HomeMy WebLinkAboutPermit D17-0293 - BANK OF AMERICA - ATMBANK OF AMERICA
320 STRANDER BLVD
D17-0293
Parcel No:
Address:
Project Name:
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.gov
DEVELOPMENT PERMIT
9202470050 Permit Number: 017-0293
320 STRANDER BLVD
BANK OF AMERICA
Issue Date: 12/6/2017
Permit Expires On: 6/4/2018
Owner:
Name:
Address:
BANK OF AMERICA NA
101 N TRYON ST NC10010381,
CHARLOTTE, WA, 28255
Contact Person:
Name: RON PIZARRO
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
821 2ND AVE, STE 410 , SEATTLE, WA,
98104
WESTMARK CONSTRUCTION INC
6102 N 9TH ST STE 400, TACOMA,
WA, 98406-2036
WESTMCI012D3
BANK OF AMERICA
800 5TH AVE, 16TH FL, SEATTLE, WA,
98101
Phone: (425) 974-9072
Phone: (253) 564-4620
Expiration Date: 3/30/2019
DESCRIPTION OF WORK:
INSTALL ATM INSIDE EXISTING BANK.
Project Valuation: $75,000.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $2,168.89
Occupancy per IBC: B
Water District: TUKWILA
Sewer District: 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:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
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 agrr to tie conditions attached to this permit.
Signature:
Print Name:
Date: VI A t1
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 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: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: 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.
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
7: 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.
8: ***BUILDING PERMIT CONDITIONS***
9: 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.
10: 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.
11: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
12: 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.
13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
14: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0409 FRAMING
CITY OF TWO :11
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://wvvw.TukwilaWA.gov
•
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p
CONSTRUCTION PERMIT APPLICATION
Building Pei ...it No.
Project No.
Obi-p743
Date Application Accepted:
Date Application Expires:
(For office use only)
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**
tr
SITE LOCATION
Site Address:
King Co Assessor's Tax No.: 9202470050
320 Strander Boulevard Tukwila, WA 98188 Suite Number: Floor:
Tenant Name: Bank of America
PROPERTY OWNER
Name: Cullen Quinn (c/o Bank of America)
Address: 800 5th Avenue, 16th Floor
City: Seattle State: WA Zip: 98101
CONTACT PERSON — person receiving all project
communication
Name: Ron Pizarro
Address: 821 2nd Avenue, Suite 410
Cin': Seattle State: WA Zip: 98101
Phone: (206) 974-9072 Fax:
Email: rpizarro@nelsononline.com
GENERAL CONTRACTOR INFORMATION
Company Name: Westmark Construction
Address: 6102 North 9th Street, Suite 400
City: Tacoma State: WA Zip: 98406
Phone: (253) 564-4620 Fax:
Contr Reg No.: WESTMCI012D3 Exp Date: 03/30/2019
Tukwila Business License No.: BUS -0998023
H: Applications Forms -Applications On Line 201 I Applieations:Permit Application Revised - 8-9-11 .docx
Revised: August 2011
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New Tenant: ❑ Yes ® ..No
ARCHITECT OF RECORD
Company Name: Nelson
Company Name:
Architect Name: Tom Spader
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City: �� Lc,-(��--.� State: Zip/�ta%4
Address: 821 2nd Avenue, Suite 410
City: Seattle State: WA
Zip: 98101
Phone:(206) 886-3925 Fax:
Email: tspader@nelsononline.com
State:
ENGINEER OF RECORD
Company Name:
/ ,r___.--
�� q
City: �� Lc,-(��--.� State: Zip/�ta%4
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Address'O04,,. '-Ui= (;-1t..wj
/ ,r___.--
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City: �� Lc,-(��--.� State: Zip/�ta%4
Page 1 of 4
BUILDING FE,RMIT 1NFORMATI( 206-431-3670
Valuation bf Project (contractor's bid price): $ 75,000
Describe, -the sp2l3e,,pf"v ork (please provide detailed information):
� • ?,4•1
Parkirklot*tpulte nce with voluntar A upgrades (exterior wor n y - no change to buildin ork to include but not be
limited to: r ' eve/r•eplace existi DA parking space, access a and curb ramp and provi g' g new ramp from existing
walkw owards accessible trance of building. Remov place sections of existing c trete walkway.
•
1r� hulJl..iA 1��i'tt- H �'1
Existing Building Valuation: $
Will there be new rack storage? ❑ Yes
®.. 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, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*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:
Will there be a change in use? ❑ Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ® None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets.
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.
H: ApplicationsiForms-Applications On Line'201 1 Applications' Permit Application Revised - 8-9-1 I.docx
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
151 Floor
2"d Floor
3rd Floor
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, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*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:
Will there be a change in use? ❑ Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ® None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets.
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.
H: ApplicationsiForms-Applications On Line'201 1 Applications' Permit Application Revised - 8-9-1 I.docx
Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INF( IATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila D ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
0 ...Sewer Use Certificate
O .. Highline
❑ ...Valley View ❑ .. Renton
0 ...Sewer Availability Provided
❑ .. Renton
0 .. Seattle
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.
Submitted with Application (mark boxes which apply):
0 ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond 0 .. insurance 0 .. Easement(s)
Proposed Activities (mark boxes that apply):
0 ...Right-of-way Use - Nonprofit for less than 72 hours
0 ...Right-of-way Use - No Disturbance
0 ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way ❑
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
0 ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
irrigation
Domestic Water
❑ .. Geotechnical Report
O .. Maintenance Agreement(s)
❑ ...Traffic impact Analysis
❑ ...Hold Harmless — (SAO)
0 ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
O .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
O .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
0 .. Pavement Cut
❑ .. Looped Fire Line
❑ .. Grease interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Permanent Water Meter Size... WO #
0 ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size
❑ ...Sewer Main Extension Public 0 Private 0
0 ...Water Main Extension Public 0 Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 ...Water 0 ...Sewer ❑ ...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:tApplicationstForms-Applications On Linet201 1 ApplicationstPermit Application Revised - R -9-I l.docx
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Page 3 of 4
PERMIT APPLICATION NOTES —U
u
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 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 OWNER OR AUTHORIZED AGENT:
Signature: Date:
Print Name: Ron Pizarro
Day Telephone:
(425) 974-9072
Mailing Address: 1200 5th Avenue, Suite 1300 Seattle WA 98101
City State Zip
H:tApplicationstForms-Applications On Line 201 1 ApplicationslPermit Application Revised - 8-9-1 I.docx
Revised: August 2011
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$1,341.33
D17-0293 Address: 320 STRANDER BLVD Apn: 9202470050
$1,341.33
DEVELOPMENT
$1,277.67
PERMIT FEE
R000.322.100.00.00
0.00
$1,273.17
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$63.66
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R12958
R000.322.900.04.00 0.00
$63.66
$1,341.33
Date Paid: Wednesday, December 06, 2017
Paid By: WESTMARK CONSTRUCTION INC
Pay Method: CHECK 10010
Printed: Wednesday, December 06, 2017 12:25 1 of 1
PM
CASYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT QUANTITY
PAID
PermitTRAK
$827.56
D17-0293. Address: 320 STRANDER BLVD Apn: 9202470050
$827.56
DEVELOPMENT
$827.56
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R12671
8000.345.830.00.00
0.00
$827.56
• $827.56
Date Paid: Friday, October 27, 2017
Paid By: NELSON WORLDWIDE INC
Pay Method: CHECK 425
Printed: Friday, October 27, 2017 12:58 PM 1 of 1
CSYSTEMS
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
D)7-62-913
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) A31-3670
Permit Inspection Request Line (206) 438-9350
Project:
21,11Wk dF' Pune k
Type of Inspection:
, W L,l dsic-- l lits -L
Address:
310 STRAW O.ER
BLVD
Date Called:
Special Instructions:
/vow A-TiK
. /{- R 8°g®
Date Wanted:
(�. —L
7
a.m.
