HomeMy WebLinkAboutPermit D16-0153 - WELLS FARGO BANK - TENANT IMPROVEMENTLLS FARGO B��NK
3431�`ND OVER P � E
D16-0153
� City of Tukwila
' � Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
'" Phone:206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.�ov
DEVELOPMENT PERMIT
Parcel No: 0223400047
Address: 343 ANDOVER PARK E
Project Name: WELLS FARGO BANK
Owner:
Name: CASEYMAX LLC
Address: 350TRECK DRIVE, TUKWILA, WA,
98188
Contact Person:
Name: LINDSEY SCHULDT
Address:
Contractor:
Name:
1505 FIFTH AVE, SUITE 300 , SEATTLE,
WA, 98101
OMEGA SERVICES AND SUPPLY INC
Address: 3705 W VALLEY HWY, AUBURN, WA,
98001
License No: OMEGASS851N8
Lender:
Name: WELLS FARGO BANK
Permit Number: D16-0153
Issue Date: 7/28/2016
Permit Expires On: 1/24/2017
Phone:(206)876-3016
Phone:�253)804-6000
Expiration Date: 8/28/2017
Address: 2800 THIRD AVE , SAEAITLE, WA,
98121
DESCRIPTION OF WORK:
TENANT IMPROVEMENT - ADDING BULLET RESISTIVE ACRYLIC BARRIER AND DOORS TO EXISTING TELLER LINE
MILLWORK. RELOCATION OF LIGHTING AND MINOR FINISH SCOPE. NO EXTERIOR OR PLUMBING IN SCOPE.
Project Valuation: $97,000.00 Fees Collected: $2,522.96
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-466: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International Fuel Gas Code: 2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Controi Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: Date:
I 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: Date: i
Print Name:
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 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDIi'IONS***
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: Ail 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 laterially 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: 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.
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
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.
10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
PermitCenter(206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0409 FRAMING
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CITY OF TUKi� 4
Comn:unity Development Department
Public Works Departtnent
Per►nit Center
6300 Soutkcenter Blvd., Suite 100
Tulc�vira, WA 98188
http: //www. Tukwil a W A. go v
Building Peri...i No. ����'��
Project No.
Date Application Accepted: �j' �i--� V
Date Application Expires: � Cj_.� 0
arse
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
King Co Assessor's Tax No.: 0223400046
S;te Address: 343 Andover Park E. Tukwila, WA 98188 Suite Number:
Tenant Name: Wells Fargo Bank New Tenant:
PROPERTY OWNER
Name: wells Fargo Bank; Contact: Cindy Kremkau
Address: 343 Andover Park E.
C'�'' Tukwila State: wA Zip: 98188
CONTACT PERSON — person receiving all project
communication
Name: Lindsey Schuldt
Address: 1505 5th Avenue Suite 300
Ciry: Seattle State: WA zip: 98101
Phone: �206) 876-3016 Fax:
Email: lindseys@ ankrommoisan.com
GENERAL CONTRACTOR INFORMATION
Company Name: Chris McNally
Address: 3705 West Valley Hwy N.
City: Auburn State: wA Z'P' 98001
Plione: �253) 204-4032 Fax:
Contr Reg No.: pMEGASS851N8 Exp Date: 12/31/2016
Tukwila Business License No.: BUS-0996611
Floor: 1
❑ .....Yes � .. No
ARCHITECT OF RECORD
Company Name: Ankl'Om MoiSan
Architect Name: Mack Selberg
Address: 1505 Sth Avenue Suite 300
Ciry: Seattle State: WA Z`p� 98101
Phone: (206) 576-1645 Fax:
Email: macks@ankrommoisan.com
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
H:Upplicntions\Forms-Applications On Line\201 I Applications\Permit Application Revised - S-9-I I.docx
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BUII,DING PERMIT INFORMATIO�.. —206-431-3670 ` ` -
Valuation of Project (contractor's bid price): $ C% %, l'C.- �1 Existing Building Valuation: $ 1,240,900
Describe the scope of work (please provide detailed information):
Interior Tenant Improvement adding bullet resistive acrylic barrier and doors to existing teller line millwork. Relocation of lighting
and minor finish scope. No exterior or plumbing scope.
Will there be new rack storage? ❑.....Yes �.. No If yes, a separate permit and plan submittal will be reyuired.
;
Provide All Building Areas :in Square Footage Below
Addition to 'Type of '' Type of
Esisting Cons.truction per Occupancy per
Existin Interior Remodel Structure Ne�v . `"IBC ': IBC
1SrFloor S,�g4 1,0�� � � V-B B
2”. Floar `
3` Floor
Floors thru . `
•.Basement
Accessory Structure*.
Attaohed Garage
Detached.Garage
Attached Carport
Detached Carpoit `
Covered Deok
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory d�velling, provide the following:
Lot Area (sq ft): Floor area of principal d�velling: Floor area of accessory d�velling:
*Provide documentation that shows that the principal o�vner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 29 Compact: , Handicap: 2
Will there be a change in use? ❑,,..... Yes [[�....... No If"yes", explain:
FIRE PROTECTION/RAZARDOUS MATERIALS:
❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm � ,,.,,,.None ❑ ,......Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑...,.., Yes �..,,...No
If ` j�es', aNnclt lis! of materinls nnd sla•age (ocnlions on n sepnrnte 8-1/2".r 11 " paper i��c/:rding 9trn�ttifies n�td �1lnterinl Safet�� Datn Sheels.
SEPTIC SYSTEM
❑....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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PUBLIC. WQRKS.PERMIT INF:Otu�IATION —:206-433-0179 . '
Scope of Work (please provide detailed information);
Call before you Dig: 811
Please refer to Public Worlcs Bulletin #1 for fees and estimate sheet.
`Vater District
❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila ❑ ... Valley Vietiv ❑ .. Renton
❑...Sewer Use Certificate ❑... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Sentic Svstem:
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by Ki�g County Health Department.
Submitted with Annlication (marlc boxes which an�lvl:
❑...Civil Plans (Ma�imum Paper Size — 22" x 34")
❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑.,,Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .,.Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proaosed Activities (mark boxes tliat aonlv):
❑...Right-of-�vay Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours
❑...Right-of-�vay Use - No Disturbance ❑., Right-of-�vay Use — Potential Disturbance
❑ ...Construction/Excavation/Fi(1- Right-of-way ❑
Non Right-of-way ❑
❑ .,,Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ,..Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Work in Flood Zone
❑ ., Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
>,
❑ ...Permanent Water Meter Size,.. " WO #
❑ ...Temporary Water Meter Size .. " WO #
❑ ...Water Only Meter Size.,.....,.... " WO #
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATTON
Fire Line Size at Property Line _
❑ ... Water ❑ ...Se�ver
Monthlv Service Billin� to:
Name:
Mailing Address:
Water Meter RefundBilline:
Mailing Address:
❑ .. Grease Interceptor
❑ .. Channelizatian
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
H:\Applicetions�Forms•Applicnlions On Line�201 I ApplicntianslPermit Applicntion Reviszd - 8-9-ll.docs
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Day Telephone:
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State Zip
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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).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW Tf� SAME TO BE TRUE UNDER
PENALTY OF PERTURY BY THE LAWS OF TF� STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING O�yNER OR A
�f - 7
Signature:
/J '`
Print Name: �,iiJ�=�c� %
Mailing Address
iJ�f � `.'�
AGENT:
a
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Page 4 of 4
Date Paid: Thursday, July 28, 2016
Paid By: MICHELLE MOLINA
Pay Method: CREDIT CARD 089072
Printed: Thursday, July 28, 2016 4:06 PM 1 of 1
��SYSTEMS
Date Paid: Thursday, June 09, 2016
Paid By: HEATHER MANNING
Pay Method: CREDIT CARD 009494
Printed: Thursday, June 09, 2016 3:46 PM 1 of 1 3��'�" j
��J' IL� LJ IJ SYS7EM5
INSPECTION RECORD �
� Retain a copy with permit �J� ' d� S�
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 9818$ (206) 431-3670
Permit Inspection Request Line (206) 438-9350
VX i Approved per applicable codes. � Corrections required prior to approvai.
d��.i
C�MMENTS:
%J►/r4L�.
inspettor: Date: t � ��y ��
7
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at b300 Southcenter Blvd.. Suife 100. Call to schedule reinspection.
INSPECTION RECORD �
` Retain a copy with permit �l�-����
INSPEtTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
�T�
ib'�`� � -
� � �� � 9 4'� ��+' .
nspector:
�
� REINSPECTION FEE REQUiFtED. Prior to next inspection, fee must be
paid at 6300 Southcenter B(vd.. Suite lOq. Call to schedute reinspection.
12/1/2016
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
LINDSEY SCHULDT
1505 FIFTH AVE, SUITE 300
SEATTLE, WA 98101
RE: Permit No. D16-0153
WELLS FARGO BANK
343 ANDOVER PARK E
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on ]/24/2017. . .
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new l80 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at leasc seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be �otified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 1/24/2017, your permit will become null and void
and any further wark on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
�/
ache e ipley
Permit Technician �
Fi le No: D 16-0153
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Pl2one 206-431-3670 • Fax 206-431-3665
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PERMIT NUMBER: D16-0153 DATE: 06/09/16
PROJECT NAME: WELLS FARGO BANK
SITE ADDRESS: 343 ANDOVER PARK E
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
�� p-w� (� • i ' I� �rM, i�l,�, (r�`1� '�(� I,� � �G�, (o' I�• ( (�
Building Division Fire Prevention � Planning Division �
N1,� � •I�' ' �9
PDubl��oc,� Structural � Permit Coordinator �
PRELIMINARY REVIEW: DaTE: 06/14/16
Not Applicable ❑
(rao approval/review reguired)
REVIEWER'S INITIALS:
Structural Review Required ❑
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O7/i2I16
Approved
� Approved with Conditions �
Corrections Required ❑
(corrections e�atered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DAT:E:
Permit Cei�ter Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Stafflnitials:
12/IS/2013
OMEGA SERVICES AND SUPPL" TNC
llome F3spanoi C;ocrtr.ict
5afety & Health
Washingtnn Sfate Department af
�.abor & i�dustrie�
OMEGA SERVICES AND SUPPLY INC
Owner or tradesperson
Principals
KAHM, EDWARD VAIHIRI, PRESIDENT
COTTER, MICHAEL PAUL, VICE PRESIDENT
KAHM, KIMBERLEE DANIELLE, DIRECTOR
COTTER, MICHAEL PAUL, AGENT
Doing business as
OMEGA SERVICES AND SUPPLY INC
Page 1 of 2
Search L&I �� �. ��€�,':r)
�1-I Iridex 1Ielp nl�� L&I
Ciaims & Insurance Workplace Rights Trades & Licensing
3705 W VALLEY HWY N
AUBURN, WA 98001
253-804-6000
KING County
WA UBI No. Business type
603 370 846 Corporation
Goveming persons
EDWARD
KAHM
KIMBERLEE KAHM;
MICHAEL PAUL COTTER;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
........................................
Meets current requirements.
License specialties
GENERAL
License no.
OMEGASS851N8
Effective — expiration
08/28/2015--- 08/28/2017
Bond
Developers Surety & Indem Co $12,000.00
Bond account no.
757308C
Received by L&i Effective date
08/28/2015 08/01/2015
Expiration date
Until Canceled
Insurance
...............
