorms-.applications On Lone 1_011 ApplicauonsiPermit Application Rev sed - 8-9-11 docs
Revised August 2111
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONSfi�
`• �,"�, +�' � t � 4tic rhe^ b.2« .?4a .�+ L �. d��`$ � 4 a f.Y+'+
ACCOUNT
'"�F CsPN 't�� ., ?qty H t�Ya¢`��*��
QUANTITY
n;� ti� i�, ,*Fk t,;� d9'F :.�
PAID
v��, i �,e � 1 ti
1 - 305 is ress• E MARGINAL. WAY S BLDG 9-098 Apn 000
Credit Card Fee
$109.45
Credit Card Fee
R000.369.908.00.00
0.00
$109.45
DEVELOPMENT $3,541.79
PERMIT FEE
R000.322.100.00.00
0.00
$2,131.39
PLAN CHECK FEE
R000.345.830.00.00
0.00
$1,385.40
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$25.00
TECHNOLOGY FEE $106.57
TECHNOLOGY FEE R000.322.900.04.00 0.00 $106.57
TOTAL FEES PAID BY RECEIPT: R15489 $3,757.81
Date Paid: Wednesday, September 26, 2018
Paid By: MARTIN PROBST
Pay Method: CREDIT CARD 078629
Printed: Wednesday, September 26, 2018 3:28 1 of 1
PM
CAFIPIVSYSTEMS
0 s
CO TUKWILA ETRAKIT
6200 SOUTHCENTER BLVD
TUKWILA, WA 98188
206-433-1870
CITY OF TUKWILA
Date: 09/26/2018 03:27:39 PM
CREDIT CARD SALE
MASTERCARD
CARD NUMBER: **********9321 K
TRAN AMOUNT: $3,757.81
APPROVAL CD: 078629
RECORD #: 000
CLERK ID: Rachelle
Thank you!
Customer Copy
Page 2 of 2
https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 9/26/2018
0 0
CO TUKWILA ETRAKIT
6200 SOUTHCENTER BLVD
TUKWILA, WA 98188
206-433-1870
CITY OF TUKWILA
0017340000802374464500
Date: 09/26/2018 03:27:39 PM
CREDIT CARD SALE
MASTERCARD
CARD NUMBER: **********9321 K
TRAN AMOUNT: $3,757.81
APPROVAL CD: 078629
RECORD #: 000
CLERK ID: Rachelle
X
{CARDHOLDER'S SIGNATURE}
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
ACCORDING TO THE CARD ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
Merchant Copy
Page 1 of 2
httos://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 9/26/2018
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Bcceti..)4 9- Ql%I1(A�i✓A-L.
14
Type of
Address:
% � M�6irtir,4L %✓'S
Date Callen
•
Spea Il nstructions:
I^ ii% �
y"
D e Wanted:
3.,/ Li �,9
p r:
Requester:
Phone No:
07 2-
2d6, 91v 40742-
Approved per applicable codes. 0 Corrections required prior to approval.
OMMENTS:
`01//4)/44e ,ti, -44-C
Inspector:
Date
REINSPECTION FEE REQUIRED. Prior to next inspectio . fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
,0#3 z 7r
Project
00E4 9-000
Type of Inspection:
er-ow4
Address:044#.4L4/16
qji t �
Date ailed:
Special Instructions: /
1
?-071,Requester:
Date Wanted:
p.m.
Phone No:
e 9-0�
'o
69412
Approved per applicable codes.
rrections required prior to approval.
COMMENTS: 61/
Inspector:
$5
Date: /
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPE : '0.
tie -03o5
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pr
'ect:
5 o7 V
�a Inspection:
�(yrA(41
PC
A
9
ress: t
72 "E M
r
�,
,L4
Date Called: 1
Special Instructions:
Date Wanted:
/ — Z Z — z '�y
a.m'
p.m.
Requ ter:
/eig4.0
f:;9
Phone No: �+
- - %-� 7[�
7
i'60J/
MENTS:
pproved per applicable codes. Corrections required prior to approval.
1.66/1/6Ps141,14 3.aot
aka KRAL.
L‘Air o4-
InspectorcgQ
Date: / 2? .
zi5)
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
DIV -036 "6-
6300
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:
lleogn I.6r-
Type of Inspection:
GW 8
Address:,Date
q 72.6" E, rflr 4M - talkSpecial
Called:
Instructions:
/�_ c�$
'1
“Ant) &I Siir
Date Wanted: a.m.
l—If li p.m.
Requester:
(G -
Phone No:
tale - 4zt- (Q4 42.
Approved per applicable codes. Corrections required prior to approval.
COMMENTS: j� /��
OR, sr- J11'�iER, 6-08 OFM-0,0(
s/D€ Rons41 /IA/7 t //P7
zs V-5777-4-1— -'24J' 14yrR
Inspector:
Date: _ / /8
n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
big ceos—
Project:
OCia 46 15
Type of Ins ection: I.
