HomeMy WebLinkAboutPermit D17-0209 - BANK OF AMERICA - PARKING LOT AND ADA UPGRADESBANK OF AMERICA
320 STRANDER BLVD
D17-0209
Parcel No:
Address:
Project Name:
0
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
9202470050
320 STRANDER BLVD
BANK OF AMERICA
DEVELOPMENT PERMIT
Permit Number: D17-0209
Issue Date: 9/15/2017
Permit Expires On: 3/14/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
BANK OF AMERICA NA
101 N TRYON ST NC10010381,
CHARLOTTE, WA, 28255
RON PIZARRO
821 2ND AVE, STE 410 , SEATTLE, WA,
98104
Phone: (425) 974-9072
WESTMARK CONSTRUCTION INC Phone:
6102 N 9TH ST STE 400, TACOMA,
WA, 98406
WESTMCI012D3 Expiration Date: 3/30/2019
BANK OF AMERICA
Address: 320 STRANDER BLVD , TUKWILA, WA,
98188
DESCRIPTION OF WORK:
PARKING LOT MAINTENANCE WITH VOLUNTARY ADA UPGRADES (EXTERIOR WORK ONLY - NO CHANGE TO
BUILDING) WORK TO INCLUDE BUT NOT BE LIMITED TO: REMOVE/REPLACE EXISTING ADA PARKING SPACE,
ACCESS AISLE AND CURB RAMP AND PROVIDING NEW RAMP FROM EXISTING WALKWAY TOWARDS ACCESSIBLE
ENTRANCE OF BUILDING. REMOVE/REPLACE SECTIONS OF EXISTING CONCRETE WALKWAY.
Project Valuation: $20,000.00
Type of Fire Protection:
Sprinklers: NO
Fire Alarm: NO
Type of Construction:
Electrical Service Provided by: TUKWILA
Fees Collected: $856.38
Occupancy per IBC:
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:
2014
2014
2014
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:
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 constr ction or the performance of work. I am authorized to sign and obtain this
development er it and a to t conditions attached to this permit.
Signature: 6 -AA ` Date: 9//r//?
Print Name: re51Al \
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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
0 0
6: 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.
7: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
8: 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.
9: ***PUBLIC WORKS PERMIT CONDITIONS***
10: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility
locates, call 811 or 1-800-424-5555.
11: Any material spilled onto any street shall be cleaned up immediately.
12: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off-site or into existing drainage facilities.
13: The site shall have permanent erosion control measures in place as soon as possible after final grading has
been completed and prior to the Final Inspection.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
CITY OF TUKjr LA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila. WA 98188
http://www.TukwilaWA.gov
Building Permit No.
Project No.
D 11 -off
Date Application Accepted:
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 9202470050
Site Address: 320 Strander Boulevard Tukwila, WA 98188 Suite Number: Floor:
Tenant Name: Bank of America
PROPERTY OWNER
Name: Ron Pizarro
Name: Jim Foster (c/o Bank of America)
City: Seattle State: WA Zip: 98101
Address: 800 5th Avenue, 16th Floor
Email: rpizarro@nelsononline.com
City: Seattle State: WA
Zip: 98101
CONTACT PERSON — person receiving all project
communication
Name: Ron Pizarro
Address: 821 2nd Avenue, Suite 410
City: 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.:
GC is in the process of obtaining new City of Tukwila
Business License and will update permit application at
time of permit pickup.
H:\Applications\Fonns-Applications On Line12011 Applications\Permit Application Revised - 0-9-1 I.docx
Revised: August 7011
Ft.
New Tenant: ❑ Yes ®..No
ARCHITECT OF RECORD
Name:
Company Name: Nelson
Company Name:
Architect Name: Tom Spader
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
Name:
Address:
Company Name:
Engineer Name:
d
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATI(J 206-431-3670
Valuation of Project (contractor's bid price): $ 20,000
Describe the scope of work (please provide detailed information):
Parking lot maintenance with voluntary ADA upgrades (exterior work only - no change to building)., Work to include but not be
limited to: remove/replace existing ADA parking space, access aisle and curb ramp and providing new ramp from•existing
walkway towards accessible entrance of building. Remove/replace sections of existing concrete walkway.