Navigators Specialty Insurance $1,000,000.00
Policy no,
SFI6CGL0789101C
Received by L&I Effective date
06/24/2016 07/01/2016
Expiration date
07/01/2017
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603370846&LIC=OMEGASS851N�&SAW= 7/5/2016
CODE SUM�ARY
APPLICABLE CODES
INTERNATIONAL BUILDING CODE
INTERNATIONAL FIRE CODE
NFPA 101 LIFE SAFETY CODE
WASHINGTON STATE BUILDING CODE
WASHINGTON STATE ENERGY CODE
INTERNATIONAL MECHANICAL CODE
UNIFORM PLUMBING CODE
CODE ENFORCEMENT JURISDICTION
GITY: TUKWILA COUNTY: KING STATE: WA
OCCUPANCY CLASSIFICATfON
BUILDING/SUITE: BUSINESS GROUP B
SEPARATION: N/A
CONSTRUCTION TYPE
TYPE V-B (MASONRY)
HEIGHT AND AREA
BUILDING/SUITE AREA
AREA OF WORK
NUMBER OF STORIES
BUILDING HEIGHT
MEANS OF EGRESS
MAXIMUM TRAVEL DISTANCE
COMMON PATH OF TRAVEL
OCCUPANT LOAD (GROUP B)
c.(,� 1 PERSON/ 100 S.F.=
REQUIRED EXITS
PLUMBfNG FIXTURES
WATER CLOSETS
URINALS
LAVATORIES
DRINKING FOUNTAINS
FIRE PROTECTION
SPRfNKLER
SITE INFORtVIATION
PARCEL NUfVIBER
LEGAL DESCRIPTION
YEAR
2012
2012
2012
201�2
2012
2012
2012
ACTUAL
5,084 SF
1,000 SF
1
N/A
PROVIDED
116'-9" FEET
68' FEET
51 PERSONS
2 PROVIDED
REQUIRED
EXISTING, NO CHANGE
EXISTING, NO CHANGE
EXISTING, NO CHANGE
REQUIRED
200 FEET MAX. (T1016.1)
75 FEET MAX. (T1014.3)
2 MIN. (T1021.1)
EXISTING, NO CHANGE
PROVIDED REQUIRED
2 MALE EXISTING, NO CHANGE
2 FEMALE EXISTING, NO CHANGE
1 MALE EXISTING, NO CHANGE
1 MALE EXISTING, NO CHANGE
2 FEMALE EXISTING, NO CHANGE
1 EXISTING, NO CHANGE
NONE
0223400046
ANDOVER INDUSTRIAL PARK #5 LOT B OF CITY OF TUKW{LA SHORT PLAT
NO L96-0028 RECORDING NO 9609200407 SAID SHORT PLAT DEFINED -
PORTION OF LOT 4 OF ANDOVER INDUSTRIAL PARK NO 5 BEGIN NE
CORNER OF SAID LOT 4 TH S 01-47-28 W 271.82 FT TH ON CURVE TO RIGHT
RADIUS OF 25 FT CENTER BEARING N 47-40-39 W ARC DISTANCE OF 21.56
FT THRU C/A OF 49-24-22 TH N 88-16-17 W 269.84 FT TH N 01-47-28 E 292.32
FT TO N LINE OF LOT 4 TH ALONG SAID N LINE ON CURVE TO RIGHT RADIUS
OF 410.28 FT CENTER BEARING S 05-28-52 E ARC DISTANCE OF 79.13 FT
THRU C/A OF 11-03-01 TH S 84-25-51 E 198.11 FT TH ON CURVE TO LEFT
RADIUS OF 410.28. FT CENTER BEARING N 06-24-49 E ARC DISTANCE OF
12.19 FT THRU C/A OF 01-42-08 TO POB LESS U P RR OPERATING R/W -
(ALSO SEE RECORDING NO 9609209001)
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A�JIA P ROJ E CT I� U M B E R: 161120
WF PROJECT NU�/iBER: 3275� 9
WF BE NU�BER: 192780
PER�/IIT SET
DATE : 6-8-2016
I�DE� OF DRAVVIP�GS
A0.0 COVER SHEET
GENERAL
G1.0 BUILDING CODE SUMMARY, PROJECT NOTES, AND
ACCESSIBILITY
G1.�1 LIFE SAFETY PLAN
ARCHITECTURAL
SP.1 SITE PLAN
AD1.0 DEMOLITION PLAN
AD1.1 REFLECTED CEILfNG DEMOLITION PLAN
A0.1 DOOR AND HARDWARE SCHEDULE
A1.0 FLOOR PLAN
A1.2 REFLECTED CEILING PLAN
A2.2 WALL TYPES AND DETAILS
A3.0 TELLER LINE WITH BANDIT BARRIER ENLARGED PLAN
A3.1 TELLER LINE WITH BANDIT BARRIER ELEVATIONS
A3.2 TELLER LINE DETAILS
F1.0 FINISH PLAN AND FINISH SCHEDULE
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VICINITY MAP
SCALE: N.T.S.
DEFERRED SUB�ITTALS
ELECTRICAL
MECHANICAL
PLUMBING
FIRE LIFE SAFETY
PROJECT LOCATION
REVISIONS
(�o changes shall be made to thP sco�e
of 4•,r�rk without prior ap�raval af
Tu!:�;rila Building Oivisivn.
C��TE: Revisicns �riil re�uire a ne�v plan submiftal
�nd may in4�ude ad�if;onai p!an re�r'pvr fices.
S�P;`�!��i� P�F�"o�1T
REQUi► ;�D FCR: �
�Mechanica3
�Electricai
�,�iumbing
t� Gas Piping
Ci�,� of Tukwila
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Ci� of Yu i(�
BUiLD1NC DiVIS10�
2800 Third Avenue
Seattle, WA 98121
Cindy Kremkau, Project Manager
206.441.5482
cindy.kremkau c�wellsfargo.com
Architectural
1505 5th Ave, Suite 300
�4� �;. �;
��y� ��� Seattle, WA �8101
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� �� Lindsey Schuldt, Project Manager
�nkrom Mois�an 206.876.3016
lindseys@ankrommoisan.com
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PERNtIT CEt�TER
General Contractor
3705 West Valley Hwy RI.
Auburn, WA �800 �
Chris McNaliy, Project Manager
253.204.403�
cmcnaily@omegageneralcontractors.com
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GENERAL NOTES - ACCESSIBILlTY GENERAL NOTES - CONTRACTOR INFORMATION
�. �� ���� ���p_�j�� 1. DO NOT SCALE OfF DRAW4NGS
, � r
2. EVfRI( CO�tRIDO�t AND AlS�.E SE�VIt�tG AN OCCt1PAM L{aAAD Of 1Q OR I�0#tE SFl�tl BE N4T LESS TiiEW 44' {h! 2• THE CONTRACT DOCUMENTS ARE CQMPLEMENTARY AND WHAT IS RE4U1RE0 8Y ONE SHALL
BE AS BINDING AS IF REQUIRED BY ALL. C40f�DINATE ALL PORil01VS OF THE WORK AS
��• DESCRIBED IN THE CQNTRACT DOCUMENTS. NO11FY THE ARCHITECT FOR RESOLUT1dN OF �°'�"��
ALL DISCREPANCIES PRIOR TO CONSTRUCTI�1. � � � ' � ��� � � �� ��
3. ABRUPT CHAMGES IN LEVEL ALOi�tG ANY ACCESSIBLE ROUTE SFIAil. NflT IXCEm 1/2' IN HEK�FIT. LEVEL Gt1�4NGE5 3. CQNTRACTOR TO VERIFY ALL �IMENSIONS AND CONDITIQNS PRIOR TO CONSTRUCTION.
NOT IXt�It�G 1/4' fAAY BE 1tERTiG4l.. �EVEt. OINERS I�tTH A SLOPf N4 GF�ATER TWW 1�. CONFIJCTS SHOULD BE BROUGHT TO THE ATTENTiON � THE ARCHITECT BEFORE
4. LATCH1taG AND LOClqNG QOORS THAT I�E HJ�WD A�CTNATED A�t� IMNlCH ARE IN A PATH OF TRAVEL SFiatl BE CQNSTRUCTION.
BRfRABLE INftN A SlNGLE ffF�RT BY l.EVER IYPE F�WRDI�tARE, PAd�i� BARS, Fl1SH-Pt1LL A;�TiVAl1NG BARS, OR 4. ALL DIMENSIONS FROM FlNISH FACE OF WALL OR GRID UNLESS OTHERWISE NOTED.
OTHER HAR[)1�i,4RE D£StGNED TO FRO'W€� PAS��4GE W'ttHOUi RE4UlR1FiG THE ABiUTY TO GRASP THE OPII�tII�
HAttDVNARE. CENTER I�lM1D A�f1lATED DOOR Oi�Eht1NG E�tDWtARf BEtWEQJ 30' AND 44' A80VE FlAOR F1M�FI. 5. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A
DAILY BASIS.
5. lAAXIF�Uki PULL OR PUSH ffFOR'i TQ OFfRATE D04R5 St�lALL NOT IXCffm 8.5 POUNDS FQR EXfEFti�R D04RS AND 5 6. UPON COMPLETION OF TFfE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE
POUNDS FOR INTERI�R D04RS, k1FASi!l2ED AT R{�HT At�GLES TO t�it+�ED DIX}RS IW� AT CENTER PU1�tE Qf SLIQ�NG PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR
���� ��• ����� �� ���T� ��� �� �E �� T� �� TME OCCUPANCY FO#� TENANT. TU K WI LA B R A N C H
AEaVE S?ANOJ�tDS. I�q�1Ukl ffFt3RT TO OPERATE REQUIRED FlRE Di}UtZS I�AAY BE It�CREASED MOT TO IXCE�D 15
PQUNDS. 7. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS 343 AN D 0 VER P A R K E
PROVIDED UNDER THIS CONTRACT FOR A PER{QD OF ONE (1) YEAR, UPQN COMPLETION OF TUKWILA, WA 98188
6. EIIERY RE4U(t2ED �CE OR PASSAGE AY SFff�#ttl. BE t�OT LESS Tl�AN 3' tN �MIOTN At+tD NOT LESS THJW CONTRACT.
6'-8' IN HEIGHT. DOORS SW�.L � CAPA�.E �f �t�tG AT LfAST 90 �GRff�S AND SHALI. BE SO l�tOUMID g, ANY ADDITIONAL DRAWiNGS AND SPECIFlCATIONS RE4UIRED FOR PERMITS TO 8E SUPPUED
THAT THE CLEAR iNiDTH 8F iHf AY IS t�OT LESS TFlAN 32'. BY THE CONTRACTOR.