p.m.
Requester:
Al AR R
Phone No:
2.3
- /7,'
6'575 -
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
e5K- F.-WY-in/xi N- -
- f VI LV/T•1I 14P -
Inspector:
Date:
/2—1/—%7
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
PLAN%
U'TING SLIP
PERMIT NUMBER: D17-0293
PROJECT NAME: BANK OF AMERICA
DATE: 10/27/17
SITE ADDRESS: 320 STRANDER BLVD
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS.
410 t
Building Division ti$
TA— (-3H�
Public W ks
MA 4)/4—LDi3 -i
7
Fire Prevention it
Structural
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 10/31/17
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 11/28/17
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials:
12/18/2013
WESTMARK CONSTRUCTION I',
1 -lame Espanol Cor net
Safety & Health Claims & Insurance
0 Washington State Department of
Labor & Industries
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Workplace Rights Trades & Licensing
WESTMARK CONSTRUCTION INC
Owner or tradesperson
Principals
JOHNSON, WARD M, PRESIDENT
FRANK, THOMAS A, VICE PRESIDENT
JOHNSON, BRIAN
CHRISTOPHER, SECRETARY
JOHNSON, JOY, SECRETARY
(End: 03/11/2011)
JOHNSON, W GLENN, TREASURER
(End: 03/23/2011)
Doing business as
WESTMARK CONSTRUCTION INC
WA UBI No.
600 040 824
6102 N 9TH ST STE 400
TACOMA, WA 98406-2036
253-564-4620
PIERCE County
Business type
Corporation
License
Verify the contractors active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
WESTMCI012D3
Effective — expiration
03/23/1999— 03/30/2019
Bond
Safeco Ins Co of America $12,000.00
Bond account no.
69S001376
Received by L&I Effective date
05/08/2012 04/20/2012
Expiration date
Until Canceled
Bond history
Insurance
BITCO General Ins Corp $1,000,000.00
Policy no.
CLP3651252
Received by L&I Effective date
03/15/2017 03/23/2017
Expiration date
03/23/2018
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600040824&LIC=WESTMCI012D3&SAW= 11/8/2017
Southcenter WA3 =126 Capp Add
Issue for Pe it & Pricing 11/27/2017
320 Strander Boulevard
Tukwila, Washington 98188
SEPARATE PERMIT
REQUIRED FOR:
,.,,�P�techan
ical
t,� rlectrital
GisPilumbIng
@'Gas Piplr
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work witho;.3t prior approval of
building Division.
NCT . v a orrS will require a new plan submittal
and may include additional plan review fees
PILE COPY
Permit o.
Pian review approval is (nib' M to and omissions.
Approval of construction documents d i* flk not authorize
the violation of any adopted code or ordinance. R ; ipt
of approved Fier ir:°a$ , .> � °itI to . A" Wedged:
City of Tukwila
BUILDING DIVISION
Project Management
Jones Lang LaSalle America's, Inc.
Cullen Quinn
800 Fifth Avenue, 16th Floor
MC: WA1-501-13-02
Seattle, WA 98104
Tel: 206.472.0914
Email: cullen.quinn@am.jll.com
Architect
Nelco Architecture, Inc.
Ron Pizarro
1200 5th Avenue, Suite 1300
Seattle, WA 98101
Tel: 425.974.9072
Email:rpizarronelsononline.com
Attn: Ja-ay Klinthavorn
Email: jklinthavorn@nelsononline.com
General Contractor
Westmark Construction
Tom Frank
3102 North 9th Street, Suite 400
Tacoma, WA 98406
Tel: 253.564.4620
Email: tfrank@westmarkconst.com
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 7 2011
city of Tukwila
j It -1 iV1SLO
RECEIVED
CITY OF TUKWILA
OCT 2 7 NU
PERMIT CENTER
p11*_ D
Architect Project #: 17.02424.00
GENERAL NOTES
DRAWING INDEX
NELSON-HALF.ctb
ice: DWG To PDF.pc3 PenTable
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Southcenter\DRAWINGS\ARCH\CD\WA3-186 Southc
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1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.)
ALONG WITH ALL STATE, COUNTY, AND LOCAL APPLICABLE CODES, ORDERS,
ORDINANCES AND REGULATIONS. NOTIFY ARCHITECT PRIOR TO START OF WORK
OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL
CONFORM TO THE MOST RESTRICTIVE REQUIREMENT.
2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH
DRAWINGS SCOPE OF WORK AND VERIFY EXISTING CONDITIONS AND DIMENSIONS
AT THE SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
3. PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT TO BANK
OF AMERICA PROJECT MANAGER AND ARCHITECT AN ITEMIZED COST BREAKDOWN
OF ALL SCOPE ITEMS AND A CONSTRUCTION SCHEDULE. WORK TO BE SCHEDULED
TO MEET BANK OF AMERICA REQUIREMENTS.
4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK
DEPENDENT UPON OR NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN
A WORKMAN LIKE MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE
INVOLVED AND BE OF ITEMS AND MATERIALS SUITED FOR THE PURPOSE INTENDED.
5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN, AND SUPERVISORS ARE TO BE
SKILLED, EXPERIENCED AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE
PERFORMING.
6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS OTHERWISE NOTED. NO
SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS OF ITEMS
INCLUDING DRAWINGS, TEST DATA, SAMPLES, COST AND SCHEDULE CHANGES ARE
SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO
INSTALLATION. ANY ITEM NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR
WOULD CAUSE A TIME DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR
AND THE ARCHITECT NOTIFIED.
7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE
U.N.O. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE
CONSIDERED CONSTRUCTION STANDARDS. IF CONTRACTOR HAS ANY QUESTIONS
REGARDING THE SAME OR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FOR
CLARIFICATION.
8. DIMENSION LINES ARE TO FACE OF FINISH ON EXISTING AND NEW WORK, UNLESS
NOTED AS FACE OF STUD OR MASONRY OR CENTERLINE OR OTHERWISE.
DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE AND LARGER SCALE DRAWINGS
SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS.
9. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION
OR WHERE THEY ARE CALLED OUT FOR ON THE CONSTRUCTION DOCUMENTS. THE
CONTRACTOR SHALL SUBMIT FIVE (5) SETS TO THE ARCHITECT WITH AMPLE TIME
TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE
RETURNED TO THE CONTRACTOR WHO SHALL REVISE DRAWINGS AND RESUBMIT
FOR FINAL APPROVAL PRIOR TO FABRICATION.
10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR
APPROVAL PRIOR TO INSTALLATION.
11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS -BUILT DRAWINGS NOTING
DEVIATIONS BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS AND NEW
CONSTRUCTION OF ALL TRADES AND DELIVER TO BANK OF AMERICA AT END OF
PROJECT. GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE
MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT,
INCLUDING ALL REVISIONS.
12. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT
MANAGER OF ALL REVISIONS TO THE DRAWINGS AND CHANGES WITH THE
SCOPE OF WORK OR SCHEDULE REQUIRED BY GOVERNING AGENCIES, FIELD
CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL
REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO
STARTING WORK.
13. CONTRACTOR TO PROVIDE EQUIPMENT TO ENSURE LIFE SAFETY OF PUBLIC,
TENANTS AND WORKERS AS REQUIRED BY FEDERAL, STATE AND LOCAL
CODES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL TAKE ALL
NECESSARY MEASURES TO PROTECT PEDESTRIANS.
14. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND
REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO START OF WORK.
CONTRACTOR SHALL FURNISH ADEQUATE SHORING, BRACING, ETC. AS
REQUIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE FULLY RESPONSIBLE
FOR SAME, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS.
CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING, HANGERS, OR
OTHER SUPPORTS AS NECESSARY FOR ALL FIXTURES, EQUIPMENTS AND ALL
OTHER ITEMS REQUIRING SAME.
15. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER,
DIRTY/ NOISY WORK SHALL BE PERFORMED AT SUCH TIME AS DIRECTED PER
THE OWNER AND/OR CITY WHEN THE WORK VARIOUS SECTIONS ARE
COMPLETED, AND AT OTHER TIMES AS DIRECTED BY BANK OF AMERICA, OR
OWNER, ALL TRASH DEBRIS, SURPLUS MATERIAL, TOOLS AND EQUIPMENT TO
BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. LEAVE
PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA, OR OWNER.
16. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE
EXISTING CONSTRUCTION, FINISHES OR EQUIPMENT IS DAMAGED BY WORK
IN THIS CONTRACT, THEY SHALL BE PATCHED, REPAIRED OR REPLACED AS
REQUIRED TO MATCH EXISTING, BY TRADE WHOSE WORK IS DAMAGED AT NO
COST TO BANK OF AMERICA.
17. LAYOUT OF WORK:
A. LOCATION AND ELEVATION OF ALL WORK TO BE CONSTRUCTED ARE SHOWN
ON DRAWINGS AND UNLESS DISCREPANCIES ARE BROUGHT TO THE
ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION, THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS
SHOWN AND INTENDED.
B. THE CONTRACTOR SHALL LAYOUT THE WORK AND SHALL ESTABLISH AND
MAINTAIN NECESSARY MARKERS, AND SHALL BE RESPONSIBLE FOR THE
ACCURACY OF SAME. THE CONTRACTOR SHALL LAYOUT, AS A GUIDE TO ALL
TRADES AND TO HIS SUBCONTRACTORS, THE EXACT LOCATIONS OF NEW OR
REMODEL WORK WITH RESPECT TO CHANGES TO EXISTING.
18. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC.
INCLUDING THE PREPARATION OF SURFACES IN STRICT ACCORDANCE WITH
THE MANUFACTURER'S PRINTED RECOMMENDATIONS AND INSTALLATION
REQUIREMENTS.
19. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR
THE REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT OR
CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION.
20. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES
AND OTHER CONTROL DEVICES THAT ARE CONCEALED. EXACT LOCATIONS
TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.
21. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR SHALL,
HEREBY DOES, GUARANTEE ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR
AFTER DATE OF ACCEPTANCE OF WORK WITH ANY OTHER WORK, WHICH
MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN
WORKMANSHIP AND/OR MATERIALS WITHIN A MINIMUM OF ONE YEAR
PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE TO BANK OF
AM ERICA.
22.OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC
AUTHORITIES GOVERNING THE WORK.
23.SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO
ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR
INSTALLATION.
24.OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE
CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION
PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF
INSTALLATION
25.000RDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM
INSTALLATIONS.
26. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.
27.D0 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF
CONFLICT, CONSULT THE ARCHITECT.
28.000RDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED
OR MOUNTED TO WALLS OR CEILINGS.
29.UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS
OTHERWISE NOTED.
30.CONCEALED INSULATING MATERIALS INSTALLED WITHIN WALL SHALL HAVE A
FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE -DEVELOPED
INDEX OF MOT MORE THAN 450.
31.INSULATING MATERIALS WHICH ARE SUBJECT TO DIRECT EXPOSURE TO
POTENTIAL FIRE ON THE INSIDE OF THE BUILDING DUE TO INSTALLATION IN
UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE
THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.
32.MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE
NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE
THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 AS
DETERMINED IN ACCORDANCE WITH ASTM E 84.
COVERSHEET
ARCHITECTURAL
A00.00 DRAWING INDEX, PROJECT INFORMATION, CITY CODE,
LOCATION MAP AND VICINITY MAP, GENERAL NOTES
A01.01 DEMOLITION PLAN, CONSTRUCTION PLAN, ELEVATIONS
A08.11 NCR6684 ATM VENDOR DETAILS - FOR REFERENCE ONLY
Bank of America
Southcenter
Capp Add ATM
Manhattan ID:
Address:
WA3-186
320 Strander Blvd.
Tukwila, WA 98188
SCOPE OF WORK
Nelco Architecture, Inc.
a licensed affiliate
ADDITION OF (1) ONE WALK-UP ATM AND (1) BANK STANDARD ATM
SURROUND FRAME TO EXISTING ATM VESTIBULE, NO CHANGE IN USE OR
OCCUPANCY. WORK IS TO INCLUDE BUT NOT BE LIMITED TO; DEMO
SECTION OF EXIST NON -DEMISING INTERIOR WALL, PROVIDE AND INSTALL
ATM AND ATM SURROUND.