Existing Building Valuation: $
Will there be new rack storage? ❑ Yes
I21.. 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: i Compact: Handicap:
Will there be a change in use? 0 Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm B None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If "yes', attach list 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:\Applications\Forms-Applications On Line \2011 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
l' Floor
2nd 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: i Compact: Handicap:
Will there be a change in use? 0 Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm B None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If "yes', attach list 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx
Revised: August 2011
hh
Page 2 of 4
PUBLIC WORKS PERMIT INFC01ATION — 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 ❑... Water District #l25
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
0 .. Highline
❑ ...Valley View 0 .. Renton
❑ ... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
O 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):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
0 ...Bond 0 .. Insurance 0 .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
0 ...Frontage Improvements
..• .Traffic Control
0 ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
0 ...Permanent Water Meter Size...
..• .Temporary Water Meter Size ..
❑ ...Water Only Meter Size
❑ .. Geotechnical Report
0 .. Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
0 .. Pavement Cut
❑ .. Looped Fire Line
11
0 ...Sewer Main Extension Public
❑ ...Water Main Extension Public
11
f>
11
11
0
0
WO #
WO #
WO #
Private 0
Private
0 .. Grease Interceptor
❑ .. Channelization
0 .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Deduct Water Meter Size
11
FINANCE INFORMATION
Fire Line Size at Property Line
0 ...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name:
Number of Public Fire Hydrant(s)
Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State
Zip
H:\Applicotions\Forms-Applications On Line\201 I Applications\Pertnit Application Revised - 0-9-1 I.docx
Revised: August 2011
to,
Page 3 of 4
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 THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDIN
Signature:
ER
AUTHORIZED AGENT:
Print Name:
ON PI 0, SENIOR PM NELSON
u
Mailing Address: U� Nru �$ PL,
Date:
4FAgl i-1
Day Telephone: 206.974.9072
1,5001 wA-
City Stale
H:\ApplicationsWonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I1.docx
Revised: August 2011
hh
gs427
Zip
Page 4 of 4
-
Cash Register Receipt Receipt Number
DESCRIPTIONS
PermitTRAK
ACCOUNT
I ` QUANTITY
PAID
$536.64
D17-0209 Address: 320 STRANDER BLVD
Apn: 9202470050
$536.64
Credit Card Fee
$15.63
Credit Card Fee
R000.369.908.00.00
0.00
$15.63
DEVELOPMENT
$496.41
PERMIT FEE
R000.322.100.00.00
0.00
$491.91
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$24.60
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R12330
R000.322.900.04.00
0.00
$24.60
$536.64
Date Paid: Friday, September 15, 2017
Paid By: TOM FRANK
Pay Method: CREDIT CARD 02500G
Printed: Friday, September 15, 2017 11:58 AM 1 of 1
CSYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT
QUANTITY
PAID
PermitTRAK
$319.74
D17-0209 Address: 320 STRANDER BLVD Apn: 9202470050
$319.74
DEVELOPMENT
$319.74
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R12066
R000.345.830.00.00
0.00
$319.74
$319.74
Date Paid: Friday, August 04, 2017
Paid By: NELSON WORLDWIDE INC
Pay Method: CHECK 385
Printed: Friday, August 04, 2017 4:10 PM 1 of 1
I •
C1 SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
,Dr7-o9
Project:
i< off lael
Type of Inspection:
731l1LQ/N6- 'ANr4I--
Address:
3 STRMDER 51 -I✓ -D
Date Called:
Special Instructions:
Date Wanted:
/0 19-/ 7
a.m
p.m.
Requester:
Phone No:
Approved per applicable codes. EJ Corrections required prior to approval.
COMMENTS:
b�- '04/e/zerg
n.
inspector:
Date:/a,f ? 7
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.'