/Me
Address
,,y,/� ��
7%ZSGrild /
Date Ca e
Special Instructions: 4
Date Wanted:74 /
a:m:
rosy ld 61Pt
Plgo.-` 243' -49Y2
Requester:
Pi-Zs'3 - 1
3681
ElApproved per applicable codes. u Corrections required prior to approval.
COMMENTS: fPi�
X -OK 1-0rvtcA.ti9-Ll_
Date: /p
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
INSPECTION NO. Retain a copy with permit PRMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
1Y8 2f
Project:
yJ,048
Type of h n: I
Address:
9' 2 E /
' — Ailfil
Date Called:
s•
Special Instructions:
9'°P4f5
Date Wanted:
/"7 /9
4E16
p.m.
Requesterfir2—T-
VI
Phone No:
- a'c, - 852." L/`l
Approved per applicable codes.
orrections required prior to approval.
COMMENTS:
oJL
Inspector:
Date:/ 7-7o
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
PERMIT COORD COPY 41)
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D18-0305 DATE: 09/25/18
PROJECT NAME: BOEING #9-098
SITE ADDRESS: 9725 E MARGINAL WAY S #9-098
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
,-
Atoc q-)40-rs
Building Division
r ,
Public Works
km Auk (oma --t 8 Ms N/A- 11--go-f6
Fire Prevention Fe Planning Division
Structural
❑ Permit Coordinator . ❑
PRELIMINARY REVIEW:
DATE: 09/27/18
Not Applicable ❑ Structural Review Required
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
DUE DATE: 10/25/18
❑ Approved with Conditions IX'
Corrections Required ❑ Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
12/18/2013
CLEMENTS GENERAL CONSTR TC
Hume Espanol Contact
Safety & Health Claims & Insurance
Washington State Department of
Labor & Industries
•
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Workplace Rights Trades & Licensing
CLEMENTS GENERAL CONSTR INC
Owner or tradesperson
Principals
CLEMENTS, LARRY E, PRESIDENT
CLEMENTS, SHARON L, SECRETARY
Doing business as
CLEMENTS GENERAL CONSTR INC
WA UBI No.
601 578 352
15805 SE 264
COVINGTON, WA 98042
253-631-8106
KING County
Business type
Corporation
Governing persons
LARRY
E
CLEMENTS
SHARON L CLEMENTS;
License
Verify the contractors active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
CLEMEGC05005
Effective — expiration
09/25/1995— 09/10/2020
Bond
...........
WESTERN SURETY CO
Bond account no.
929246406
Active.
Meets current requirements.
$12,000.00
Received by L&I Effective date
04/26/2005 07/27/2005
Expiration date
Until Canceled
Insurance
Mt Hawley Ins Co $1,000,000.00
Policy no.
MGL0182963
Received by L&I Effective date
06/15/2018 07/27/2015
Expiration date
07/27/2019
Insurance history
Savings
No savings accounts during the previous 6 year period.
Help us improve
httns://secure.lni.wa.gov/verify/Detail.aspx?UBI=601578352&LIC=CLEMEGC05005&SAW= 10/22/2018
CLEMENTS GENERAL CONSTR INC
Lawsuits against the bond or savings
No lawsuits against the bond or savings ac during the previous 6 year period.
&I Tax debts
L
......................................
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
876,325-00
Doing business as
CLEMENTS GENERAL CONSTRUCTION
Estimated workers reported
Quarter 2 of Year 2018 "21 to 30 Workers"
L&I account contact
TO / JULIE SUR (360)902-4715 - Email: SURJ235@Ini.wa.gov
Account Is current.
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
No inspections during the previous 6 year period.
Page 2 of 2
O Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington.
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601578352&LIC=CLEMEGC05005&SAW= 10/22/2018
SYM
vICI
\ITY
VAP
PROJECT
SITE
FROM DOWNTOWN SEATTLE
❑ n
14-01
7-127
KING COUNTY
AIRPORT OFFICE
CENTER (FM)
900
rn
99
EXIT
158
d.
EXIT
157
99
EAST MARGINAL WAY
CORPORATE PARK
FROM SEATTLE—TACOMA AIRPORT
DEVELOPv
E\
TAL
599
TUKWILA
CE\TE
FROM KENT.
& AUBURN
900
NO SCALE
REVISION
EXTRS: 9-98 REWORK OFFICE AREA 'A'
EXTRS: 9-98 REWORK OFFICE AREA 'B'