LOCATION MAP
VICINITY MAP
PROJECT INFORMATION
PROJECT ADDRESS:
PROJECT NAME:
PROJECT SIZE & TYPE:
320 STRANDER BOULEVARD
TUKWILA, WA 98188
Issue Date & Issue Description
1 06.06.2016
ISSUE FOR PERMIT & PRICING
By Check
JK RP
BANK OF AMERICA - SOUTHCENTER
7,509 GROSS SQ. FT. EXISTING - NO CHANGE
<200 SQ. FT. - AREA OF WORK
PROJECT DESCRIPTION:
PARCEL NUMBER:
LEGAL DESCRIPTION:
ATM AND ATM SURROUND ADDITION
920247-0050
WEA SOUTHCENTER LLC BSIP PER BSIP REC
VOL 256 PGS 1-9 WHICH REPLACES BSIP REC
VOL 249 PGS 77-84 (AKA PARCEL E TUKWILA
BSIP #L10-032 REC #20101021000765)
PROJECT OCCUPANCY:
BUSIN ESS
REVIEWED FOR
ODE COMPLIANCE
APPROVED
NOV 07 2111
City of Tukwila
Q!VISION
10/26/2017 10:28:06 AM Filena
APPLICABLE CODES
TRUE
NORTH
/IN
BANK OF AMERICA
TRUE
NORTH
"IN
Project Name
IOtIA/SPA ER
STATE OF WASHINGTON
BANK OF AMERICA - SOUTHCENTER ATM
ALL WORK FOR THIS PROJECT SHALL COMPLY WITH THE FOLLOWING
GOVERNING CODES:
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL FIRE CODE
2015 INTERNATIONAL PROPERTY MAINTENANCE CODE/CHAPTER 16.16
ICC/ANSI A117.1 - 2003 ACCESSIBILITY CODE
WASHINGTON STATE ENERGY CODE
!Project Number
17.02424.00
ICAD File Name
WA3-186 SOUTHCENTER ATM A00.00
IDescription
DRAWING INDEX, PROJECT INFORMATION, CITY
CODE, LOCATION MAP AND VICINITY MAP,
GENERAL NOTES
I Scale
N.T.S.
.400.143
A00.00
PERMIT CENTER
REMOVE EXIST ATM
SURROUND
EXIST ATM TO REMAIN
EXIST FINISH AND BASE TO REMAIN,
PROTECT FROM DAMAGE DURING
CONSTRUCTION
2'-11 3/16"
2'-1;14"
rE
E
r -
LJ _1 L_ LJ
—
N
L
fV
N
co
DEMO SECTION OF EXIST
PARTITION - REFER TO VENDOR
DRAWINGS FOR FURTHER
INFORMATION
ELEVATION - DEMOLITION
SCALE: 1/2" = 1'-0"
03
ATM SURROUND
(FRAME -R -SUR -54/54 -DOUBLE -STD)
EXIST ATM TO REMAIN
7'-11 3/4"
aakof
merica
7
(2010
ADA)
_®
NEW NCR6684
TTW VIIU ATM
(2010 ADA)
8'-6" EXIST - V.I.F.
DEMOLITION KEY NOTES:
DEMO SECTION OF EXISTING NON-STRUCTURAL INTERIOR PARTITION, SEE
03/A01.01 FOR FURTHER DETAILS.
EXIST ATM TO REMAIN IN PLACE.
REMOVE EXIST ATM SURROUND.
RELOCATE EXISTING POWER/DATA RECEPTACLES - SEE 03/A01.01.
GRAPHIC SYMBOLS
0 2'-0" 4'-0"
8'-0"
SCALE: 1/4" = 1'-0"
?ROJECT
NORTH
O
TO BE REMOVED
SHADED AREAS DEFINE AREAS OF
REQUIRED WORK NOT IN CONTRACT
EXISTING WALL OR PARTITION TO REMAIN
KEYNOTE
KEY PLAN
AREA OF WORK
DEMOLITION SHEET NOTES:
A. REFER TO GENERAL NOTES SHEET A00.10.
B. CONTRACTOR TO COORDINATE WORK WITH BANK BRANCH MANAGER AND BANK
SECURITY.
C. PROTECT AREAS OF BANK NOT IN SCOPE OF WORK DURING DEMOLITION AND
CONSTRUCTION. ERECT BARRIERS AS NECESSARY TO PROTECT OTHER AREAS
FROM DUST AND DEBRIS. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL
CODES IN REGARDS TO PERSONAL AND PROPERTY SAFETY DURING DEMOLITION
AND CONSTRUCTION.
D. ANY OTHER AREAS DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL
BE REPAIRED TO ORIGINAL CONDITION.
E. REMOVE ALL TOOLS AND EQUIPMENT AND LEAVE JOB SITE CLEAN AT THE END OF
EACH DAY. DISPOSE OF ALL DEBRIS PROPERLY.
F. SMOOTH AND PREPARE SURFACES FOR NEW FINISH WHERE DEMOLITION
OCCURS.
G. ALL EXISTING POWER OUTLETS AND SWITCHES TO REMAIN U.O.N. PROTECT
DURING CONSTRUCTION.
H. ALL LIGHTS FIXTURES, SPRINKLERS AND OTHER EQUIPMENT TO IN CEILING TO
REMAIN, U.O.N.
I. ALL CONDITIONS SHOWN EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
J. REFER TO GENERAL NOTES ON SHEET A00.10
K. REPLACED FINISHES SHALL MATCH WITH EXISTING AS REQUIRED. FINAL LOOK
SHOULD NOT BE PATCHY.
L. THE CONTRACTOR SHALL COORDINATE ALL HARDWARE KEYING WITH OWNER
AND OBTAIN OWNER'S APPROVAL PRIOR TO PLACING HARDWARE ORDER. THE
CONTRACTOR SHALL ALSO COORDINATE ALL HARDWARE KEYING WITH BANK
SECURITY.
M. PATCH AND/OR REPAIR ALL FINISHES DAMAGED DURING CONSTRUCTION.
MATCH EXISTING FINISHES.
N. ALL SOLID WOOD DOORS AND HOLLOW METAL FRAMES TO BE PAINTED P-2,
UON.
0. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,TRUE AND FREE OF
IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY
CONDITIONS HAVE BEEN CORRECTED.
DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
01
ELEVATION - ATM & SURROUND
SCALE: 1/2" = 1'-0"
04
SECURITY JUNCTION BOX
RELOCATED WALL MOUNT
OUTLET/RECEPTACLE.
w
uuuuuuuuuuu
NCR6684 TTW WU
ATM
0
EXIST ATM TO
REMAIN IN-PLACE
101
(E) OFFICE
101
C4
L:
N
(E) ENTRY
101
(E) ATM VESTIBULE
101
(E) CENTRAL ZONE
101
0 2'-0" 4'-0"
8'-0"
SCALE: 1/4" = 1'-0"
PROJECT
NORTH
CONSTRUCTION KEY NOTES:
C1
C2
C3
NEW ATM, NCR6684 TPA/ WU, BY BANK VENDOR - INSTALL AS REQUIRED PER
MANUFACTURER'S SPECIFICATIONS AND AS REQUIRED TO MEET CURRENT
ACCESSIBILITY CODE.