1
O AdOO O8000 111111110
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0209 DATE: 08/07/17
PROJECT NAME: BANK OF AMERICA
SITE ADDRESS: 320 STRANDER BLVD
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
AWG t6Hri
Building Division
ON Cs
Public Works
ly
Fire Prevention Planning Planning Division Fig
Structural
Permit Coordinator n
PRELIMINARY REVIEW:
DATE:
08/08/17
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
Structural Review Required
DATE:
❑
APPROVALS OR CORRECTIONS:
DUE DATE:
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
09/05/17
Approved ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg •
Fire • Ping • PW • Staff Initials:
12/18/2013
WESTMARK CONSTRUCTION I
6
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0 Washington State Department of
Labor & Industries
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 contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor. Active.
Meets current requirements.
License specialties
GENERAL
License no.
WESTMCI01203
Effective — expiration
03/23/1999— 03/30/2019
Bond
Safeco Ins Co of America
Bond account no.
69S001376
$12,000.00
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= 8/11/2017
Tukwila Southcenter WA3 186 ADA
=ssue for PJM Review
Issue for Permit
320 Strander Boulevard
ukwila, Washington 98188
pgrade
7/25/2017
08/02/2017
FILE COPY
Permit No. b 11- otixo
Pian review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted or ordinance. Receipt
of approved Fief a . • n ions is acknowledged:
By:
Date:
City of Tukwila
BUILDING DIVISION
Er i , _
Per PiLating
EYCz
City of T %'.. ila
BUIL INS D l/i^ION
REVISIONS
No changes shall he made to the scope
of work witho,.,t prior approval of
Tukwila Building Division,
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees, J
Project Management
Jones Lang LaSalle America's, Inc.
Jim Foster
800 Fifth Avenue, 16th Floor
MC: WA1-501-13-02
Seattle, WA 98104
Tel: 206.200.3374
Email: jim.foster@am.jll.com
Architect
Nelco Architecture, Inc.
Ron Pizarro
821 Second Avenue. Suite 410
Seattle, WA 98104
Tel: 425.974.9072
Email: rpizarro@nelsononline.com
Attn: Ja-ay Klinthavorn
Email: jkIinthavorn@neIsononIine.com
General Contractor
Westmark Construction
Tom Frank
6102 North 9th Street, Suite 400
Tacoma, WA 98406
Tel: 253.564.4620 Ext. 203
Email: tfrank@westmarkconst.com
.00"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 11 2017
Pr,J 12:2 -
City of Tukwi a
ING DIVISION
RECEIVED
CITY OF TUKWILA
AUG02017
PERMIT C ai,i.l ER
Architect Project #: 17.02423.00
Plot Date: 8/2/2017 12:25:32 PM Filename: U:\Traditional Services\Bank Of America\WA\17.02423.00-BAC ADA - Southcenter\DRAWINGS\ARCH\CD\WA3-186_Southcenter ADA_A00.00.dwg User: Ja-ay Klinthavorn Device: DWG To PDF.pc3 PenTable: _NELSON-HALF.ctb
LOCATION MAP
TRUE
NORTH
eywN
DRAWING INDEX
COVERSHEET
ARCHITECTURAL
A00.00
A00.01
A00.10
A00.40
A00.50
A00.51
A00.52
A01.01
Al2.01
Al2.03
DRAWING INDEX, PROJECT INFORMATION, CITY CODE, LOCATION MAP AND VICINITY MAP
GRAPHIC SYMBOLS
GENERAL NOTES
ACCESSIBILITY INFORMATION & DETAILS
OVERALL EXISTING SITE PLAN, EXTERIOR DEMOLITION PLAN
OVERALL EXTERIOR CONSTRUCTION PLAN
ENLARGED RAMP PLAN & DETAILS
NOT USED
EXTERIOR DETAILS
NOT USED
VICINITY MAP
BANK OF AMERICA
TRUE
NORTH
PROJECT INFORMATION
PROJECT ADDRESS:
PROJECT NAME:
PROJECT SIZE & TYPE:
PROJECT DESCRIPTION:
PARCEL NUMBER:
LEGAL DESCRIPTION:
PROJECT OCCUPANCY:
APPLICABLE CODES
320 STRANDER BOULEVARD
TUKWILA, WASHINGTON 99301
BANK OF AMERICA - TUKWILA SOUTHCENTER
6,700 GROSS SQ. FT. EXISTING - NO CHANGE
<2,000 SQ. FT. - EXTERIOR AREA OF WORK
0 SQ. FT. - INTERIOR AREA OF WORK
ADA REMEDIATION - MINOR EXTERIOR PARKING LOT ALTERATION.