7. WHERE A PNR (?f DO()RS IS UTiL2ED� AT LEAST 0t�1E QF hiE DOQRS SH�W. P12�M[}E A GIFAR, UN0851RUCTED 9. ALL WORK LfSTED, SHOWN OR IMPIJED QiV ANY CONSTRUC110N DQCUMENTS SHAl.L BE
0€'ENIt+€� I�tDTH QF 32' iMITH THE LEAF POSlT�?NED AT AN A�LE � 90 DEGREES FROkI ITS ClOSm POSITION. SUPPUED AND INSTALLED BY THE GENERAL CQNTRACT4R UNLESS NOTED OTHERWiSE. THE
GENERAL CONTRACTOR SHALL CLOSELY CQBRDINATE ALL WORK TO ASSURE AI1
8. IDENIIFY ,4�CESStBiE fJNTRANCES 1�iTH AT LEAST QNE StANQARD �lGN AND M�tTii ADQtT��AI. �RECT�t�At. StGNS� AS SCHEDULES ARE MET AND ALL WORK IS DONE IN CONF0�2MANCE TO MANUFACTURER'S
REt,�UU1RED, VISIBLE FR81A APP1t�HiNG PEIIESiRUW INAYS. REQUIREMENTS. �< ���
1�• ALL NEW CASEWORK AND MIlLVI�ORK SHAlL BE CONSTRUCTID TO AWt "PREMEUM" ��� �����
9.. THE Fl.A�R QR LIW�WG 0�1 EA�CH Stt?E �f AP! EhttRl4�tCE OR PASSAGE DOOR SHAI.L � LEV�t J�+tD CLEAR. TttE ��n`, � ���'��
LEVEL MtD Ct.EAR AREA St�IW. HAV'E A LEMG'T�i tN THE D#t2ECTl�+I OF DO�QR S�IIPEG aF AT LFJIST 60' AND THE STANDARDS UNLESS NOTED OTHERWISE. ���� �
LE4�GTH OPPOStTE �tff �RECTfON t}� D(?OR SYYtI� 0� 44" AS I�FASURED AT R1GHT A�tGlES TO 7HE �Al+1E � THE 11. PROJECT MANAGER RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND �������� � ����� �
DOOR IN li'S CLO�D P�DStit��t. INSTALLATiON. ����
10. FL04RS OR LANDtt�EGS SMA11 �E t�OT A�}RE TF�AM 1/2' LO TFUtN THE THRESF�lt}LD QF THf D04R�fAY. GHANGE 12' ARCH�"iECT OF RECORD IS NOT CONTRACTED 8Y THE OWNER TO PROVIDE CONSTRUCTiON ���,(�'�� �(�����
ADMINfSTRATIVE SERVICES. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED
IN LEVEI. BEfWEEN 1/4' AND 1/2' SHAl1 �E BEVELED 1�1TH A SLdPE NO GREATER ?}tAN 1:2. BY THE WELLS FARGO PROJECT MANAGER PRIOR TO IMPLEMENTATION.
11. CQJTER El.ECTRlCAd. REGEPTACLE OUTI.ETS NOT LESS TFl�W 16' AB�VE THE Fl.OQft OR V4f�RKiNG RlATFO�i. 13. ARCHITECT OF RECORD IS NOT CONTRACTED BY THE OWNER TO PROVlDE CONSTRUCTION
ADMINISTRATIVE SERViCES. ARCHITECTURAL DRAWINGS ARE FOR DESIGN INTENT ON�Y.
SUBCONTRACT(}R AND VENDORS ARE RESPONS�BLE FOR FlNAL INSTALLAl10N DOCUMENTS.
GC IS RESPQNSIBLE FOR FlELD VERIFlCATION TO ENSURE NEW WORK IS C0�1PATIBLE WITH
G EN ERAL N OTES - CO D E I N FO R MATI O N ��STING CONDI110NS. THIS INCLUDES RE1f1EW AND COORDINAliON OF CASEWORK SHOP
.. --.� �.<..,� ..::. �- _.�.._��.�.,��- - -
DRAWiNGS� BULLET GUARD FABRICATION DRAWINGS AND ALL ASSOGIATED HARDWARE AND .�' `"''+
EQUIPMENT. t
��, =
1. All. CANSTRUCTIQN i�t1t SFW1. � D�IE t�t (�aiPLlRNCE I�tTH THE t� 2012 EDFii�1 AND ALL OTFfER 14. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PR4WIDE ALL � �`Y10933 !
STATE AND WC�. C� REt�lt�ENTS THAT APFLY. DOCUMENTATION INCIUDING SHOP QRAWiNGS NEGESSARY FOR CONSTRUCTiON AND PERMITS. '' rsTE D i
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2 ALL E�tERf�1CY L�IiTit+�, S�E Q�TECTORS, FlftE EXt1�UiSkEERS, FE�E DETECTORS, FlRE lW4Rk1 15. FlRE UFE SAFETY TO BE DESlGN-BUILD. CONTRACTOR TO PROVIDE ALL DQCUMENTATION ' j`' �� -
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C�Ildii�tKAit�i DEVICES, EXIT �tS Ai�tO AL! OiHQt REQUfREw1Q�'S S�Il BE lN A�CGOR[�iWCE iN(TH Tltf INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. � � ' D sELSEx ��
IBC 2{i1Z ED(t1�J� �IASHIiiGT�d STATE �JILDI�� I'�t{I LIFE SAFEIY CQDES. ` �; STATE OF WASHINGTON -
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GENERAL �OOR NOTES: WHEELCHAIR PIVOTING TURNING SPACE
TURN-AROUND
1. MAXIMUM EFFORTTO OPERATE DOORS SHALL NOT IXCEED &1R° POUNDS (38N) FOR APPROACH �-� o
EXTERIOR DOORAND 5 POUNDS (22N) FOR INTERIOR DOORS. ADA/AN51404.2.9. (WHEN / � � 3
ALLOWED BY THE APPROPRIATE ENFORCEMENTAGENCY, AT REQUIRED FIRE DOORSTHE / \ TWO DOORS IN A SERIES o
MAXIMUM EFFORT MAY BE INCRFASEDTO NOT IXCEED 15 POUND�. / \ � � R E VI S I 0 N S
2.HANDACTNATEDHARDWARESHALLBECENTEREDBEfWEEN30AND441NCHES r � � `\ � �
ABOVETHEFLOOR. LATCHINGANDLOCKINGOOORSTHATARE HAND-AC7IVATEDAND L 60 � J � / � � \ / \ NO. DESCRIPTION DATE
WHICH ARE IN A PATH OFTRAVEL SHALL BE OPERABLE WfTH A SINGLE EFFORT BY LEVER 5'-0° �IA (/ \� � / � � �
TYPE HARDWARE, PANIC BARS, PUSH-PULLACTNA7ING BARS, OR OTHER HARDWARE � � r� i , � , �
DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITYTO GRASPTHE � � �
z � �
OPENING HARDWARE. LOCKED IXfT DOORS SHALI OPERATE AS ABOVE IN EGRESS � / � ��__�� � � � 60MIN 60MIN
DIRECTION. ADA/ANSI309.4,404.2.7. �_ i 60• C.�
TYPICALSYMBOLS `�'Q � � �
3. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WffH THE DOOR � 60MIN � \ / �
POSffIONEDATAN ANGLE OF 90 DEGREES FROM fT5 CLOSED POSITION. ADA/AN51 � � � \ �/ � �
40423. �--� �� �� � � �� �
0 0
4. WHERE A PAIR OF DOORS IS U'fILIZED, AT LEASf ONE OFTHE DOORS SHALL PROVIDE A � I � �
CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32° WfTH THE LEAF POSITIONEDATAN z
�
ANGLE OF 90 DEGREES FROM ff5 CLOSED POSITION. ADMANSI 404.2.2, 404.23. I I � �� � � o
0
� W CHANGES IN FLOOR z
5. THE FLOOR OR LANDING SHALL BE NOT MORE7HAN 12' LOWERTHAN THE I I '� LEVEL �� CHANGES IN FLOOR
THRESHOLD OFTHE DOORWAY. CHANGES IN LEVEL> 1/4' IN HT. AND NOT MORETHAN I I ^ m � s LEVEL ��� I+��I�+�� �A\G�
12° MAX. IN HT. SHALL BE BEVELED W(TH A SLOPE NOT SfEEPER7HAN 1:2. ADA/ANSI �- � /' 1� �`�
303.2,3033. L - - J >
W
WHEELCHAIR CLEAR ROOR SPACE ADA - PLOOR LEVELTRANSf110N5 ��� ��������
&CLEARAREAREQUIREDBEYOND ,U� � 1 �p�6
DOOR SWING
FRONT HINGE
APPROACH- APPROACH- HINGE Q
PULLSIDE FROM PULLSIDE APPROACH- �T� ' . �'i�J�,a DATE ISSUED. �.CJ.2016
r - - - - - � APPROACH- r - - - - - - -, PULLSIDE HINGE APPROACH- �,qTCF{ �jt� ��/''� �y*,V��+,O
� PUSHSIDE � r � APPROACH- PULLSIDE APPROACH- �,`'(j��VD REVIEWED BY: BONNIE VOLK
I I � � I I I �% I PUSH SIOE r � PUSH SIDE � �"'V
� ; = I � � � I = � Z f - - � - - -1 � � � - � - � DRAWN BY: LINDSEY SCHULDT
J ��x' � ;� ' � � � � I I � � � I � � � Z � _ � � � DESIGNED BY: LINDSEY SCHULDT
�
� �\ �, � S � � , � � 18MIN I I � 36MIN 12MIN* 22MIN � 24MIN Z
� � I I I� 24MIN � I i �
I 42MIN
� � ,< a � � 192780
^+ '� "" �� � � Z_ (12MIN I
- - - - - - - - -
- - - - - - - - - - - -
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10'-24 10 10
"'� M�` "'`� 327519
SIDE REACH DIAGRAMS MANEWERING CIEARANCE AT MANUAL * DOORS WffH BOTH LATCH & CLOSER
SWINGING DQORS ** 54' MIN. IF CLOSER IS PROVIDED
**; 48' MIN. IF CLOSER IS PROVIDED
SHEET TITLE
BUILDING CLEARANCES FORALLPUBUCSPACES
RECESSED
DOORS-
FRONT PULL SIDE RECESSED RECESSED DOORS- HALLWAYAND PASSAGE
APPROACH POCKETOR SfOP OR r , DOORS- PUSH SI�E WfTH WIDTH
HINGE LATCH PUSH SIDE CLOSER AND LATCH
APPROACH APPROACH n B U I � D I N G C 0 D E
�---� -- -- �----� �----�
I n I r� � r--- �� Z I I � I I � I 36MIN
\j I I
_ � � ' ' ' ' o �BM�N SUMMARY
� � �Z � �_
� I I I I � I I� �^ � I I � °^' 12MIN* I � 32MIN �
, , 22MIN , , 24MIN , x x , � x , a P R 0 J E C T N 0 T E S 8c
�----�j ---� --- --- --- --- 36MIN
L3 ��� � ACCESSIBILITY
CLEAR DIMENSIONS
MANEWERING CLEARANCE AT SLIDING & fOLDING DOORS MANEUVERING CLEARANCE AT RECESSED DOORS MEASURED ATTRIM OR
OTHER ffEMSTHAT
RESTRICTQEARANCE SHEET NUMBER
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i'��1n���A
JUN 0 9 2016
G1�0
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LIFE SAFETY PLAN
SC.N.E 1/4' = 1'-0"
0 2 � s�r
LI FE SAFETY 5 UMMARY
1. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3, EXCEPTION 1.)
THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY
GROUPS B, F, AND S, SHALL NOT BE MORE THEN 10Q FEET, PROVIDED THAT
THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM INSTALLED IN ACCORDANCE W1TH SECTION 903.3.1.1
COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL - 68', EXISTING NO CHANGE
2. TRAVEL D15TANCE LIMITATIONS, (SECTION 1016.1) EXITS SHALL BE SO
LOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT
ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A
STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND
UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED 300 FEET. (SEE
TABLE 1016.1)
COMPLIANCE:MAXIMUM TRAVEL DISTANCE - 116'-9", EXISTING NO CHANGE
3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1)
TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL
BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,
(SEE TABLE 1015.1)
COMPLIANCE: EXIT DOORS REQUIRED - 2
COMPLIANCE:EXIT DOORS PROVIDED - 2, EXISTING NO CHANGE
4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1, EXCEPTION 2)
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,
THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS
DOORWAYS SHALL NOT BE LESS THEN ONE-TH1RD OF THE LENGTH OF THE
MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED.