NEW ATM SURROUND BY BANK VENDOR, FRAME -R -SUR -54/54 -DOUBLE -STD -
INSTALL AS REQUIRED PER MANUFACTURER'S SPECIFICATIONS.
RELOCATED POWER AND DATA WALL FEEDS. COORDINATE WITH SCHEDULED
EQUIPMENT.
PROVIDE ABOVE CEILING FOR ATM SURROUND.
GRAPHIC SYMBOLS
EXISTING WALL OR PARTITION TO REMAIN
ELEVATION NUMBER
SHEET
KEY PLAN
AREA OF WORK
CONSTRUCTION SHEET NOTES:
A. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.)
ALONG WITH ALL STATE, COUNTY AND LOCAL APPLICABLE CODES, ORDERS
ORDINANCES AND REGULATIONS. NOTIFY ARCHITECT PRIOR TO START OF WORK
OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL
CONFORM TO THE MOST RESTRICTIVE REQUIREMENT.
B. ALL CONDITIONS SHOWN EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
C. REPLACED FINISHES SHALL MATCH WITH EXISTING AS REQUIRED. FINAL LOOK
SHOULD NOT BE PATCHY.
D. PATCH AND/OR REPAIR ALL FINISHES DAMAGED DURING CONSTRUCTION.
MATCH EXISTING FINISHES.
E. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN,TRUE AND FREE OF
IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY
CONDITIONS HAVE BEEN CORRECTED.
F. ALL NEW WORK TO COMPLY WITH 2010 AMERICANS WITH DISABILITIES ACT
(ADA) DESIGN GUIDELINES, AND LOCAL BUILDING AND MUNICIPAL CODES.
G. REFER TO INTERIOR ELEVATION FOR ALL OUTLET MOUNTED ORIENTATION.
OTHER WISE MOUNT IT VERTICALLY. OUTLETS SHOWN WITH AN "+" SIGN ONLY
SHALL BE LOCATED 1" CLEAR ABOVE THE SCHEDULED MILLWORK COUNTER. TO
BE COORDINATE WITH COUNTER HEIGHTS.
H. CONFIRM ALL LOCATION OF ELECTRICAL AND DATA COVER PLATES WITH
ARCHITECT.
I. ALL DEVICE COVER PLATES SHALL BE WHITE UON.
J. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION
REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION.
K. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER
EQUIPMENT.
L. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD
CAVITIES. DO NOT INSTALL BACK-TO-BACK.
M. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS.
PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED.
N. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED
DOT.
0. CORPORATE WORKPLACE PROJECT MANAGER IS RESPONSIBLE FOR
DOWNLOADING A COPY OF THE VENDOR SPECIFIC ATA/ATM INSTALLATION CUT
SHEETS AND PROVIDING COPIES OF THESE CUT SHEETS TO THE GC. GENERAL
CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THEIR ELECTRICAL
SUBCONTRACTOR IS PROVIDED A COPY OF
THESE SAME INSTALLATION CUT SHEETS.
P. PROVIDE MANUFACTURER'S ELECTRICAL DEVICE COVER PLATES PER
MANUFACTURER'S STANDARD AS FOLLOWS: IN ALL CUSTOMER FACING AREAS,
PROVIDE IVORY COLOR COVER PLATES AT WALLS AND WHITE COLOR COVER
PLATES AT CEILING. IN ALL NON -CUSTOMER FACING FACING AREAS, PROVIDE
WHITE COLOR COVER PLATES AT WALLS AND CEILING. WHERE MANUFACTURER'S
HAVE DIFFERENT OPTIONS FOR IVORY/OFF-WHITE OR WHITE COLORS, PROVIDE
SAMPLES FOR ARCHITECT'S APPROVAL
ELEVATION - ATM
SCALE: 1/2" = 1'-0"
05
CONSTRUCTION PLAN
SCALE: 1/4" = 11-0"
Bank of America
Southcenter
Capp Add ATM
Manhattan ID:
Address:
WA3-186
320 Strander Blvd.
Tukwila, WA 98188
Nelco Architecture, Inc.
a licensed affiliate
In
Issue Date & Issue Description
1 06.06.2016
ISSUE FOR PERMIT & PRICING
By Check
JK RP
D t7
02
APPROVED
t' NOV O 7 2011
City of Tukwila
B�51Qa1.
Project Name
7812
REGISTERED
ARCHITECT
LE/$ SPADER
STATE OF WASHINGTON
BANK OF AMERICA - SOUTHCENTER ATM
Project Number
17.02424.00
fCAD File Name
WA3-186 SOUTHCENTER ATM A01.01
fDescription
DEMOLITION PLAN, CONSTRUCTION
PLAN, ELEVATIONS
IScale
AS NOTED
Oaq 3
A01.01
RECEIVED
CITY OF TUKWILA
OCT 272017
PERMIT CENTER
O
Ia
ATM, DISPLAY FEATURES AND REACHABILITY
MUST CONFORM TO IBC CHAPTER 11 AND ADA
REQUIREMENTS.
4'-0"
ATM
r
L_
4'-0"
LINE OF REQUIRED
CLEARANCE
ATM REACH RANGE
SCALE: N.T.S.
**REFER TO MANUFACTURER
SPECIFICATIONS & NCR NEXT
GENERATION HOUSING SOLUTION
FOR WALL OPENING ADA HEIGHT
WALK UP ATM
EXIST INTERIOR
PARTITION
c. OF OPENING
WALK-UP NCR 6684 ATM
EXIST INTERIOR PARTITION
**REFER TO MANUFACTURER
SPECIFICATIONS & NCR NEXT
GENERATION HOUSING SOLUTION
FOR WALL OPENING ADA HEIGHT
SHEET NOTES:
A. REF. SHEET A02.01 FOR DIMENSION TO
CENTER LINE OF R.O.
B. COORDINATE THRU-HALL OPENINGS WITH
8" MAX (INTERIOR ATM) EXISTING BUILDING CONSTRUCTION.
z
W
0
0
WALK-UP ATM
PLINTH BY GC. GC TO USE 2X4 (LAID
FLAT), 4X4, 4X6 LUMBER WITH 1 1/8"
PLYWOOD TOP. PAINT PLINTH P-1
(BENJAMIN MOORE OC -122)
WALK-UP NCR 6684 ATM
09 PLAN DETAIL AT NCR 6684 ATM 05 SECTION AT NCR 6684 ATM (5 HIGH) 01
SCALE: 314 1 0 SCALE: 314 -1 -0
C. COORDINATE ALL EQUIPMENT REQUIREMENT,
SIZES AND ROUGH OPENINGS WITH EQUIPMENT
MANUFACTURER'S DRAWINGS.
NCR SelfSer✓e" 84 Walk -Up ATM Site Preparation - DRAFT
Variant Details - ATM ;t irimnsiolrr's
ATM DIMENSIONS
1513 mm
(5957in)
719 mm 61.5 mm
(2931 H)-►� (2.42..)