EXTRS: OC: RELOCATE ESTIMATING
BY
APPROVED
DATE
J#180166-02
J#180166-04
J#190083-00
GMM
CMM
GMM
12.14.98
SYM
B
02.11.99
08.11.99
BOEING DEVELOPMENTAL CENTER
9-98 11 N7 LAB
JOB #W5787963
9725 E. MARGINAL WAYS.
TUKWILA, WASHINGTON 98108
AEA
vAP
3UILDI\G AD);ESS:
9725 EAST VAGI\AL WAY SOUTH
TU4WILA, WASHI\GTO\ 98108
PROJECT
SITE
NO SCALE
9-98 3UILDI\G LOCATIO\
REVISION
9-98 RENOVATION ADDENDUM 1
RECORD DRAWING
11N7 LAB
BY
APPROVED
J# 140799-00
J# 140799-00
W5787963
DLR GROUP
DLR GROUP
C/ROLLUDA
D.REID
D.REID
DATE
08.24.06
07.23.07
09.13.18
A
CALCM OFFICE GROWTH
9-98 RENOVATION
J#100005-00
J# 140799-00
TWH
DLR GROUP
03.30.00
D.REID
08.15.06
GE\PAL \OTES
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 BUILDING 9-51.2 COLUMN N/1,
AFTER COMPLETION OF THIS CONSTRUCTION.
PROJECT C H EC
<LIST
CHECK
BOX
Z THESE DRAWINGS CONFORM TO THE I.B.C., I.F.C., I.M.C., U.P.C., N.E.C.
AND THE WAC 51-20 AS ADOPTED OR AMENDED BY LOCAL ORDINANCES
AND COMPLIANCE WITH CITY OF TUKWILA, WASHINGTON ZONING.
® ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 1004.1.2.
El BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION.
® NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE:
❑ 1 TENANT IMPROVEMENT (STRUCTURAL):
❑ 5 SETS OF ARCHITECTURAL DRAWINGS
❑ 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
El 2. TENANT IMPROVEMENT (NON—STRUCTURAL):
z 4 SETS OF ARCHITECTURAL DRAWINGS
❑ 4 SETS OF STANDARD DETAILS
❑ 4 SETS OF ENERGY CALCULATIONS
❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS
❑ 3. MECHANICAL, 4 COMPLETE SETS.
❑ 4. FIRE PROTECTION/SPRINKLERS, 3 COMPLETE SETS.
® BRIEF PROJECT NARRATIVE:
MINOR RECONFIGURATION OF EXISTING SECURE SPACE FOR
NEW LAB. INCLUDES CONSTRUCTION OF NEW NON—BEARING
WALLS AND ADDITION OF TWO ACOUSTIC DOORS. MINOR
ELECTRICAL AND MECHANICAL WORK TO ACCOMMODATE NEW
CONFIGURATION AND LAB EQUIPMENT.
Q,� BOE/NI
o�-
' GISTER D
AR ITE' T
STATE OF WASHINGTON
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED BY
DEPT.
DATE
DRAWN
G.MILLER
DATE
CHECKED
SUBTITLE
FILE COPY
Permit No. b\Q3O5
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted coda or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
By:
Date: /o/2 2 /.,2-4/./
City of Tukwila
BUILDING DIVISION
CODE SUV
VARY
LAND USE CODE
BUILDING CODES
OCCUPANCY GROUP
CONSTRUCTION TYPE
FLOOR AREAS:
BUILDING FOOTPRINT
BUILDING GROSS
FIRST FLOOR
SECOND FLOOR
PENTHOUSE
BUILDING HEIGHT
STORIES
OCCUPANT LOAD:
HANDICAPPED REQUIREMENTS
FIRE PROTECTION
SEISMIC ZONE
DESIGN LOADS:
ROOF - SNOW/LIVE
FLOOR OFFICE (LIVE)
FLOOR — DEAD
FLOOR — MECHANICAL & STORAGE
FLOOR — STAIRS AND CORRIDORS
WIND LOADING
FIRE EXTINGUISHERS:
CITY OF TUKWILA, WASHINGTON
2015 INTERNATIONAL BUILDING CODE (IBC)
2015 INTERNATIONAL FIRE CODE (IFC)
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 NATIONAL ELECTRICAL CODE (NEC)
2015 UNIFORM PLUMBING CODE (UPC)
2015 STATE OF WASHINGTON ENERGY CODE
STATE OF WASHINGTON BARRIER FREE CODE WITH
CITY OF TUKWILA, WA. AMENDMENTS
GROUP B, OFFICE
TYPE II—B, NON-COMBUSTABLE
67,351
145,382
67,351
67,351
10,680
44 FT.
2
NO CHANGES
BARRIER FREE
FULLY AUTOMATIC, F/S CLASS
DESIGN CATEGORY "0"
25 PSF
50 PSF
20 PSF (PARTITION)
125 PSF
100 PSF
80 MPH, EXPOSURE C
r ---
SEPARATE PERMIT
REQUIRED FOR:
aif4pctianIcal
M,hectrical
EP/Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
1 SPRINKLERS THROUGHOUT
TYPE: AMEREX . MODEL 461, RATED
3A:40B:C, 6 LB CAPACITY. MAXIMUM
TRAVEL DISTANCE TO EXTINGUISHER =
75 FEET, MAXIMUM FLOOR AREA PER
EXTINGUISHER = 11,250 SF
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division..
VOTE: : t ravisionS will require a new plan submittal
and may include additional plan review fees.