COMPLIANCE: MINIMUM SEPARATION REQUIRED - 50'
COMPLIANCE: MINIMUM SEPARATION PROVIDED - 71', EXISTING NO CHANGE
FIRE & LIFE SAFETY PLAN NOTES
MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL
TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
FIRE & L1FE SAFETY PLAN LEGEND
ASSUMED EXISTING PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS
ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE
;,� �,i ,� ;- , FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION
`/�`,%' :'' //� , SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE
�' /;' %�/ � EVENT OF A POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE
� j� / �� POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL
__,_._.� �� C O N S I S T O F S T O R A G E B A T T E R I E S, U N I T E Q U I P M E N T, O R A N O N- S I T E
GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL
BE IN ACCORDANCE WITH 2O12 IBC SECTION 2702, PER 2012 IBC SECTION 1006
� EXIT LIGHT AC WITH BAITERY BACK-UP DIRECTIONAL ARROW UNITS WHERE
-� LINE OF SIGHT TO NEAREST EXIT IS OBSCURED.
� FIRE EXTINGUISHER '�
NEW TENANT PARTITION WALL
EXISTING WALL
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10933 �
" REGISTE D
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. STATE OF �11SHIPiGTGN ,
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SH EET TI TLE
LI FE SAFETY P LAN
SHEET NUMBER
G1�1
ARCHITECT PROJECT NUMBER
161120
,�
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SITE PLAN
SCN.E: 1/16' = 1'-0'
Ef�TERLINE OF ROAD
PROPERTY LINE
�—ROOF LINE
; ------ ----- ; A B 0 VE
� �
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� DRIVE UP ATM LANES
EXISTING
PARKING
ROOF LINE
ABOVE
EXISTING
PARKING
EXI STI N G
ACCESSIBLE
PARKING AND WIDE
ACCESS AISLE
LANDSCAPE AREA,
TYPICAL
CONCRETE PAVING,
TYPICAL
CENTERLINE OF ROAD
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SITE PLAN 1NFORMATION
PROJECT PlAAME: TUKWILA BRANCH
PROJECT ADDRESS:
343 ANDOVER PARK EAST
TUKWILA. WA 9818$
PARCE! NUMBER: 0223404046
LEGAL DESCRIPTION: ANDO'VER INDUSTRIAL PARK � 5 LOT B OF
CtTY OF TUKWILA SFtORT PLAT NO L96-0028 RECORDING NO
9609200407 SAlD SHORT PLAT DEFINED - POt�2TtON OF LOT 4 Of
ANQOVER INDUSiRWL PARK NO 5 BEGIN NE COftNER OF SAID LOT
4 TH S 01-47-28 W 271.82 FT TH ON CURVE TO R1GHT RADIUS
OF 25 FT CENTER BEARtNG N 47-�0-39 W ARC QfSTANCE Of
21.56 FT THRU C/A QF 49-24-22 TH N 88-16-17 W 269.84
FT TH N 01-47-28 E 292.32 Ff TO N IJNE OF LOT 4 TH
ALOHG SAID N IJNE ON CURVE TO RIGHT RADIUS OF 410.28 Ff
CENTER BEARING S 05-28-52 E ARC DISTANCE OF 79.13 FT
THRU CJA OF 11-03-01 TH S 84-25-51 E 198.11 FT TH ON
CURYE TO LEFT RADIUS OF 410.28 FT CENTER BEARING N
OS-24-49 E ARC DISTi4NCE OF 12.19 FT THRU CfA OF
01-42-08 TO ROB LESS U P RR OPERATING R/Vrf -(ALSO SEE
RECORQING NO 9609209QOi)
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TUKWILA, WA 98188
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. REGISTE D �
. � ,'�� �HIT �T/ f
1 �
REVISIONS
,
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
327519
SHEET TITLE
SITE PLAN
SHEET NUMBER
SP�1
ARCHITECT PROJECT NUMBER
161120
��
„
DEI�OLITION
�/�• _ �'—o'
■ j
0 2 4 8F?
�
DEMOLITION PLAN GENERAL NOTES
REFER TO REFIECTED CEILING DEMOLfTION PLAN FOR COMPLETE DEMOLITtON SCOPE.
2. ALL EXiSTiNG CONDITIONS AND FlNISHES TO REMAIN THROUGHOUT. UNLESS OTHERWISE
NOTED. CARE TO BE TAKEN NOT TO DAMAGE EXISTING CONDITIONS NOTED TO REMAIN. PATCH
AND REPAIR REM�UNING PAR11TlONS AND PREPRRE AND LEVEL Q(ISTiNG SIAB AS NECESSARY
TO ACCEPT NEW FlNISHES PER FlNISH PLAN.
ALL EXISTING POWER AND DATA OUTLETS TO REMA[N THROUGHOUT SUIIE. DUE TO HIDOEN
CONDITIONS ROWER AND DATA OUREfS MAY DCIST 8UT MAY NOT BE REFLECTED ON PlANS.
4. �ISMANTLE AND REMOYE ALL ITEMS SHOWN AS QASHED. REMOVE ALL POWER SIGNAL,
SWITCHING & OTHER PERTINENT ITEMS FROM WALLS TO BE DEMOUSHED, U.O.N. COORDINATE
SALVAGE� STORAGE, AND REUSE OF MATERlALS WtTH BUILDING MANAGEMENT AND WELLS
FARGO PROJECT MANAGER PRtQR TO COMMENCEMENT OF PROJECT.
REMOVAL, RELOCATION, AND REINSTALLATION OF INTERIOR SECURtTY EQUIPMENT AND ALARM
SYSTEMS BY SECURIIY VENDOR.
DEMOl.lTtON CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS M1ITHOUT PRIOR
DERECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOUTION TO AVOID
D,4MAGE TO D(ISTiNG BUILDING SHEIl/ STRUCTURE. CEASE OPERATION AND NOTIFY PROJECT
MANAGER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER.
. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTlON CONDITIONS. HOWEVER�
FlELD CONDITIONS MAY OCCUR WHICH WI�L CAUSE A CONFUCT. IT IS THE RESPONSIBIUTY OF
THE GENERA� CONTRACTOR OR THEIR SUBCONTR�4CTOR TO ALERT THE ARCHtTECT OF ANY
SUCH DISCREPANCIES OR CONFl..lCTS PRIOR TO PERFORMtNG WORK. FAILURE TO DO SO MAY
LEAD TO WORK IN QUESTION BEING REJECTED BY WELLS FARGO OR ARCHITECT.
s. CARE TO BE TAKEN DURING WALL DEMOLlT10N WHERE NEW WAIl CONSTRUCTION IS
PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUC110N. THE
CONTRACTOR'S DISCRETION IS REFERRED TO FOR IMERPRETATION OF THE LIMITS UNDER
WHICH WALLS TO REMAlN ARE TO BE DEMOLISHED ENTIRELY. TO BE REUSED OR TO PROYiDE
SELECTIVE DEMOLlTlON.
9. THE PREMISES AND TtiE JOB SITE SHALL @E MAINTAlNED IN A REAS4NABLY NEAT AND
ORDERLY CONDITION AND LEFT FREE FROM ACCUMUlAT10NS OF WASTE MATERlALS AND
RUBBISH DURtNG THE ENTIRE CONSTRUCTION PERIOD. REMOYE CRATES, CARTONS, AND OTHER
FLAMMABLE WASTE MATERLALS OR TRASH FROM THE 1NORK AREA AT THE END OF EACH
WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES, AND StMlLAR SPACES
SHALL BE CIEANED AND LEFT FREE OF RUBBISH, LOOSE PtASTER, MORTAR DREPPINGS,
EXTRANEOUS CONSTRUCTtON MATERU�i., DIRT, AND DUST.
DEMOLITION PLAN KEYNOTES
� ALL EXISTING CQNDfTtQNS AT TELLER UNE TO REMAlN, UNLESS OTHERWfSE NOTED. EXISTING
�-/ BLACK CASEWORK HOODS/TELLER TRANSAC't'10N GATES TO BE REMOVEU.
PATCH/REPAlR/CONFfGURE SUB—SURFACES AS REQUIRED FOR NEW SPECIFlED BUILD—OUT/
FlNISHES. SEE SHEEl'S A3.0, A3.1 AND A3.2 FOR AD�ITtONAL INFORMATION.
EXISi1NG HALF HEIGHT TELLER WALL AND GATE TO BE REMOVED.
EXI5TING SAFEfY DEPOSfT WA(TING/SIGN—IN COUMER TO BE REMOVED.
DCISTING STORAGE / PRINT ISLAND TO REMAlN
EXISTING DESK TO REMAlN
G.C. TO REMOVE AND RELOCATE IXISTING THERMOSTAT. CONFIRM NEW LOCATION WITH WEILS
FARGO PRO.lECT MANAGER.
D(ISTING VCT FLOORING AND RUBBER TRANSI110N STRIP TO BE REMOVED. PREPARE AND
LEVEL IXISTING SLAB AS NECESSARY TO ACCEPT NEW SCHEDULEO FlNISHES.
IXISTING RUBBER BASE TO BE REMOVED AT CUSTOMER FACING SIDE OF TELLER UNE. PATCH
AND REPAlR SU8 SURFACE AS NECESSARl' TO ACCEPT NEW SCHEDULED BASE.
REMOVE UPPER POi2T10N OF EXISTING PAR11ilON. BOTH SIDES EASTf WEST TO BE REDUCED
IN LENGTH. SEE ELEVATIONS FOR ADDIitONAL INFORMATION.
10 �ISTING TEt1ER UNE STATION TO 8E REMOVED TO Al10W FOR NEW ADA COMPLIANT
STATION. EXtSTING POWER SUPPLY TO REMAIN FOR NEW STATION. EXISTiNG UNDERCOUNTER
STEEL AND CPU BRACKEf TO BE SALVAGED FOR STORAGE AND/OR REUSE. CQORDINATE
WITH PROJECT MANAGER. SEE SHEETS A3.0, A3.1 AND A3.2 FOR ADDiT10NAL INFORMATtON.
11 RELOCATE/EXTEND EXISTlNG BLANK AND DUPLEX OUTLETS AS REQUIRED TO ALLOW FOR NEW
TELLER LlNE FlNISH INSTALLAAl10N.
DEMOLITION PLAN SYMBOLS LEGEND
PARIITION TO REMAIN
--- PART1Ti0N OR ITEM TO 8E REMOVED
OFFICE
�oo
0
GLASS SIDE LlGHT / STOREFRONT TO REMAIN
CASEWORK TO REMAIN
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ROOM NAI�AE
ROOM NUMBER
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City of Tukwila
BUILDfNG DIVISION
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PERtUItT CE�iTER
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
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' 10933 �GISTE D �
ARCHITE T
`. :=. , �` ,� � �,
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SH EET TI TLE
DEMOLITION
PLAN
SHEET NUMBER
AD1�o
ARCHITECT PROJECT NUMBER
161120
REFLECTED CEILING DE�IOLITION PLAN
SCN,E: 1/4• = 1•-0•
0 2 4 8FT
REFLECTED CEILING DEMO GENERAL NOTES
�' ALL EXISTING CEIUNG CONDiTiONS TO REMAtN
THROUGHOUT SUITE� UNLESS OTHERWISE NOTED.