825 mm
(32.48 i9)
628.5 mm
(246719.
1134 mm
(44.55 lei
Iniudrg
leer
220min
(8.W1114
770 mm
(30.31 In )-
62mm _617.4mm
(244 in.) 124.31 m.)_.
IMudlrg terms
66 mm
(2.00 9)
A
163 mm
(6421 m.)
719mm 61.5mm
1211310.)_.�.k (2.42 in)
025 mm
(32.48 in )
f
744.5 mm
(29.31 in)
801 mm
)31$1n.) 1240mm
(4913in)
1 Including
lock
1.•4
I 259mm 340 me,I
`( 0.0(91 (13.351n.(
mm
-(30317710 m) -
90,6 mm
57 41) 62 mm 1 817.4 mm_-►
(2.441n) III''''' (24.31 In)
including camera
66 mm
126019)
801 mm
(3154 In )
373 mm
(1418 In.
__90.6mm
(3571.)
881 mm
(26.81 1n
2
950 nun
11740 e.
mm
35mm
615 mm_
((39h)-(32.48 82s (133;9 The Receipt Printer is the 2010 ADA Highest Operable Point forth is device.
I (32.4819.1 �
NOTE: When usirrc,I the FF
system, you rj,ust add 3" i
Ittickness to aCCut►f'it fit
Refer to the surround cu
ound
e Wa
depth ttt th
surround itself,;
heets for detai)s.
FACIA ITEMS
Unit to be used in conjunction with
- FRAME -R -SUR -54 Surrounds (Standard)
- FRAME -R -SUR -48 Surrounds (Alternate for narrow conditions)
NOTE` Other FRAME surround parts may be used on a site-specific basis.
Ensure coordination with design intent.
RIP 'Err
Heights and Depths
Facia item
Freight herr: Heightfrom D6p1h 1111
base 06 ATM base of Ana from front
(441)gh (5•H196 of shelf
Dispenser Safe) Dispenser Safe)
'" Touchsaeon-Top
483 mm (19.0 In.)
1074 mm
(4228 ),.)
1192 mm
(48.93 m.)
221 mm
(8.70 in.)
Receipt
1031 mm
(40.50 In,)
tyy-r 'I Card Reeder 915 mm
It 11
'En Col:tactlessCardReader(behindFade) (991502mm
)
(38.02 in.)
PIN Pad -Number 5 Key
Private Abdo
1149mm 185mm
(45241n.) 17280.)
1033 mm 165 mm
(46.67 In.) (6.50 In.)
1033mm 165mm
(40.67 in.) (6.50 in;)
849 mm
(3343 In.)
967 mm
(38.07In.)
136.5 mm
(5.370.)
784mm 902mm 59mm:
(30.87in.) .135.510.) 12.32 in.)
Iti1iJ Barcode Reader -Ac0vationPoint
$ j Cash Exit/Entry
757 mm
(29.80 In.)
747 rem
(29.41 in.)
875 mm
(34.45 in.)
865 mm
(34 0519.)
33 mm
(1.30 In.)
73 mm
11 11 (297. in.)
Scalable Deposit Module
747 mm
(29.41 In.)
885 mm
(34.05 h.)
73 mm
(2.87 in.)
• Dimensions are the same for shalt a long sleeve options
Distance for Voice Guidance
Facia Ifam
"..101t 12 1 3 Distance from
n- 9 3 -► No.6 Key
•• 7
86 5 4`•
� ; L
f
Receipt
11-1 Card Reader
2
193 mm
(7.801n.)
88 mm
(3.390.)
RNato Audio
i Barcode Reader• Activation
6
102 mm
(4.02 in.)
146 nim
(5.751n.)
1'
Cash Exi9En(cy
7
127 mm
(5.00 in.)
Scalabla Deposk Module
8
354 mm I
113.94 in)
Touchscreen
483 mm (19.0 in.)
Centre
10
290 mm
(11.4210.)
Me- ContectlessCard Reader (behind F
)
11
77 mm`
(303In.)
WEIGHT AND FLOOR LOADING
Standard Security Enclosures
CEN Grade
Maximum weight 904.70 kg
(1994.52 Ib.)
Flex laading1489kglm2
1111 (301lb 0)
Refer to the current NCR Noxt Generation Housing Solution on the BAC Standards Website
for the proper 2010 ADA Equipment HOP Height.
vel Proprietary Information - not to he disclosed or reproduced without written consent. 0 2007, 2007 2003, 2010, 2012, 2013, 2014, 20I5 by NCR Corporation, Duluth, Georgia, U.S.A. http://erwasncsmm.All Rights Reserved
Pre-release DRAFT 06
NCR SelfSery"' 84 Walk -Up ATM Site Preparation - DRAFT
Variant Details - ATM Dimergslakps
CABLE ENTRY
025 mm
(3238 0.)
65.5 ems
)2.08(lc)
5
237 mm
(9 33 in )
rte.
Sl mm
(1.30 0)
555 mm
(21.85 in.)
1
L
770 mm
(3031lel'
SECURITY BOLTS
Bolts and anchors must be suppled by the owning organisation.
To meet security standards the ATM must be bolted to the floor, through all of
the bolt holes, using bolts with anchor washers as specified below. Bolts and
anchor washers are to be supplied by the owning organisation.
Make sure that the floor or plinth Is capable of withstanding the loading
imposed by the anchor points for these bolts.
If an adjustable plinth Is used, It must be bolted to the floor to the same
specification as the ATM.
The minimum specification for bolts and washers to secure the ATM to a
concrete floor Is:
• Bolts
• Type - either resin anchor or shield anchor bolts
• Size - M16 (5/8 in.)
• Minimum Length -150 mm (5.9 in.)
• Strength - high tensile (minimum ISO property class 8,8),
• Washers
• Type - flat, steel (as per DIN7349 or equivalent)
• Size - M16 (5/8 In.)
• Outer diameter - no greater than 40 mm (1.58 In.)
• Minimum thickness - 6 mm (0.2 In.).
BOLT HOLES
The ATM should be bolted to the floor or plinth, through all the holes marked
'A', using four bolts with anchor washers.
The 'B' hole enables an alarm to be fitted (CEN III security enclosures only).
Open Collar - Short Sleeve
770 nun
• 13031 n.) ►•.
189.5 mm �____ H_ 500 mm_ _100.9mm 636,,,,
(06719.1 (19.68 lx) - (396 in.) (5.35 in)
800 mm
(31.60191
250 mm
(9,040.)
194,,,,
(6.46In)
T T
Damm 7.991n1 %! „r///' '// /•
Maximum% /f////
_ F:_l /1.J: 1111 G_
A
7
250 mm
(9.84 11)-4'
Ar
_► 7
(9x90
n)
500 mm
119.69 in)
Hine ABen Holes IA1 CEN sacuityendrcscres)
045 mm
/ (1.77 in)
rC If 40 mm
4,1.57In.)