REVIEWED FOR
CODE COMPLIANCE
. APPROVED
OCT 11 2018
City of Tukwila
BUILDING DIVISION
T i OF TUKWILA
SEP 2 5 2Q18
EMIT CENTER
90%. DESIGN SUBMITTAL
09.13.18
TITLE SHEET
ENGINEER
G.MILLER
CHECKED
APPROVED.
APPROVED
12.14.98
TITLE
ARCHITECTURAL MASTER
11N7 LAB.
BUILDING 9-98
CITY OF TUKWILA
BLANKET PERMIT NO.
BPA 17-0009
CURRENT REVISION' SYMBOL
W5787963
SHEET
GO
D
09.13.18
JOB NO.
W5787963
COMP NO.
DEV. CENTER, WA DWG No.
09-098—GO
c
u
r
c
c
c
C
MATCH LINE -FOR CONTIN
SEE SHEET 1A11
1Al2 A61
13 12
6' -
20'-0"
0'-0"
1 0 /9 ®
15'-8"
0'—
„
20'-
6D c3)
4-
„
15'_8"
20'-0"
K
si
VEST
11L12
F
r
'u
C
11L11
13'-4 1/4'
3'-6" 12'-5"
14'-7"
3'-8 1/2"
'-11 1/4" 7'-9 1
5'-6 1/4"
CORRIDOR
12T5
/2" 3'_3"
9" 11'-3 1/4"
1Al2 A505 REV
1
9
0
TYP./
'-9
1A111 A201
1Al2 A507
0
MATCH LINE -FOR CONTIN
1Al2A62 SEE SHEET 1A13
0-
1A11
-
OPEN OFFICE
11L8
9
FEC D1
„
r.
r.
co
1.0
r.
(11
6
STORAGE
12L6
STORAGE
11L6
3'-10 1/4"
3'-7 1/4"
•
20'-0"
U
1
6'-6"
Q
15'-9„
r
CORRIDOR
11T5
4'-8 1/4"
r.
WP
r.
0
N
r.
11P )�
SMALL OFFICE1
•
11P9
SMALL OFFICE
13R9
SMALL OFFIC
12R9
(12R9
4-
11L3
2'-0"
0
IE&A LAB
11
M3
STORAGE
11N4
13'-11 3/4"
N3
r.
•
•
N
11N3
(11P4
SMALL OFFICE
11P4
(12P4
SMALL OFFICE
12P4
-00
11'-0"
— 12,_4 3/4
2'-6 1/2"
( N1
0
N
U
1Al2 A61
CONFERENC
11M1
6'-2"
r.
00
11N1
SMALL OFFICE
11N2
11N2
9 -6 3/7-
12' -5'
7
1Al2 A505
N
2
3
1Al2 A201
11R4 > 1Al2 A370
11R9
FIST FL0N PLA\
0
0
N
LEGEND
GE\RAL \OTES
1. SECURED SCIF AREA SHOWN
NO CONSTRUCTION U.N.O..
2. SEE SHEET A200 FOR WALL TYPES THUS:
3. SEE SHEET A352 FOR RELITES SHOWN THUS:
4. INFILL CONCRETE FLOOR AS REQUIRED WERE REMOVED
FOR' INSTALLATION OF ' MECHANICAL AND ELECTRICAL
EQUIPMENT.
"EFRE\CE DAW\GS
EVOVAL \OTES
REMOVE EXISTING DEMOUNTABLE WALL, INCLUDING
BRACING. PATCH AND REPAIR SLAB/FINISHES AS
REQUIRED BY REMOVAL.
REMOVE EXISTING DOOR, FRAME AND HARDWARE.
REMOVE PORTION OF EXISTING WALL FOR NEW 4'-0"
X 7'-0" DOOR AND FRAME.
REMOVE EXISTING CARPET AND RUBBER BASE AT AREA
SHOWN HATCHED.
VC- 0305
REMOVAL
90% DESIGN SUBMITTAL
09.13.18
•
PATCH AND REPAIR CONCRETE SLAB AS REQUIRED BY
REMOVAL.
PATCH AND REPAIR WALLS AS REQUIRED BY BASE
REMOVAL.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 11 2018
City of Tukwila
BUILDING DIVISION
13 ?
1A13
SEP 2 5 2018
rjE2 ' lT CENTER
8'
4'
0
8'
16'
SCALE: 1 /8"=
o"
SYM
A
B
REVISION
BY
9-98 RENOVATION
9-98 RENOVATION ADDENDUM 1
J# 140799-00
J# 140799-00
DLR GROUP
DLR GROUP
APPROVED
D.REID
D.REID
DATE
SYM
REVISION
BY
APPROVED
DATE
08.15.06
08.24.06
RECORD DRAWING J# 140799-00
C
11N7 LAB W5787963
DLR GROUP
C/ROLLUDA
D.REID
07.23.07
09.13.18
Q� OE/NG
o'—
ACCEPTABILITY.