112039035
N.P. PLAT LOTS 4 THRU 8 BLK 22
BUSINESS
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
Bank of America
Tukwila -
Southcenter
ADA Upgrade
320 Strander Boulevard
Tukwila, Washington 98188
Manhattan ID: WA3-186
E
Nelco Architecture, Inc.
a licensed affiliate
Architect:
Firm Name: Nelson / Nelco Architecture Inc.
Attn: Ron Pizarro
T: 219.886.3919
E-mail: RPizarro@nelsononline.com
Io
Issue
1
Date & Issue Description By Check
07.25.2017
ISSUE FOR PJM REVIEW RP RP/AS
2 08.03.2017
ISSUE FOR PERMIT RP RP/AS/TS
ISeal/Signature
7812
REGISTERED
ARRCHITEECT
OMA9'LEO SPADER
STATE OF WASHINGTON
IProject Name
BANK OF AMERICA - TUKWILA SOUTHCENTER
1 Project Number
17.02423.00
ICAD File Name
WA3-186 SOUTHCENTER ADA A00.00
IDescription
DRAWING INDEX, PROJECT INFORMATION,
CITY CODE, LOCATION MAP AND VICINITY MAP
REVIEWED FOR
CODE COMPLIANCE
I Scalt
APPROVED
AUG 1 1 2017
City of Tukwila
BUILDING DIVISION
A00.00
RECEIVED
CITY OF TUKWILA
AUG 0 2017
PERMIT CENTER
DISABLED ACCESS NOTES
1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON
LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS,
PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS.
2. FLOOR SURFACES SHALL BE SLIP -RESISTANT.
3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE
SHALL BE NOT LESS THAN 44" IN WIDTH.
4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED
1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.
BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2
5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN
A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE
HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE
DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP
THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30"
AND 44" ABOVE FLOOR FINISH.
6. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5
POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS,
MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF
SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR
OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM
EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO
EXCEED 15 POUNDS. IF THIS CANNOT BE ACHIEVED, REPLACE AS REQUIRED.
7. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL
HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE
OPENED BY A WHEEL CHAIR FOOTREST WITHOUT CREATING A TRAP OR
HAZARDOUS CONDITION. PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH
SIDE OF NARROW FRAME DOORS.
8. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3'
IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS SHALL BE CAPABLE OF
OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR
WIDTH OF THE DOORWAY IS NOT LESS THAN 32".
9. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL
PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF
POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
10. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND
WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM
APPROACHING PEDESTRIAN WAYS. WHERE ACCESSIBLE SIGNAGE IS REQUIRED,
FOLLOW SECTION 703.4.1 AND 703.4.2 PER ADA 2010.
11. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR
SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A
LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE
LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED AT
RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. (REFER
TO DWG. 2/A00.40 FOR CLEARANCES BASED ON DIFFERENT APPROACHES)
12. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE
THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2"
SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.
13. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE
LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY
CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE
THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A
MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE
STAIR.
14. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE
FLOOR OR WORKING PLATFORM.
15. ENTRY TO SANITARY FACILITIES:
A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE.
B. DOORWAYS TO HAVE A 32" CLEAR OPENING.
C. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS
TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM
APPROACH. (REFER TO DWG. 2/A00.40 FOR CLEARANCES BASED ON DIFF.
APPROACHES)
16. TOILET ROOM ACCESSORIES
A. MOUNT BOTTOM EDGE OF MIRROR'S REFLECTING SURFACE NO HIGHER THAN 40"
FROM THE FLOOR.
B. MOUNT TOILET TISSUE DISPENSERS WITHIN 7"-9" MAX. TO CENTERLINE OF
TOILET PAPER DISPENSER OPENING FROM THE FRONT EDGE OF THE TOILET
SEAT.