21 mm 4
(0.83in) '1.
029mm/
(1.10 in.)
c Hole In Wall
m
//, (15,339051n.)m
<
Hole 8(Alarm tole, CEN III secuntyemtosuree only) 1
065 mm
/2.560.)
z ►
25mm - 140 mm
(098 in).`__ 1 /l (1.57in.)i
028mm/
11.10 m.)
Open Collar - Long Sleeve
770 mm
169.5 mm 500mm 14 100.5 mm 138 mm
(6.67 in) (19.680) ---� (396 in.) (5.35 v.)
4
800 mm
(31.50 in)
_4
250 mm
)9.541n.)
I
164 mm
(83611.)
1
(33.31 0.)
A
284.5 mm x_
r-11120 H)-►
I 0
I'~
{
I 250mm F
(9.849 )
A I
-(4-1
_18mm
1
1 (07019)
4-
500 mm
(19.68 in)
5/:„27//
l ,/% �%
(3112°1917n.)7.72; / 1
Itarmam /� // /�:' /// �./ i : //
/ 1
F
Hoem1',all
r
594 mm
(19.640)
Ha4ABM Wiles (All CEN security enclosures)
045 mm
/ (1.771n.)
21mmS-
(0.83In.)z
028mm
(1.1019 ) --.---_11.11_
40 rmn
(1.57 6s.)
Ho
I9B(Alarm Hole CENsecurity enclosures only)
0 65 mm
(2.561n.)
25mm _i }40 mm
(0-9819.),+11.57 in.)
I �
028 mm r/
(110(n.)
NCR Proprietary information - not to he disclosed or reproduced without written consent. (32007, 2600, 2003, 2010, 2012, 2013, 2014, 2015 by NCR Corporation, Duluth, Georgi(, U.S.A. htpx/Auttresacr.com.All Rights Reserved
Pre-release DRAFT 06
BANK OF AMERICA ATM PREPARATION GUIDE
PROJECT ATM PREPARATION RESPONSIBILITIES:
BANK OF AMERICA
1) DESIGNATE THE MANUFACTURER AND MODEL OF ATM TO BE USED AT THE SITE.
2) FURNISH THE ATM TO THE ATM INSTALLER FOR INSTALLATION.
3) FURNISH ANY ADDITIONAL ATM SIGNAGE OR ACCESSORIES TO THE ATM INSTALLER FOR INSTALLATION.
CONTRACTOR
1) CONSTRUCT THE ATM WALL AT THE ATM AS PER THE ARCHITECT'S DRAWING.
2) FURNISH AND INSTALL ELECTRICAL POWER AND LOW VOLTAGE CONDUITS AS PER THE ATM MANUFACTURER'S SPECIFICATIONS AS SHOWN.
CONNECT POWER TO ATM ONCE INSTALLED.
3) FABRICATE, PAINT AND INSTALL FINISHED PLINTH, COORDINATE WITH MANUFACTURER'S PRODUCT REQUIREMENTS.
ATM INSTALLER
1) DELIVER AND INSTALL THE ATM PROVIDED BY BANK OF AMERICA AND INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.
2) DELIVER AND INSTALL THE ATM SIGNAGE AND ACCESSORIES PROVIDED BY BANK OF AMERICA AND INSTALL AS PER SIGNAGE MANUFACTURERS
SPECIFICATIONS.
3) FURNISH AND INSTALL HILT( TZ ANCHOR BOLTS PER MANUFACTURER'S RECOMMENDATIONS FOR HEIGHT AND SUBSTRATE, BUT NOT LESS THAN 3/8"
0 WITH MIN. 2" EMBEDMENT.
SPECIAL NOTE: THIS INFORMATION IS SPECIFIC TO THE ATM INSTALLATION ONLY AND IS TO BE COORDINATED BY THE GENERAL CONTRACTOR WITH
ALL OTHER ASPECTS OF THE CONSTRUCTION PROJECT.
REVIEWED FOR
CODE COMPLIANCE
' APPROVED
NOV 0 7 2017
yr
•
City of Tukwila
BUILDING DIVISION
NCR Se(fServ'' 34 Walk -Up ATM Site Preparation - DRAFT
Variant Details - ATM Dimensions
HOLE IN THE WALL
Hole at Optimum Height
1019 the responsibility of the owning institution to ensure that the heights from
the sidewalk level to the facia Items comply with any local regulations. Where
no such regulations exist, the ATM can be Installed at the NCR optimum height.
For correct installation height you must consider the difference In height
between the sidewalk and the Interior floor. if there is no difference then the
plinth must have the height specified in the Illustrations below,
Short Sleeve - Open Collar- 4 High Security Enclosure
825.5 mm
(32.50In)
Sidewalk_
749.3 rem
(2053u )
-(0.7
19 mm 10.)
'9 ATM Base
View from In ids Building
174.2 mm
(b86 n.)
/ 1.Pln@ t_._...
A
6- Maximum 203mm (7291n.)
039 mm
(25.160) ►I
Hole In Wall
Long Sleeve - Open Col ar - 4 High Security Enclosure
(/
825.5 mm
(325061 )
1638mm -
4 638 (25.16 i9)
7ff.3mm
(2950 0.)
re Hele In Wall
/ I
%�' 1742 mm -NI train
I
/�', (686n.) Irc ATMease
�� [PllmhL�i t f I
-a. --I/o, 30 mm{1299 tn.) View Som Inside Bun/mg
Short Sleeve - Open Collar - 5 High Security Enclosure
749.3 mm
(29.558 in)
639mm
'(2518 n)
2 Hole inWall
/' 1e mm
621.1 mm //' 56.2 Ma '' (0.710.)
(32.50 h) //' (221in) 1
;', I'9330 Bate
Sidewalk 1 1/ (,,\,,` P1M0\ ;lt T
I4-61- Neurum 203 mm (7,99 in) New from Inside Bending
Long Sleeve - Open Collar - 5 High Security Enclosure
Hole In the Wall Overlap - Open Collar - ATM
Oslo, to tl 0 current NCR Ptox1
Generation Hrwsuig So/shon on (ho
BAC Stemma's Website for tris BAC
Resigh Well Cowing,
925.5 mm
(32.50 In.)
Sidewalk
639 mm
(25.16
I
149.3 mm
129.500.)
� 1
18
Hol I InWail
.r� 56.2mm (5.710)
(2.210)
a I'9 ATIABa00
3111_.... _. _.L__4..__,I 1111
la 30 mm (1293191 View from Inside Building
Refer I0 rho cunenl NCR Next
General on Housing Solution on inn
BAC Standards Website for the BAC
Rough Wag Opening,
Bases or P110511010 be provided by GC. GC
to use 2x4 (laid flat), 404, or 4x6 lumber with
1 1/8" plywood lop. Paint plinth In P-1
(Benjamin Moore OC -)22 Cotton Balls)
Rorer to the moron! NCR Na xr Ganonaon Housing
Solutio0, on the BAC Standards VOebs/n for 1110 proper
Bottom of Rough Opening He1gh1. Disregard published
dimension.