2' DISMANTLE AND REMOVE ALL tTEMS SHOWN AS DASNED.
SALVAGE FlXiURES AND ACOUSTIC CQUNG Til_ES F4R
REUSE.
3.
4.
5.
REMOVAl. AND/OR RELOCATION OF D(ISTING SECURtTY
DEVICES AT CEILlNG BY WELLS FARGO SECURIIY VENDOR.
REFER TO A1.2 FOR ADDI110NAL CEIUNG INFORMATION
DEMOLISH OR RELOCATE DCISTING LOUDSPEAKERS�
STROBES, SMOKE DETECTORS, AND MQTION DEtECTORS AS
REQUIRED PER NEW LAYOUT. CONTRACTOR TO CONFlRM
NEW lQCATtONS WiTH PROJECT MANAGER PRIOR TO
DEMOLlTION.
6. D(ISTING HVi4C TO REMAIN AS FEASIBLE. MECHANICAL AND
FlRE PROTECTION ARE DEfERRED SUBMITTALS.
MECHANICAL SYSTEM SHALL BE B,4U�IVCED AS REQUIRED
TO ENSURE ANY ADJUSTMENTS TO THE SYSTEM ALLOWS
FOR PRQPER CONDITiONING OF THE SPACE
REFLECTED CEILING DEMO PLAN KEYNOTES
1O EXISTING DRYWALL SOFFlT TO REMAlN.
DCI511NG RECESSED CAN FlXTURES AND ASSOClATED
2O ACOUSTIC CEILING TiLES TO BE REMOVED. SALVAGE FOR
REUSE.
UPPER PORTION OF EXISIING PARTITION TO BE REMOVED.
OCONTRACTOR TO CONFlRM IF D(iST1NG FRAMING A80VE
GRID CAN BE REUS@ FOR NEW DRYW,4LL HEADER. SEE
A1.2
REFLECTED CEILING DEMO PLAN SYMBOLS
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MECHAN{CAL
EXISTING 2 x 2 SUSPENDED CEIUNG GRID
SYSTEM TO REMAlN
DtISTiNG GYPSUM BOARD CEILING/SOFFlT TO
REMAIN
EXISTING 2' X 4' LAY—IN FlXTURE TO REMAIN
D(ISTING RECESSED CAN FlXTURE TO BE
REMOVED
GAN FlXTURE TO REMAIN
[�:{���[�3►�t+�:1�1��_�I:,
D(ISi1NG REiURN OR SUPPLY AIR TD REMAlN
(SHOWN FOR REFERENCE ONLY�
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CITV f�� �'il���`�iL�
JUN 0 9 2016
PERti�li CEi�TER
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
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REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SH EET TI TLE
REFLECTED
CEILING DEMOLITION
PLAN
SHEET NUMBER
AD 1 � 1
ARCHITECT PROJECT NUMBER
161120
DOOR AND FRAME SCHEDULE
DOOR FRAME HARDWARE
SIZE DETAIL
NUMBER ROOM WD HGT MATL TYPE MATL TYPE HEAD JAMB SILL FUNCTION GRP NOTES
111A TELLER AREA 3'-0" N0� �W�C FG1 ALUM 1 DETAlLS BY CONSULTANT ELECTRIC LOCK 9.01 SEE ELE�/ATIONS FOR DOOR HEIGHT.
ACRYL.lC HEIGHT TO BE VERIFIED IN FlELD
PRIOR TO ORDER. SEE HARDINARE
GROUP FOR ADDi110NAL NBTES
HEIGHT TO BE VERIFlED IN FlELD �
111 B TELLER AREA 3'-0' SEE BAWSTtC FG1 ALUM 1 DETAILS BY CONSULTANT ELECTRIC LOCK 9.01 PRtOR TO ORDER. SEE HARDWARE
NOTES ACRYLIC GROUP FOR ADDI110NAL NOTES.
HARDWARE GROUPS
HARDWARE GRaUP N0. 9.01
2 EA CONTINUOUS HINGE
1 EA FAIL SECURE ELECTRIC STRIKE
1 EA KEYPAD ELECTRIC LOCKSET
1
1
2
EA
EA
EA
CORE
CLOSER
KICKPlATE
HAGERjROTON, HALF SURFACE, 780-054HD, FINISH: SATIN CHROME
ADAMS RITE, 7100 SERIES, FINISH: 626 SATIN GHROME
ALARM LOCK, TRILOGY, STORE ROOM FUNCTION, DL27751C—S, FINISH: US26D SATIN CHROME
(PROHIBITS RE—ENTRY, EGRESS ONLY)
SCHLAGE, 6 PIN, FINISH: TO MATCH
NORTON, 8200 SERIES, FINISH: 626 SATIN CHROME, 693 BLACK
NES, 8400, 10"W X 34H", STAINLESS STEEL KICKPLATE, FINiSH: fi30 (OR APPROVED EQUAL)
NOTE: DOORS, FRAME AND HARDWARE PROVIDED AND INSTALLED
BY BALLISTIC GLAZING fNSTALLER. REFER TO SHOP DRAWINGS
FQR ALL ASSOCIATED DEiAiLS.
DOOR TYPES DOOR FRAME TYPES
SEE DQ4R
seN�ou�
;
��/
f ` � � 3j�� z
� f 1-3/8' �
� BAWSIIC <
't ACRYUC �
\�� W
� �� : �
'�. KICK PLATE �
`
�,
Fl-�-- --- , ------ ��--- --- — ---
UNE LINE
QOQR iYPf 'FG9" F'RAiwtE TYFE '1"
BULLET PROOF DOOR AUIMINUM
GENERAL NOTES
PERMANENT SFlC CORES TO 8E PROVIDED AND INSTALLED BY PROJECT MANAGER.
DCIT DOORS ARE OPERABLE FROM THE tNSIDE WITHOUT THE USE OF A KEY,
SPECIAL KNaWlEDGE OR FORCE.
3. ALL HARDWARE IS ADA COMPLIANT.
4.
5.
ALL INTERIOR HINGED DOORS, DCCLUDING FlRE DOORS. TO H�4VE A MAXIMUM
OPEMING FORCE OF 5 POUNDS PER ADA STANDARDS SEC110N 404.2.9.
NEW INTERIOR DOOR FRAMES TO BE BULLET GUARD MANUFACTURER STANDARD
BLACK ALUMfNUM FlNISH.
K EY
118' = t'-0'
PLAN
REVIEWED Ft�E�
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PE�MIT �ENTER
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
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10933
' REGIST RE -;
x2 c �
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NJ1CK D SELBE G -
STATE OF WASHINGTON
}...-,. _..
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SHEET TITLE
DOOR 8c HARDWARE
SCH ED U LE
SHEET NUMBER
A0�1
ARCHITECT PROJECT NUMBER
�,
„
• , ' ' 1
SCJ4LE: 1/4' = 1'�
0 -� _ 4 8 FT
FLOOR PLAN GENERAL NOTES
1. REFER TO SHEE� A0.1 FOR DOOR AND HARDWARE SCHEDULE.
REFER TO SHEEf G1.0 FOR EGRESS AND ACCESSt81L1T1( COMPLlANCE.
REFER TO SHEEf F1.0 FOR FINISH PLAN AND SCHEDULE
ALL D(ISTING CONDITIONS TO REMAIN THROUGHOUT, UNLESS OTHERWISE NOTED. FURNITURE SHOWN FOR
REFERENCE ONLY.
PATCH AND REPAIR ALL EXISTING PART1T10NS, CEIUNG. AND F100RING SURFACES, AS REQUIRED, WHERE
EFFECTED BY DEM{OUTiON/CONSTRUCTION. TO MATCH AND AUGN WITH EXISTING CONDITIONS. PREP TO
RECEIVE FlNISHES AS NOTED.
GC SHAi1 BE RESPONSIBLE FOR PROViDING FlRE TREATED BLOCKING CONCEALED IN PARTRIONS FOR ALt_
NEW WALL AND CEttJNG MOUNTED ITEMS, WHERE INDICATED ON DRAWINGS.
7. ALL. NEW GYPSUM BOARD WALL SURFACES TO RECEiVE A SMOOTH, LEVEL 4 FlNISH PER AWCI S"fANQARDS.
APPLY A DRYWALL PRIMER (SHEEfROCK BRAND "FlRST CQAT" OR EQUN.) PRIOR TO FlNAL FlNISH CQAT TO
MINIMIZE SURFACE TEXTURE Vi4RIATiONS.
ALL SECURI7Y DE1/ICES INCLUDING CAMERA MONtTORS, ALARMS, ETC. WII1 8E DESIGNED AND INSTALLED BY
WELLS FARGO SECURIIY VENDOR. SECURtTY VENDOR TO VERIFY SECURIIY SCOPE WiTH PROJECT MANAGER
AND COORDINATE ADDt110NAL ELECTRICAL SUPPORT WITH CONTRACTOR, AS REQUtRED.
WELLS FARGO PROJECT MANAGER RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND INSTALLATION. I
7• ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDfiIONS ADDtTtONAL PjP/D MAY IXtST BUT
MAY NOT BE REFLECTED ON PLANS.
FLOOR PLAN KEY NOTES
OG.C. TO CQORDINATE INSTALLATION OF NEW BANDIT Ba4RR1ER. FABRICATION DRAWINGS AND
INSTi4LLAT10N BY BULLET GUARD. SEE ELEYATIONS AND DEfAlLS FOR ADDITIONAL INFORMA710N.
OTELLER UNE: (1 } NEW ADA STATION AND (4) D(ISiING STATIONS TO REMAIN WiTH NEW BULLEf
RESISTfYE FlBERGLASS PANELS AITACHED TO CUSTOMER FACING SIQES OF E?CISTtNG SUBSTRATE.
PROVIDE NEW PLASTIC LAMlNATE FlNISH AT FRONT FACE AND COUNTER. FlNAL LO�ATiON OF
COMPUTERS� CASH COUNTERS AND ALL OTHER ASSOCIATED EQUIPMENT TO BE COORDINATED ON SITE
WITH PROJECT MANAGER. SEE ELEVATiONS AND DEtAiLS FOR ADDITIONAL INFORMATION.
OPROVIDE NEW WELLS FARGO STANDARD DOOR REl.EASE BUTTONS AT EVERY OTHER STATION WHERE
NOTED PER PLANS. PROYIDE 2 BURONS AT EACH LOCATION — ONE F�R EACH DOOR. EXACT
LOCATION TO BE CQflRDlNATED ON SITE WtTH PROJECT MANAGER PER EXfSTING COND(RONS. TIE TO
ELECTRIFlED DOOR LATCHES� AS REQUIRED.
OPROVIDE NEW POWER AS REQUIRED FOR NEW ELECTRIFlED QOORS. SEE A0.1 FOR ADDITIONAL
INFORMATION.
OPROVIDE WIRING CHASE THROUGH NEW HALF HEIGHT PARTITION. NEW POWER FOR ADA STATION TO
TIE lNTO EXISTtNG FEED AS FEASIBLE. ALL NEW POWER REQUIREMENTS IN ADA STATIONS TO BE
COORDINATED WI'iH PROJECT MANAGER.