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED BY DEPT. DATE
DRAWN
DLR GROUP
DATE
07.25.06
CHECKED
D. REID
07.25.06
SUBTITLE
FIRST FLOOR PLAN -REMOVAL
CURRENT REVISION SYMBOL
W5787963 C
DATE
09.13.18
ENGINEER
CHECKED
APPROVED
APPROVED
TITLE
ARCHITECTURAL MASTER
11N7 LAB
BUILDING 9-98.1
COL L -S/1-13
DEV. CENTER, WA
SHEET
1Al2R
JOB NO.
W5787963
COMP ' NO.
DWG NO.
09-098-1Al2R
c
c
c
c
2
MATCH LINE -FOR CONTIN
SEE SHEET 1A11
3
1Al2 A61
31
VEST
11L12
20'-0"
20'-0"
(11L11
13'-4 1/4"
1Al2 A505 REV.
TYP.,--\
1A11
1Al2 A507
A201
MATCH LINE -FOR CONTIN.
1A1.p2 SEE SHEET 1A13
SYM
REVISION
-9,
-6"
12' -
ff
15'-8"
OPEN OFFICE
11L8
14'-7"
"
:h41
5'-6 1/4"
20'-0"
20'-0"
CORRIDOR
12T5
11 1/4" 7'-9 /2" 3'-3"
0
r
i
oI
FEC
'-9" 11'-3 1/4"
6
15'-8
20'-0"
20'-0"
LEGE\D
GE
HAL \OYES
SECURED SCIF AREA SHOWN
NO CONSTRUCTION U.N.O.
fes\\\\\\
2. SEE SHEET A200 FOR WALL TYPES THUS:
3. SEE SHEET A352 FOR RELITES SHOWN THUS:
L'
10 1/4"
1Al2 A61
STORAGE
STORAGE
RECYCLE
N
VEST
11L1
11M1/
CONFERENCE
0
N
1Al2 A505
SMALL OFFICE
130 SF
2 OCC.
OFFICE
184 SF
2 OCC.
r
IE&A LAB
H 11M3
A
SMALL OFFICE
1Al2A510�Ir
\II
Co •" ,,
12V7
125 SF
2 OCC.
SMALL OFFICE
CORRIDIOR
4'-8 1 4"
III I
ru
11N411N3
0
0
SMALL OFFICE
STORAGE
FILES
1Al2 A201
9-634"
INFILL CONCRETE FLOOR AS REQUIRED WERE REMOVED
FOR INSTALLATION OF MECHANICAL AND ELECTRICAL
EQUIPMENT.
'EFEH\CE NAWI\G
CO\S-RUCTIO\ \OYES
CONSTRUCT NEW ICD 705 SECURE WALL FROM FLOOR
SLAB TO HARD CEILING ABOVE SUSPENDED CEILING.
3 5/8" X 16 GA. STEEL STUDS AT 16" 0.0.
1 LAYER 5/8" GWB AT NON -SECURE SIDE
2 LAYERS 5/8" GWB AT SECURE SIDE
STAGGER JOINTS SO THEY DO NOT ALIGN
INSTALL RADIO FREQUENCY PROTECTING FOIL
BETWEEN SECURE SIDE LAYERS OF GWB
3 1/2" ROXUL ACOUSTIC INSULATION
PROVIDE ACOUSTIC SEALANT AT TOP AND BOTTOM OF
WALL WHERE MEETING FLOOR/CEILING.
BED BOTTOM TRACK OF WALL IN A CONTINUOUS BED
OF ACOUSTICAL SEALANT.
PREP AND PAINT WALL, BOTH SIDES.
GLIDDEN 'CRISP LINEN' #A0057, EGGSHELL
SEE DETAIL B/A515.
PROVIDE AND INSTALL 4'-0" X 7'-0" STC 45 DOOR
AND FRAME, BY BOEING.
KREIGER SPECIALTY PRODUCTS, NC3-17C-8945
HINGES BY DOOR MANUFACTURER
CLOSER YALE 4400 X 689
LOCKSET SARGENT & GREENLEAF 2890B X TYPE II
X 2890-523
LOCK TRIM SARGENT & GREENLEAF 2890-632
SWEEP BY DOOR MANUFACTURER
SEALS BY DOOR MANUFACTURER
WALL STOP TRIMCO 1270 WX X 630
GROUT FRAMES SOLID - USG 'STRUCT-O-LITE'
CLEAN AND PREP CONCRETE SLAB AND SEAL
AT AREA SHOWN HATCHED.
SMALL OF
TYP.
SMALL CONF.
r
184 SF
13 OCC.
0
SMALL OFFICE
OPEN
FFICE
NM
MN
13R9
BY
APPROVED
DATE
SYM
1
0
N
SMALL OFFIC
12-434
2 -6 1/2"
0
0
CN
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 11 2018
BRIGHTON - HARD ROCK SEALER
BURKE MERCER 'BROWN -BLACK' 4 1/2" COVE BASE
G&W COMMERCIAL FLOORING
253.479.1760
WWW.GWCFLOOR.COM
PREP AND PAINT EXISTING WALL FROM FLOOR TO
CEILING. ALL WALLS AT VESTIBULE.