Bases or Plinths to be provided by GC.
GC to use 294 (laid flat), 404, or 4x6
lumber with 1 118" plywood top. Paint
plinth in P-1 (Benjamin Moore 0G-122
I]
Reiff to the cunent NCR Next Generation Housing
Solution on the BAC Standards Website for the
proper Berton) of Rough Owning 6107951
COMMENTS ARE FOR 80TH
SIIOr4T ANO LONG SLEEVE 11;;11
VERSIONS.
NOTE: When tss'an9 the FRAME surround;
ysten). you if st add 3" in depth to (ho yr
0 account for the sort'
the surrc2Ltna 01st -sheets t
NCR Proprietary information -not to be disclosed crreproduced without written consent. G 2007, 2008, 2009, 2010, 2012, 2013, 2014, 2015 by PCR Corporation, Duluth, Georgia, U.SA. 053p://Invw.ncr.comA' Rights Reserved
Pre-release DRAFT 06
NCR SelfServ"° 34 Walk -Up ATM Site Preparation - DRAFT
Variant Details - ATM Dlmen, 1 Bs
SERVICING AREAS - OPTIMUM - MULTIPLE ATMS
The optimum servicing area provides the best access to the ATM for all servicing and operation tasks.
Wherever possible the ATM should be Installed within the optimum servicing area.
If the optimum area Is not available then refer to Servicing Areas - Minimum. However note that Installing the ATM in the
minimum servicing area may Increase the servicing and/or upgrading time over a ATM installed using the optimum area.
Always leave as much space as possible around the ATM to facilitate safe operation and servicing.
Open Collar - Short Sleeve
Open Collar - Long Sleeve
326 mm
T
1000 mm
(39.37 in)
246 mm
{97.1319)
330 mm
(12990)
Maximum
424g93 nmm
(106.)
770mm 525 Mm
25 mm
130.399)_ (20.5T In) l0.9em1
'..(1/(1/
759 mm
(29.53 in.)
NCR Proprietary Information - not to be disclosed or reproduced without written consent. u 2007, 2008, 2009, 2010, 2012, 2013, 2014, 2015 by NCR Corporation, Duluth, Georgia, U.S.A. httpo//invw,ncr.com.Af; Rights Reserved
-11.051,7)
Pre-release DRAFT 06
NCR SelfSeru"" 34 Walk: Up ATM Site Preparation - DRAFT
V dant Details - ATM Di aensio, s
VENTS LOCATION - AIR FLOW
Unrestricted air flow is required on both the left and right hand side and at the
rear of the ATM. There must be no obstruction of the vents at any time.
If a third -party surround/topper is fitted then equivalent venting, or a hot air
extraction system must be Installed within the surround/topper,
371.5 mm 274 me
221.5 mm(14.63(91 00,79 int
(8.72 in.) --�__ I--_►•_-� i293 n.)
4-
24 nun
(0.94 in)
40 mm
11.571n )
lr
93 ram
41.6511,1
13 mm
•
48 mm
41 69 In I
mm
SITE REQUIREMENTS
Temperature and Humidity
Continuous operating at or near the range limits, or in a location where the
temperature and humidity change beyond the specification, should be avoided.
If installing though on exterior wall, the site must meet the requirements of
both the Interior and Exterior environments.
Note: For exterior through the wall ATMs the humidity inside the building Is
restricted to a maximum of 30% at an outside temperature of
-35*C(-31°F), with a linear relationship between temperature and
humidity to a maximum humidity at O'C (32•F).
Normal Operating Range (Interior Environment)
• Temperature:
• without Severe Environment: 10°C to 40°C (50°F to 104°F)
• with severe environment fitted: 0°C to 40°C (32°F to 104°F)
• Relative Humidity: 20% to 80%
• Dew Point Temperature Restriction: 26°C (79°F) maximum
ff a pressurisation unit is fitted then minimum operating temperature Is
10°C (50°F) even with severe environment fitted.
Normal Operating Range (Exterior Environment)
• Temperature:
• Relative Humidity:
• Dew Point Temperature Restriction: 26°C (79°F) maximum
If a pressurisation unit is fitted then minimum operating temperature Is
10°C (50°F) even with severe environment fitted.
Storage Range (Up To Three Months)
• • Relative Humldity: 10% to 90%
Transit Range (Up To One Week)
• ▪ Relative Humidity: 5% to 95%
Extreme Power On Range (Up To One Hour)
• ▪ Relative Humidity: 10% to 95%
AC POWER REQUIREMENTS
The maximum current requirements are:
• 10A at 120V
• 6.3A at 230V.
BAC Standard is 120V, 20A dedicated
circuit with Isolated ground.
The maximum inrush current is 100A.
NCR does not recommend running an ATM with deposit devices without an
Uninterruptible Power Supply (UPS). Without a UPS, there is the potential for
customer's cash to be retained In the device If there Is a power failure.
INPUT VOLTAGE SETTING
The ATM can operate from the following Input mains voltages:
• 90V to 136V at 50/60Hz
• 180V to 264V at 50/60Hz.
HEAT DISSIPATION
The NCR SelfServ product range is a flexible hardware platform. NCR
recommends that actual power measurements are taken and used to establish
the heat dissipation for specific hardware configurations. These measurements
should include any custom or third party features.
Where specific measurements are not available then, as a gulde, 760 KI/hour
can be used as an Indicative heating load, This figure is based on an ATM in idle
mode, with a medium to high feature functionality configuration.
Heat dissipation figures are largely unaffected by transactional rates.
NCR Proprietary information - not to he disclosed cr reproduced without written consent. t0 2007, 2098, 2009, 2010, 2012, 2013, 2014, 2015 by NCR Corporation, Duluth, Georgia, U.S.A. http://iinvw.ncr.com.11 fRIBilr Reserved
Pre-release DRAFT 06
Bank of America
Southcenter
Capp Add ATM
Manhattan ID: WA3-186
Address: 320 Strander Blvd.
Tukwila, WA 98188
Nelco Architecture, Inc.
a licensed affiliate
Issue Date & Issue Description
1 06.06.2016
ISSUE FOR PERMIT & PRICING
By Check
JK RP
IProject Name
STATE OF INASHINGTON
HOMAS 0 SPADER (
BANK OF AMERICA - SOUTHCENTER ATM
Project Number
17.02424.00
CAD File Name
WA3-186 SOUTHCENTER ATM A08.11
Description
NCR6684 ATM VENDOR DETAILS -
FOR REFERENCE ONLY
I Scale
09? -6T3
A08.11
RECEIVED
CITY OF TUKWILA
OCT 2 7 2017
PERMIT CENTER