ONEW HALF HEIGHT PAR11TtON WITH BANDIT BARRtER ABOVE. INSTALL AT LOCATION WHERE D(ISTING
GATE WAS REMOVED AS TO NOT REQUIRE CARPET PATCHING.
OPATCH AND REF'A!R REM�UNING PORTION OF DCISTING PARTITtON FOR "UKE NEW" APPEARANCE. SEE
DEfAlLS FOR ADDITIONAL INF4RMAT10N.
O REINSTALL D(ISTiNG POWER AS REQUIRED PER NEW BUILD OUT.
FLOOR PLAN SYMBOLS LEGEND
PARTiT10N TO REMAIN �— �
���,���� ���: ��� NEW HALF HEIGHT PARTI710N ;��� i i� i i i—� �
GLASS S{DE UGHT/ - � �
STOREFRONT TO REMAIN �_ �,�.. ___. _...u_�_ �
�
— AX.X —
�
�
d
�
ABBREVlAT10NS
R
KEYNOTE
INTERIOR ELEVATtON
REFERENCE
DUPLEX RECEPTACLE
4—PLEX RECEPTACLE
VOICE/ DATA OUTLET
BLANK
RELOGATED
OFFICE
�oo
a
� �a �'.
��
EXiSTiNG CASEWORK TO
REMAlN
NEW CASEWORK
AREA OF NO WORK
ROOM NAME
ROOM NUMBER
DEfAI� OR SECTtON
REFERENCE
0 DOOR RELF�4SE PUSH
BUTTON
TU THERMOSTAT
$ FlRE EXTINGUISHER
+44" MOUNTING HEIGHT. A. .
TO CENTERLJNE�
n
�,.
� ��wM �� ��� �
.., � $
�,��.��. �� �rv� ��wn��
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�� p������'
��� �����,���
��� 4 ,� ��1�0
. o�„�u�i�� \�N
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`du�
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JUN 0 9 20i6
PERNfIT �CE�VTER
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
r�la�c�.. ���L4 ,.
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10933
REGIS .
CHI E .
: :: ! -_ ,
M7�CK D SELBERG
. � STATE OF WASHINGTON
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SHEET TITLE
FLOOR PLAN
SHEET NUMBER
A1�0
ARCHITECT PROJECT NUMBER
161120
,,
„
REFLECTED
�: � / 4� ` ' �-0r
CEILING PLAN
0 2 4 8FT
REFLECTED CEILING PLAN GENERAL NOTES
1.
2.
3.
ELECTRICAL CONTRACTOR TO ENSURE THAT MODIFtED LAYOUT OF LlGHT
FlXTURES ARE PLANNED SO ELECTRIGAL CAPACITY AND ENERGY USE IS
CONSISTENT W1TH EXtSTtNG DESIGN.
SEE SHEEfS Fi .0 FOR CEtLiNG FlNISHES
RESWITCH RELOCATED LIGHT FlXTURES AS REQUIRED AND/OR SHQWN ON
REFLECIED CEIUNG PLAN.
4. ALL SECURITY DEViCES AT CEIUNG WILL BE DESIGNED AND INSTALLED BY
, WELLS FARGO SECURIiY VENDOR. VENDOR TO COORDINATE ASSOCIATED
POWER/DATA CONNECTIONS WITH G.C. AS REQUIRED
5' DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TIIE, U.O.N.
6' L�''A�'`TERAL FORCE BRACING IS REQUIRED FOR CEIUNGS OYER 144 SQUARE
r G��
�' CEILtNGS WtTH IMEFiSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE
NOT REQUIRED TO HAVE LATERAL FORCE BRACING.
REFLECTED CEILING PLAN KEYNOTES
PROVIDE NEW DRYWALL HEADER AND FRAMiNG WHERE D(ISTING PART{110N
1O WAS REMOVED. EXTEND WEST TO IXISTiNG PARTiTION AND EAST TO
EXISTING SOFFIT.
RELOCATE DCISTING ACOUSTICAL CEIUNG TILES PER NEW LIGH7ING LAYOUT.
OWHERE DAMAGED TILES OCCUR PROVIDE NEW PER ATriC STQCK OR
DCCHANGE WITH TILE FROM BACK OF HOUSE. COORDINATE WITH PRQJECT
MANAGER.
O D(ISTING DRYWALL SOFFlT AT 8'-0".
O LINE OF NE4V BULl.Ef RESISTNE ACRYUC PANELS BELOW
REFLECTED CEILING PLAN SYMBOLS
.>�:. — :.:.:::�
' `.r: �`;�i: � :
:�': �,.�:.
;;:: •.-
`.:�.`� :
; ,.,
:.°
�
r:.
MECHANICAL
ABBREVIATiONS
R
D(ISTING 2 x 2 SUSPENDED CEILlNG GRID SYSTEM TO REMAIN
NEW GYPSUM BOARD HEADER
EXISTiNG GYPSUM BOARD CEILING/SOFFIT TO REMAIN
2' X 4' LAY—IN FlXTURE
CAtJ FlXTURE
IX(T SIGN
DCISTING RETURN OR SUPPLY A!R j0 REMAlPI
(SHOWN FOR REFERENCE ONLY)
RELOCATED
�
�� ��� ��M � � � � �'�
� � ,' ��' � � � � � ;�
� �� �� �� �
,
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R�����P��,�,� �
��D ���,���1
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• ����ta
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JUN 0 9 2016
t'ERN31T' �ENTER
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
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� 10933 �
, � REGIS�RE� �
:..
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SHEET TITLE
REFLECTED
CEILING PLAN
SHEET NUMBER
A1�2
ARCHITECT PROJECT NUMBER
161120
METAL STUD TABLE - MAX WALL HEIGHT V240
STUD 51ZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT
COMPOSITE SECTION NON—COMPOSITE SECTION
2 1/2" 25 250 S 125-18 � 6�� 12'-10" 9`_7"
24" 11'-3�� $�_3��
20 250 S 125-33 � 6�� 14'-3" 12'-0"
24" 12'-5" 10'-6"
3 5/8" 25 362 S 125-18 16" 15'-2" � 2'-2"
24" 13'-2" 9'-11 ��
20 362 S 125-33 � 6" 16'-7" 16'-0"
24" 14'-6" 14'-0��
6�� 25 600 S 125-18 16" 20'-1 " -
24" 16'-4" -
20 600 S 125-33 16" 25'-6" 23'-9"
24" 22'-3" 20'-6"
VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' ASSOCIATION (SSMA)
TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN
INTERIOR APPLICATIONS (5 PSF) W1TH DEFLECTION LIMIT OF V240.
1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK. GYPSUM
BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX.
2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE
BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION
VALUES.
CEILING WIRE ATi'ACHEMENT
CONSTRUCTION TYPE FASTENER
WOOD 1/4"X 3" SCREW EYES
STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 2 1/4"
METAL DECK SCREW EYES.
POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4" METAL
CONCRETE HIT ANCHORS
POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4" METAL
CONCRETE HIT ANCHORS
NOTE: THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER
STATES VERIFY WITH AUTHORITY HAVING JURISDICTION..
S'-0' AF.F. �
FRAMING SCHEDULE
AUGN, BOTH SIDES
w� oc. wai.� (B�ro�o)
G.C. AND BULLET
GUARD TO CO�RD{NATE
DEP'fH OF HEADER VViM
ACRYIJC PANEL HEIGHT
z
�
DRYWALL HEADER DETAIL
sca�.E ,-�/2• _ �'-o'
DCISTtNG HANGER WIRE.
WHERE OCCURS
D(ISTING ACOUS?ICAL
CEiLING TiLE AND GRID�
BOTH S{DES
NEW 5/8" GYP. BD..
HEADER, ATTACH FRAMING/
BLOCKING TO EXlSTING
CEtLING GRID AS REQUIRED.
PROVIDE PAINT FlNISH� WF-7
8'-0' AF.F.
Al.lGN. BOTH SIDES
W/ Dt. WAlL (BEYOND)
DRYUVALL HEADER DETAIL
SCJ1tF: 1-1/2' = 1'-0'
�
i
BRACE AS REQ'D FOR
RIGID CONDRidN.
EXISTING HANGER WIRE,
WHERE OCCURS
IXISTiNG ACOUSTICAL
CE{LlNG T1LE AND GRID,
BOTH SIDES
NEW 5/8' GYP. BD..
HEADER� TIE INTO IXISIING
FRAMING OR PROVIDE NEW
AS REQUIRED. PROVIDE
PAINT FlNISH� WF-7
NEW UL 752-2 SAR ACRYLIC
PANELS AND ATTACHMENT
HARDWARE PROVIDED AND
INSTALLED BY BULLET GUARD
�Y4" PAINTED WOOD TOP CAP
WF-1 W% SEMI—GLOSS FINISH
3�" METAL STUDS, SEE MTL.
STUD SCHEDULE FOR GAGE
AND SPACING
1 l�+►YER �" GYP BD. EACH SIDE
UL COMPLYING FASTENER
C� 24" OC MAX
,.. � . .. . ., .
.. . .
CONCRETE SLAB
NOTE: LAMINATE SEAMS TO BE PROVIDED AT
OUTSIDE CORNERS. MITER JOINTS AS FEASIBLE.
PARTIAL HEIGHT PARTITION W/ DRYWALL
sr,�.�: , �/2' _ ��-o-
z
0
¢
�
W
w
W
�
NEW UL 752-2
SAR ACRYLIC PANELS AND
ATTACHMENT HARDWARE
PROVIDED AND INSTALLED I
BULLET GUARD
..� ...
_ __
REVIEWED �C?!�
��'}�}� C4�flPLlANCE
� �►�P�OV�C�
JUL 01 Z016
�
City t�f i"u6cwila
ILC�ING DiVIS14N
}�"MDF SUBSTRATE ATTACHED TO
STUDS WITH PLASTIC LAMINATE
FINISH AS SCHEDULED.
3�" METAL STUDS, SEE MTL.
STUD SCHEDULE FOR GAGE
AND SPACING
Y4" BULLET RESISTIVE FIBERGLASS
AND �� MDF SUBSTRATE
ANCHORED TO MEi'AL STUDS WITH
LAMINATE FINISH AS SCHEDULED
UL COMPLYING FASTENER
C� 24" OC MAX
APPLIED RUBBER BASE, B-1
CONCRETE SLAB
NOTE: LAMINATE SEAMS TO BE PROVIDED AT
OUTSIDE CORNERS. MITER JOINTS AS FEASIBLE.
PARTIAL
sc�t.E: � �/r = �'-o'
HEIGHT PARTITION W
m
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JU�10 9 2016
P�i�MtT CEiUTE�
LAMINATE
TUKWILA BRANCH
343 ANDOVER PARK E
TU K WI LA, WA 98188
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: '�0933 �GIS�i'EF�,p
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
327519
SHEET TITLE
WALL TYPES
Af� D DETAI LS
SHEET NUMBER
A2�2
ARCHITECT PROJECT NUMBER
161120
\
BASE OPTION:
SCALE. 1 �2° - 1'-0"
� _ � .� � ____ €
ENLARGED
TELLER
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PERMIT CIE�iT�R
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
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� REGIST i
. ARCHI C ;
: ,�% ;; %� � � � �
!/ � i
_.....�.._ .� ��..:.a
REVISIONS
.
J�
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SHEET TITLE
TELLER LI N E
WITH BANDIT
BARRIER
EN�ARGED PLAN
SHEET NUMBER
A���
ARCHITECT PROJECT NUMBER
161120
�.