GLIDDEN 'CRISP LINEN' #A0057, EGGSHELL
PATCH AND REPAIR EXISTING CARPET WHERE WALL HAS
BEEN PREVIOUSLY REMOVED FOR NEW/WIDENED DOOR
OPENING.
PROVIDE AND INSTALL 25 UNIT CELL PHONE LOCKER AT
EXISTING COUNTER.
GLOBAL 24 DOOR KEYED LOCK, BLACK #T9A493332BK
(11R9
REVISION
VACLL •
11R9
1Al2 A370
1Al2 A507
FIST FL3N
SCALE: 1/8"= 1'-0"
BY
APPROVED
DATE
A
9-98 RENOVATION
J# 140799-00
DLR GROUP
D.REID
08.15.06
9-98 RENOVATION ADDENDUM 1
J# 140799-00
DLR GROUP
D.REID
08.24.06
RECORD DRAWING
J# 140799-00
DLR GROUP
D.REID
07.23.07
C
11N7 LAB
W5787963
C/ROLLUDA
09.13.18
PLA
gi___,m:Eraemr
90% DESIGN SUBMITTAL
09.13.18
6604
GIST ED
A''CHIT CT
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED BY
DEPT.
DATE
DRAWN
DLR GROUP
CHECKED
D. REID
ENGINEER
DATE
07.25.06
07.25.06
SUBTITLE
CONSTRUCT NEW ICD 705 SECURE WALL FROM FLOOR
SLAB TO HARD CEILING ABOVE SUSPENDED CEILING.
3 5/8" X 16 GA. STEEL STUDS AT 16" 0.0.
(1 LAYER 1/2" SOUND BOARD EACH SIDE
1 ) LAYER 5/8" TYPE X GWB AT SECURE SIDE
STAGGER JOINTS SO THEY DO NOT ALIGN
INSTALL RADIO FREQUENCY PROTECTING FOIL
BETWEEN SECURE SIDE LAYERS OF WALL BOARD
3 1/2" ROXUL ACOUSTIC INSULATION
PROVIDE ACOUSTIC SEALANT AT TOP AND BOTTOM OF
WALL WHERE MEETING FLOOR/CEILING.
BED BOTTOM TRACK OF WALL IN A CONTINUOUS BED
OF ACOUSTICAL SEALANT.
PREP AND PAINT WALL, BOTH SIDES.
GLIDDEN 'CRISP LINEN' #A0057, EGGSHELL
SEE DETAIL B/A515.
0
RECF i'r ED
'ITY O1= T u l<'.v i L A
OSEP
`l 5 2013
PEF MIT CENTER
EY P -AN
CALE: NONE
4'
16'
SCALE: 1/8"=1'-0
FIRST FLOOR PLAN
CURRENT REVISION
W5787963
SYMBOL
DATE
09.13.18
TITLE
.I 0
STATE OF WASHINGTON
CHECKED
11N7 LAB
APPROVED
APPROVED
ARCHITECTURAL MASTER
BUILDING 9-98.1
COL. L -S/1-13
JOB NO.
W5787963
COMP NO.
c
c
c
c
DEV. CENTER, WA
MGM
09-098-1Al2
MATCH LINE -FOR CON _►
SEE SHEET 1A281
MATCH LINE -FOR CON
SEE SHEET 1A283
6'-8 3/4"
7'-0"
6
0"
6'-7"
1 _ .ioi.uIijiL
__ .
sommum
r
Yo
0
!EAU!
�I�Illlli:lll
till1
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FRST FL0M DEFLECTED CEILI\G
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1A282 510
PLA\
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STEEL
BEAM
LEGE\
J
® INDICATOR POWER POLE LOCATION TO BE
COORDINATED WITH MANUFACTURER.
- - - - - WALL CONSTRUCTION TO B.O. SLAB AND/OR B.O.
MN
STEEL BEAM.
WALL CONSTRUCTION TO 4" ABOVE FINISHED
CEILING, OR TO MATCH TOP OF EXISTING
ADJACENT WALL CONSTRUCTION WHERE OCCURS.
SUSPENDED GRID & PANEL SYSTEM.
EXPOSED STRUCTURE ABOVE (PAINT).
GYPSUM WALL BOARD (PAINTED).
0 LIGHT FIXTURES.
0 LIGHT FIXTURE (RECESSED CAN).
AIR SUPPLY DIFFUSER.
WP WORKING POINT
ACCESS DOOR
GE\E�AL \OTES
1. CEILING HEIGHT SHALL BE 8'-10" AFF. U.N.O.
2. SEE SHEET A501 FOR CEILING SEISMIC
RESTRAINTS.
3. NOT ALL MECHANICAL DUCT WORK SHOWN AT
OPEN TO STRUCTURE LOCATIONS. SEE MECH.
FOR EXTENT OF WORK.