NEW UL 752-2
SAR ACRYLIC
PANELS,TYP.
BY VENDOR
NEW ACRYLIC DOOR,
BLACK ALUMINUM FRAME,
AND HARDINARE BY
VENDOR
PRIVACY FILM, SOF-1
NEW HALF HEIGHT PARTITION.
FIBERGLASS AND MDF SUBSTRATE
ANCHORED TO METAL STUDS WITH
LAMINATE FINISH, MW-1.
NEW APPLIED RUBBER
BASE, B-1. RETURN AT
CORNERS, TYP.
NEW PARIIAL HEIGHT —
WALL W/ �° PAINTED
WOOD TOP CAP AND
APPLIED BASE, B-1
NEW ACRYLIC PACKAGE
EXCHANGE BY VENDOR
NEW PRIVACY FILM, —
SOF-1 TYP.
�
NEW LAMINATE
COUNTERTOP FINISH,
MW-2
j 5—,SJi j 3-3�'4 1 ,S —1 lJz j
ELEVATION AT SIDE OF TELLER LINE
SCALE: 1 /2" = 1'-0'
0
NEW LAMINATE
FRONT PANEL, MW-1 N N
�
0
��
- �: . ::. :.... ..�: �
::: � PE
�,
E _ ,�
8'-1 °V.I.F, NEW ADA STATION
9
5"
NEW UL 752-2 —
I PANELS,TYPC I
BY VENDOR
�. \
�`� II � � NEW ACRYLIC
\ ��, VERIICAL VOICE
(�` I BAFFLES, TYP. IIo
BY VENDOR
- •..:•:�.:�.. _
i::
. :. .. .� ....... .. .. .. .. .. . . .. ... ... : . ....... . . ....: .. ... . . :.... .. .. .: . ..: ....:: . .. .. :. ... . . . . .. . : :. _! :.
: - ,::
�; ::::: �:.::: :: :�:::�:;: ::.... ..::`. � .
... . ...:. .: .. . -.:�"::::: �:::::;":': :: :: :: . ........ .. II :� ll : ..:.: .. .. . ..: :..:..:.:........: :. . :.: .: .: .. .. ...:... .. . _...:.��...
�
i
�
15'-4"V.I.F, EXISTING
ELEVATION AT TELLER LINE (VIEW FROM CUSTOMER SIDE
sc�: , /z» _ ,'-o°
1 J-11 1 J—J74 1 'r}—IU 1
T T
��ELEVATIORI AT SIDE OF TELLER LINE
SIM.
12
SCALE. 1 /2" - 1 �-0"
�2 �2
A3.2 DRYWALL HEADER ��Z
SIM.
I I I �I il � ;I
� � � ;� �� ; �
NEW ACRYLIC BAFFLE i i i i � �� NEW UL 752-2 �
BY VENDOR
i i i i ;i ii ; SAR ACRYLIC ;i
EX. MODIFIED PARTIAL � i i i ;i ri; PANELS,TYP. �i
HEIGHT WALL W/ � PAINTED i i i i ;i �i ' BY VENDOR 'i
WOOD TOP CAP AND APPLIED `
i i i i i �� NEW ACRYLIC �
BASE, B-1 � � ; � � � � ° ' '�
i i i i i n VERTICAL VOICE i
no,
NEW ACRYLIC PACKAGE i i i i :i ii . BAFFLES, TYP. ,i
EXCHANGE BY VENDOR i i � � � �� ' BY VENDOR '�
i i ;t n i
__ _ ' ' � �
NEW PRIVACY FILM � ........... ::.::.�:..�:. � .� � � �� ...�:::��::�:. � i �:_::�..::: �. � _ ,i u �:�::�.:�:: � . . ;i
� ..::.::.:: : �.:::.
' = �'' :..:�..�. i i .:....:.... ..-. i i � ......:: ;i u ;i
N
�
— I I I II 'I
soF i rrP. � �
. _: :. ..
, i . PE :. �..�. i . , ;:. ::: .
NEW LAMINATE _ � PE " _ � . .
� . : :. � .—..�- . �'` 'i ii ; I
i
� . .. ... .. .. .:.:. .. .. �i u._. . ,, .:: .. .. !,
_ .. , .. .. ..... .....
�� .... . ;..:
�. �. .-. ;-: ; � . � - �� , � �
MOU � RTOP FINISH, � � -� �
NEW PARIIAL HEIGHT �-- � il —€� � e a � �,—�;� �� � ��— f� � — —=-- � i ;;— �, --- —�+ ,
WALL WITH LAMINATE � _ �j � �.+ ��j ` fii� � � �� �J— — ` �' �� w�.._
FINISH, MW-1 � � —'� _ � �� ?I ,^- " .; � -( ( i� � —`�^ -- ---
,
� � �
, _�: ; ;
— � �a ; � ( (1 �- � � ;= _ — �i i�
EX. UNDER COUNTER : — — =�} � �� � � i �}� ,t
STEEL TO REMAIN, TYP. � , �i �� _ -��� I; _ — ={ �; �` E --
EX. BUILT-IN LAMINATE M ;��j � 3i z �� �; '� I �� `= �� ��
STORAGE UNITS AND �I � �" i; � � 3� �i
BASE TO REMAIN, TYP. � ��—� ---- '� — — �� { �- _
� - -- � .
— _ _—�� � I ��-------.._= � ��— -- J� �
EXISTING CONDITIONS
AT REAR UNDERSIDE OF 5�� 25'-101�"V.I.F, EXISTING CONDI110NS TO REMAIN, U.O.N
STATIONS TO REMAIN
� REAR ELEVATION AT TELLER LINE (VIEW FROM TELLER SIDE
SCALE: 1 /2" _ �'_�p
�
i
�
r� ,:1
i
PE
'
�
�
_ :I
DRYWALL HEADER
I ;; I I ;
��f �
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�� F
iE E
sE E
I \� I `� I \�� j
:� � � ,
` €
t
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...
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,
.::::.: ::. � �
.,.; . .. . . . .4 . . ".. ':.
:: .. .. .. .. ... . .. . :. ..... PE ,
_.._...._ �
�:::: _ . �. � :: _ -:I I: :: :: ::. � �
�
5" 10'-67�" .I.F, EXISTING CONDITIONS TO REMAIN, U.O.N
12
��
��
n
u
u:
n:
u�
n:
u:
ii ` EXISTING RELOCATED
��o; WORK BIN &
° FORM RACKS, TYP
u�
u�
n;. ,
u,
��
u : �� �:
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..... �. . . : .. _ . ... ... .
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i� — ��� ��
��- , £� � _-
;� '- �i � �
�� _ _ ;� I � _
.� _ t� ��
,� _ „ ��
���-- Fi I--
5"
9
A3.2
�i
�
i
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i �
PE � : i
i
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- e a .� � —
0
7'-9"V.I.F, NEW ADA STATION
cV
i
cV
EW UL 752-2
AR ACRYLIC
ANELS,TYP.
Y VENDOR
IEW ACRYLIC DOOR,
�LACK ALUMINUM FRAME,
�ND HARDWARE BY
�ENDOR
'RIVACY FILM, SOF-1
JEW HALF HEIGHT PARTITION.
lBERGLASS AND MDF SUBSTRATE
�NCHORED TO METAL STUDS WITH
_AMINATE FINISH, MW-1.
�EW APPLIED RUBBER
3ASE, B-1. RETURN AT
;ORNERS, TYP.
EXISIING GYPSUM
BOARD SOFFIT
NEW ACRYLIC BAFFLE
BEYOND BY VENDOR
NEW ACRYLIC PACKAGE
EXCHANGE BY VENDOR
NEW LAMINATE
FRONT PANEL, MW-1, TYP.
APPLIED TO EXISIING SURFACE WITH
FIBERGLASS AND MDF SUBSTRATE
EX. MODIFIED PARTIAL
HEIGHT WALL W/ �" PAINTED
WOOD TOP CAP AND APPLIED
BASE, B-1
NEW APPLIED RUBBER
BASE, 8-1. RETURN AT
CORNER, TYP.
�
I�
�41�lIf� �� �
0
�
(V
LINE OF CEILING
N
������� ���
���� �r�� ��� �-✓�
�����
NEW PARIIAL HEIGHT
WALL W/ 3/4" PAINTED �UL �� 2�1�
WOOD TOP CAP AND
APPLIED BASE, B-1
��r'�
NEW ACRYLIC PACKAGE �TUI��
{�it�i 0'�
����
EXCHANGE V
D
�
gUtLDiN�
NEW LAMINATE
COUNTERTOP FINISH,
MW-2
NEW BUILT-IN
LAMINATE STORAGE
UNITS, TO MATCH EX.
NEW PENCIL DRAWER BY GC
NEW PARIIAL HEIGHT
WALL WITH LAMINATE
FINISH, MW-1
NEW RUBBER BASE,
B-1, WRAP INSIDE CORNER
NEW UNDER COUNTER ��������
STEEL BY VENDOR AND ��T�► �� �-��,���LA
RELOCATED CPU BRACKET
,
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10933 �
' REGIST ;
' � .� /r l ,�Ii2 -`� :
� ..,y._ ��ut WASHINGT
. _. rR�_. _ _
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
327519
SHEET TITLE
TELLER �I N E
WITH BANDIT
BARRIER
ELE�ATI ON S
SHEET NUMBER
A��1
ARCHITECT PROJECT NUMBER
161120
UL 752-2 SAR
ACRYLIC
1610-R SS DEAL
TRAY CUT INTO
EXISTING SUBSTRATE
MW-
2
2" SATIN CHROME -
GROMMET- CUST. SIDE
COORDINATE FINAL
LOCATION ON SITE WITH P.M.
PER EXISTING CONDITIONS
�n
I
i�
�
`�' CEILING ABOVE
COORDINATE HEIGHT OF
PANELS PER DETAIL 4/A2.2
3�_$�, NEW PARTIAL HEIGHT
WALL W/ �" PAINTED
WOOD TOP CAP
„ (2) 2" SATIN CHROME
$ GROMMETS- EACH TELLER
COORDINATE FINAL
LOCATION ON SITE WITH P.M.
PER EXISTING CONDITIONS
1/4" UL LEVEL II BULLET
RESISTANT FIBERGLASS SHEET
AND 3/8" MDF. WITH P-LAM
FINISH, TYP. ALL VERTICAL
SURFACES ATTACHED TO _
EXISTING SUBSTRATE
�n
N—/ � V.I.F '
L!1
SECTION AT TYPICAL TELLER
SCALE. 1 ° - 1'-O"
REFER TO PLAN I �
MW
1
VERIICAL
GRAIN
�rn'•)
—TOP OF PRIVACY
FILM- SEE FULL
ELEVATIONS
r.•.'.•.• .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:
L�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.
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� .....................
� ....................�.
( .......................
MW CUSTOMER
2 COUNTER
�
EXISTING
UNDERCOUNTER
STEEL (BEYOND)
EXISTING POWER AND
DATA TO REMAIN
WHERE OCCURS
0
;,,, EXISTING CONDITIONS
AT REAR UNDERSIDE
OF STATIONS TO
REMAIN
EXISTING SUPPORT
WALL/.CASEWORK TO
REMAIN. MODIFY PER
NEW BUILD-OUT AS
REQUIRED.
in
FRONT ELEVATION AT TYPICAL TELLER
SCALE: 1" = 1'-0°
1
` REFER TO PLAN �
i
i
12 j
� A3.0 �
O' j0
!
_ `................ ; �.
. ... . . . . . . . ... . . . ... MW f : .
. . ... .... . .. 2 ' 0
; .. , � �
� � ; �
_�
__ f
�',
RELOCATED
EXISTING FORM
RACK AND WORK
BIN
ACRYLIC PACKAGE
\ _ EXCHANGE
� CV
EXISIING STORAGE
COMPARTMENTS
GC. TO ADVISE ON
"' BEST METHOD FOR
RE-LAMINAl10N
EXISTING
UNDERCOUNTER
STEEL TO REMAIN
EXISTING CPU
BRACKETS
o TO REMAIN
0
EXISTING CONDITIONS
a '�' AT REAR UNDERSIDE
OF STATIONS TO
� o REMAIN
EX. BUILT-IN
LAMINATE STORAGE
UNITS AND BASE
TO REMAIN, TYP.
REAR ELEVATION AT TYPICAL TELLER
sc�: � ° _ �'—o"
0
i
CV
CEILING ABOVE `V
COORDINATE HEIGHT
OF PANELS PER
DETAIL 4/A2.2 3,_8„
NEW PARTIAL HEIGHT
WALL W/ %4" PAINTED
WOOD TOP CAP
(2) 2 SATIN CHROME
GROMMETS
PENCIL DRAWER
'� BY GC
QUAD CUT-IN BOX
CONT. BLOCKING FOR
PANEL FASTENER
o "LOW-BOY"
o _ UNDERCOUNTER
� STEEL AND
� ' � BASE BY B.E.
�`'i VENDOR
cV
ol REMOVABLE
PANEL
3'-0�;"
f �
1610=R SS
DEAL TRAY
BEYOND �
�;
1'-7°
�
z
�
1'-2Y,"
SECTION AT ACCESSIBLE TELLER
S1itlLG. � n = ' �_On
I[
i
� REFER TO PLAN ;
I�
[ �
� TOP OF PRIVACY '
� FILM- SEE FULL i
� ELEVATIONS i
� I
4 �
.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . j
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t�....� ..................�........................................
� ..............................................................�
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F' ' ' ' ' ' ' ' ' ' ' ' '.'.'." ' ' ' ' ' ' ' ' ' ' ' ' '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'•'•'.'.'.'.".'.'.' 1
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CUSTOMER MW
COUNTER 2
MW
1
VERTICAL
GRAIN
��•)
�
9
UL 752-2 SAR
ACRYLIC
PACKAGE
EXCHANGE
BEYOND
2" SATIN CHROME
GROMMET- CUST.
SIDE
z
�
3/8" UL LEVEL II
� � � BULLET RESISTANT
N i � FIBERGLASS SHEET
`V SANDWICHED
I BETWEEN TWO PIECES
� OF 3/8" MDF. TYP.
FRONT ELEVATION AT ACCESSIBLE TELLER
SC/iLC. 1 n = �'—Q„
I � ACRYLIC
BAFFLE
5"
� . ,- ; �:
:�- ``. O �.. . �.
.
�
�
CV
a°
— — — — — — O
0
i
0
�
' ACRYLIC
PACKAGE
EXCHANGE BY
' BANDIT BARRIER
VE�DOR
................. �.
................. ,`
� •�•�•�•�•�•�•�.�•�•�•�•�•�•�•�•�• O
NEW PARTIAL
HEIGHT WALL W/
�" PAINTED WOOD
TOP CAP
;
' REFER TO PLAN :
PARTIAL HEIGHT
PAR11110N
, 9
; O A3.0
ACRYLIC
PACKAGE
EXCHANGE .. . �, . .� � �
PENCIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� . .. �. ...
DRAWER ;
; BY GC ; . ..... .. ... ...... ....... ...
0
— OPEN
"LOW-BOY"
UNDERCOUNTER
STEEL AND BASE
BY B.E. VENDOR
_�
RELOCATED CPU
BRACKET AS MW
FEASIBLE. 5
�WIRING CHASE FROM 1 3'-0" CLEAR 1
ADA STATION TO
REMAINING STATIONS
REAR ELEVATION AT ACCESSIBLE TELLER
sc�: � ° _ �'—o"
3'-0�:"
n
TOP OF PRIVACY
FILM- SEE FULL
ELEVAl10NS
WORK BIN AND
FORM RACK-
SEE SHEET
A3.6
DATA
ELEC QUAD
MW NEW BUILT-IN
5 LAMINATE STORAGE
UNITS, TO MATCH EX.
REMOVABLE
ACCESS
PANEL
�a
'� � � ,, ° �, � �� ..,.
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¢ '`� � �� 1'`" t�` `` °� � �*�� ��
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CIiV O� i�6�V�lL�
JUN 0 9 2016
PER�IT CENTER
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
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10933
,REGISTE D
HIT CT
MACK D SELBERG
. STATE OF W1�SHINGTON _
.. ; : , _ _ ----..�.__.�. �_�.��:,
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
327519
SHEET TITLE
TELLER LI N E
WITH BANDIT
BARRIER
DETAILS
SHEET NUMBER
A��2
ARCHITECT PROJECT NUMBER
161120
FINISH PLAN
s� �/4. ` �.�,
0 2 4 SfT
�
FINISH PLAN GENERAL NOTES
ALL NEIM GYPSUM BOARD WALL SURFACES TO RECENE A SMQOTH, LEVEL 4 FlNISH PER AWCI STANDAROS.
APPLY A DRYWAII PRIMER (SHEETROCK BRAND "FlRST COAT" OR EQUN.) PRIOR TO FlNAL FtNISH COAT TO
MINIMIZE SURFACE TDCRIRE VARIATIONS.
SCORE VINYL BASE AND PROVIDE NO SEAMS WtTHIN 6 iNGHES AT ALL OUTSIDE CORNERS, WHERE OCCURS.
ALL PAINTED SURFACES TO BE MASTER PAINTERS INSTtTUTE (MPI) LEVEL 3— EGGSHELL FlNISH. PREMIUM
SYS"iEM INSTA!_l.ATION.
ACCESS PANELS, VISIBLE �OVERS OR ENCASEMENTS EfC.. WHERE OCCURS� SHALL BE PAlMED TO MATCH
ADJACENT SURFACES WtTH SEMI—GLOSS FlNISH.
PARTtTtON AND PAINTED CElLIhiG FlNISH TRANS1110NS/`�ERMINATIONS TO OCCUR AT INSIDE CORNER, UNt.ESS
NOTED OTHERWISE.
FINISH PLAN KEY NOTES
O PROVIDE NE1M VCT FLOORING WHERE DCISTING PREVIOUSLY OCCURRID. PROVIDE NEW BLACK RUBBER
TRANSITION STRIP TO MATCH IXISTING EN SIZE, COlOR, AND PROFlLE. VCT FLOORING TO EXTEND TO
BOTTOM EDGE OF TQE KICK AT TELLER LINE
PROVIDE FULL VCT i1LE WIDTH AT TRANSI710N TO CARPET.
O
O ALL EXISTING FlNISHES TO REMAlN THROUGHOUT SUITE� UNLESS OTHERW{SE NOTED. PR�VIDE FMF-1
FlELD PAlNT, WF-2 SOFFIT PAlNT, AND B-1 RUBBER �E AT NEW BUILD—OUT AWD IXISTING AREAS
EFFECTED BY DEMOLiTiON/CONSTRUCTION. TO BE INSTALLED WITH NO YISIBLE PATCH.
4O PATCH CARPET AT AREAS EFFECTED BY DEMOl.ITION f CONSTRUCTION WITH ATi1C STOCK. PATTERN TO
MATCH AND ALIGN WITH D(ISTING. SEaMS TO AUGN WITH FlNISHED EQGES OF NEW DOOR JAMBS. IF NO
ATFIC STOCK EXISTS COORDINATE REMOVi4L OF CARPET FROM ANOTHER AREA FOR PATCH WtTH PROJECT
MANAGER.
FINSH PLAN SYMBOLS LEGEND
v�rvn coMPosmoN �n�
TAG I GATEGORY
FF Flooring
1 Broadloom Carpet
FlNISH FLOOR
TRANSCt10N STRIP
� FlNISH TAG
FINISH SCHEDULE
APPIJCATION
Overall Field Carpet
SPECIFlCATION
Existing to Remain
N/A
CONTACT
Mannington / Touchstone Premium Tile
� Flooring VCT F'looring at Lobby Color: W'heat 9123; Size: i2" x 12" Debbie Green (ordering)
2 Vinyl Comgosition Tile (VCT) Overall Thicl�ess: 0.125" �06-6o2-6g22 (FS'I�
Installed: Quartered-turned debbie�reen@mannington.com
(Adhesive: M-Guard V ii WF Contract # 4000062i
F'loor Polish: Cross-Linked Acrylic)
BASE
B Flooring Base
1 Rubber Wall Base
WF I Interior Paint
1
WF Interior Paint
2 Ceiling Paint
Overall Wall Base
Overall Field Paint
Paint at Hardwall Ceilings
and Soffits
Color: Match Existing
Size: 5", Coved
Benjamin Moore Aura
Color: Match F.�risting
Wall Finish: Match Existing / Finish
@ Wood: Semi-Gloss
Benjamin Moore Aura
Color: Match Existing
Finish: Match Existing
MILLWORK FlNISH
MW Millwork - Plastic I,aminate Vertical Surface of Teller Line Wilsonart - Premium Finish
1 Color: Legacy Cherry / 1oT73-o�
Install grain vertically
� Millwork - Plastic Laminate Horizontal Surface for Teller �'�'�onart
2 Line Color: Ralahari ToP� / 4588k-o�
MW Not Used
3
MW Not Used
4
MW Millwork - Melamine
5
SOF Semi-Opaque Film
1 Bandit Barrier
Not Used
Not Used
Interior of all Millwork
Not Used
Not Used
Black Melamine
Semi-Opaque Film to be gM
applied at all Teller stations Dusted Crystal
with Bandit Barrier acrylic. �25SE-gi4
Top of film shall align with
top of package exchange.
� � � � .,�
� � `� �
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N/A
Customer Service
855-�24-6802
Customer Service
g55-724-6802
Patry Goffe
6�8-296-�2�i (EST'�
goffep@wilsonart.com
Patty Goffe
6�8-296-�2�1(ES1�
goffep @wilsonart.com
Not Used
Not Used
Millwork vendor
QSP - George Maples
800-450-18i6 info@qspusa.com
Miller Zell - David Wolf
404-526-i43i
david.wolf@millerzell.com
���������
CITY �� ili�W6LA
JUl� 0 9 20i6
PERMIT CEi�TER
TUKWILA BRANCH
343 ANDOVER PARK E
TUKWILA, WA 98188
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' 10933
REGIST ,RED -
ARCIi ECT
.
i�sr,cx n srT,^ ,P.
sT�,l•� ot� c�:r�s�!=iac�ro-.
,�,�-��
REVISIONS
DATE ISSUED: 6.8.2016
REVIEWED BY: BONNIE VOLK
DRAWN BY: LINDSEY SCHULDT
DESIGNED BY: LINDSEY SCHULDT
192780
...............................
327519
SHEET TITLE
FINISH PLA�J AND
FINISH SCHEDULE
SHEET NUMBER
�1.0
ARCHITECT PROJECT NUMBER
161120