D�AWI\
CO\STUCTIO\ \OTES
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 11 2018
City of Tukwila.
BUILDING DIVISION
035
90% DESIGN SUBMITTAL
09.13.18
MODIFY EXISTING GRID AS REQUIRED BY NEW WALL
CONSTRUCTION.
REMOVE AND REPLACE DAMAGED/STAINED ACOUSTIC
TILES.
ARMSTRONG OPTIMA 2' X 4' X 15/16", SQUARE EDGE
COORDINATE NEW MECHANICAL AND ELECTRICAL WORK AT
CEILING.
13 ?
1A280
1A281
v 1A282
1A283
IVY O i U K VV IL ;•a
SEP Z 5 2018
EiPMiT. CENTER
8' 4' 0
4'
8'
16'
SCALE: 1/8"= '-0"
SYM
A
B
C
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
9-98 RENOVATION
9-98 RENOVATION ADDENDUM 1
9-98 RENOVATION ASI 011
RECORD DRAWING
11N7 LAB
J# 140799-00
J# 140799-00
J# 140799-00
J# 140799-00
W5789763
DLR GROUP
DLR GROUP
DLR GROUP
DLR GROUP
=C/ROLLUDA
D.REID
D.REID
D.REID
D.REID
08.15.06
08.24.06
11.01.06
05.25.07
09.13.18
eirnim,EarzwG°
ISTE D
HIT T
C CRAN iN
STATE OF WASHINGTON
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
DLR GROUP
CHECKED
D. REID
DATE
07.25.06
07.25.06
SUBTITLE
FIRST FLOOR REFLECTED CEILING PLAN
CURRENT REVISION SYMBOL —.
W5789763
DATE
09.13.18
APPROVED BY
DEPT. DATE
ENGINEER
CHECKED
APPROVED
APPROVED
TITLE
ARCHITECTURAL MASTER
11 N7 LAB
BUILDING 9-98.1
COL. L -S/1-13
DEV. CENTER, WA
SHEET
1A282
JOB NO.
W5789763
COMP NO.
DWG NO.
09-098-1A282
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FRST FL0M DEFLECTED CEILI\G
� 10
1A282 510
PLA\
S)
STEEL
BEAM
LEGE\
J
® INDICATOR POWER POLE LOCATION TO BE
COORDINATED WITH MANUFACTURER.
- - - - - WALL CONSTRUCTION TO B.O. SLAB AND/OR B.O.
MN
STEEL BEAM.
WALL CONSTRUCTION TO 4" ABOVE FINISHED
CEILING, OR TO MATCH TOP OF EXISTING
ADJACENT WALL CONSTRUCTION WHERE OCCURS.
SUSPENDED GRID & PANEL SYSTEM.
EXPOSED STRUCTURE ABOVE (PAINT).
GYPSUM WALL BOARD (PAINTED).
0 LIGHT FIXTURES.
0 LIGHT FIXTURE (RECESSED CAN).
AIR SUPPLY DIFFUSER.
WP WORKING POINT
ACCESS DOOR
GE\E�AL \OTES
1. CEILING HEIGHT SHALL BE 8'-10" AFF. U.N.O.
2. SEE SHEET A501 FOR CEILING SEISMIC
RESTRAINTS.
3. NOT ALL MECHANICAL DUCT WORK SHOWN AT
OPEN TO STRUCTURE LOCATIONS. SEE MECH.
FOR EXTENT OF WORK.
D�AWI\
CO\STUCTIO\ \OTES
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 11 2018
City of Tukwila.
BUILDING DIVISION
035
90% DESIGN SUBMITTAL
09.13.18
MODIFY EXISTING GRID AS REQUIRED BY NEW WALL
CONSTRUCTION.
REMOVE AND REPLACE DAMAGED/STAINED ACOUSTIC
TILES.
ARMSTRONG OPTIMA 2' X 4' X 15/16", SQUARE EDGE
COORDINATE NEW MECHANICAL AND ELECTRICAL WORK AT
CEILING.
13 ?
1A280
1A281
v 1A282
1A283
IVY O i U K VV IL ;•a
SEP Z 5 2018
EiPMiT. CENTER
8' 4' 0
4'
8'
16'
SCALE: 1/8"= '-0"
SYM
A
B
C
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
9-98 RENOVATION
9-98 RENOVATION ADDENDUM 1
9-98 RENOVATION ASI 011
RECORD DRAWING
11N7 LAB
J# 140799-00
J# 140799-00
J# 140799-00
J# 140799-00
W5789763
DLR GROUP
DLR GROUP
DLR GROUP
DLR GROUP
=C/ROLLUDA
D.REID
D.REID
D.REID
D.REID
08.15.06
08.24.06
11.01.06
05.25.07
09.13.18
eirnim,EarzwG°
ISTE D
HIT T
C CRAN iN
STATE OF WASHINGTON
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
DLR GROUP
CHECKED
D. REID
DATE
07.25.06
07.25.06
SUBTITLE
FIRST FLOOR REFLECTED CEILING PLAN
CURRENT REVISION SYMBOL —.
W5789763
DATE
09.13.18
APPROVED BY
DEPT. DATE
ENGINEER
CHECKED
APPROVED
APPROVED
TITLE
ARCHITECTURAL MASTER
11 N7 LAB
BUILDING 9-98.1
COL. L -S/1-13
DEV. CENTER, WA
SHEET
1A282
JOB NO.
W5789763
COMP NO.
DWG NO.
09-098-1A282
c
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c
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REVISION
11N7 LAB
W5787963
EXISTING HARD LID CEILING CONSTRUCTION.
BASE LAYER 5/8" TYPE X GWB OR
GYPSUM VENEER BASE APPLIED PARALLEL
OR AT RIGHT ANGLES TO EACH SIDE OF
STEEL STUDS AT 24" O.C. WITH HORIZONTAL
BRACING AT 4'-0 WITH 1" TYPE S DRYWALL
SCREWS AT 12" 0.C., DOES NOT NEED TO BE
TAPED.
FACE LAYER 5/8" TYPE X GWB OR GYPSUM
VENEER BASE APPLIED AT RIGHT ANGLES TO
EACH SIDE OF STEEL STUDS AT 24" 0.C. WITH
1" TYPE S DRYWALL SCREWS AT 12" 0.C.,
JOINTS STAGGERED 24" EACH LAYER AND SIDE.
SOUND TESTED WITH 3 1/2" ROXUL FIBER
INSULATION FRICTION FIT IN STUD SPACE.
BY
F.C/ROLLUDA
EXTERIOR
4" RESILIENT BASE (BOTH SIDES)
EXIST. CONCRETE SLAB
APPROVED
COPE GWB TO DECK ABOVE WITH
1/2" BEAD ACOUSTIC SEALANT
METAL DEFLECTION TRACK (11 1/2" SLOTS
TO ALLOW 3/4" MOVEMENT UP AND DOWN)
FULL DEPTH ROXUL ACOUSTIC
FIRE BATT INSULATION
PIPE OR CONDUIT
ACOUSTICAL CAULKING - CONTINUOUS FULL
DEPTH OF GWB, EACH LAYER FULL
CIRCUMFERENCE, BOTH SIDES
RADIO FREQUENCY BLOCKING FOIL -
CONTINUOUS BETWEEN LAYER OF GWB
AT INTERIOR FACE OF WALL
ALL WIRE OR CABLE UTILITIES (POWER,
SIGNAL, TELEPHONE, NETWORK, ETC) MUST
BE SURFACE MOUNTED
211
RETAINER ANGLE WITH ACOUSTICAL CAULKING
- CONTINUOUS FULL WIDTH AND HEIGHT,
BOTH SIDES (TYP)
DUCT
DUCT ACOUSTICAL SOUND LINER
//—
INTERIOR
BASE RUNNER TRACK SET IN ACOUSTICAL
CAULKING CONTINUOUS FULL LENGTH TO
CONCRETE SLAB
ACOUSTICAL CAULKING - CONTINUOUS FULL
DEPTH OF GWB, EACH LAYER, BOTH SIDES
ALL PENETRATIONS THROUGH SCIF WALLS SHALL BE KEPT TO A MINIMUM. UTILITIES SHOULD NOT CROSS WALL
INTO SCIF MORE THAN ONCE. DO NOT INSTALL PENETRATIONS FOR FUTURE USE.
ALL MATERIALS USED IN CONSTRUCTION OF THE SECURITY WALL SHALL BE DOCUMENTED. EDGES SEALED AND
OVERLAPS DESIGNED TO SCIF STANDARDS. CONTACT BOEING SECURITY FOR VISUAL AND PHOTOGRAPHIC
DOCUMENTATION OF THE MEANS AND METHODS OF CONSTRUCTION BEFORE CLOSING ANY SCIF WALL.
DATE
STC 55 GA. FILE NO. WP1522 FOR SOUND RATING ONLY.
PLA\ VIEW A
SCALE: 3"=1'-0"
SYM
REVISION
1A121A515
BY
APPROVED
DATE
09.13.18
�BOEiivc
ACCEPTABILITY
TI -HS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED BY
DEPT. DATE
DRAWN
E.CRANSTON
DATE
CHECKED
90% DESIGN SUBMITTAL
09.13.18
SUBTITLE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 11 2018
City of Tukwila
BUILDING DIVISION
OF
SEP 2 5 2018
H'E'RMIT CENTER
D1%.0305
MISCELLANEOUS SECTIONS AND DETAILS
CURRENT REVISION
W5787963
SYMBOL
DATE
09.13.18
ENGINEER
CHECKED
APPROVED
APPROVED
TITLE
ARCHITECTURAL MASTER
11N7 LAB
BUILDING 09-098
COL.
SHEET
A515
JOB NO.
W5787963
COMP NO.
DWG NO.
D.C.
09-098-A515