C. MOUNT DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS,
WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS NO HIGHER THAN 40" FROM
THE FLOOR.
17. SINGLE ACCOMMODATION TOILET FACILITY SEE 12/A00.40 FOR CLEARANCE
REQUIREMENTS
18. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) SHALL BE BETWEEN 17"
AND 19"
19. MOUNT FLUSH VALVE CONTROL NO MORE THAN 44" ABOVE THE FLOOR, ON THE
SIDE OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL
OR OTHER SURFACE.
20.PROVIDE GRAB BARS ON EACH SIDE, OR ONE SIDE AND BACK OF WATER
CLOSET.
A. GRAB BARS TO BE 33" ABOVE AND PARALLEL TO THE FLOOR.
B. SIDE BARS TO BE 42" LONG AND PROJECT 24" IN FRONT OF WATER CLOSET
STOOL. GRAB BAR AT BACK TO BE 36" LONG.
C. DIAMETER OF GRAB BARS TO BE 1-1/4" TO 1-1/2".
D. PROVIDE 1-1/2" CLEARANCE BETWEEN GRAB BARS AND WALL.
E. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.)
SHALL SUPPORT A 250 POUND LOAD.
F. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
G. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR
ABRASIVE ELEMENTS.
H. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".
21.PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF LAVATORY TO PERMIT A
FORWARD APPROACH.
22.MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE FLOOR TO
THE BOTTOM OF THE APRON. PROVIDE KNEE CLEARANCE UNDER THE FRONT
UP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM WIDTH, AND
SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR A MINIMUM OF 17" DEEP
FROM THE FRONT OF THE LAVATORY.
23. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE
HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER
THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY
CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF
CLOSING VALVES ARE USED, FAUCET REMAINS OPEN A MINIMUM OF 10 SECONDS.
24. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER
LAVATORIES.
25. THE AMERICANS WITH DISABILITIES ACT (A.D.A.) PROVIDES THAT ALTERATIONS
TO A FACILITY MUST BE MADE IN SUCH A MANNER THAT, TO THE MAXIMUM
EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE READILY
ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. BANK AND GENERAL
CONTRACTOR ACKNOWLEDGES THAT THE REQUIREMENTS OF A.D.A. WILL BE
SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THE
ARCHITECT THEREFORE, WILL USE ITS BEST PROFESSIONAL EFFORTS TO
INTERPRET A.D.A. REQUIREMENTS AND OTHER FEDERAL, STATE AND LOCAL LAWS,
RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT.
THE ARCHITECT, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE
THAT BANK OF AMERICA WILL COMPLY WITH ALL INTERPRETATIONS OF THE A.D.A.
REQUIREMENTS AND/ OR THE OTHER FEDERAL, STATE AND LOCAL LAWS, RULES,
CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT.
26. THE SCOPE OF WORK INDICATED ON THESE DRAWINGS IS FOR SPECIFIC ITEMS
SELECTED BY BANK OF AMERICA FOR CUSTOMER ACCESS TO GOODS AND SERVICES;
NOTE THAT SOME AREAS OF ACCESS HAVE NOT BEEN MODIFIED TO MEET A.D.A.
REQUIREMENTS. ALL OTHER AREAS OF A.D.A. UPGRADE THAT MAY BE REQUIRED
AT THIS TIME ARE NOT IN THIS CONTRACT AND ARE NOT INDICATED ON THESE
DOCUMENTS. SEE BANK OF AMERICA FOR ADDITIONAL INFORMATION CONCERNING
OTHER AREAS OF A.D.A. SCOPE OF WORK.
FIRE DEPARTMENT NOTES
1. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON
DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT
INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO
EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES.
2. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS.
3. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A
KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL
BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER
HANDLES.
4. DOORS OPENING INTO REQUIRED 1 -HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE
PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20 -MINUTE
RATING AND SHALL BE SELF-CLOSING.
5. 20 -MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED.
6. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR
MORE PERSONS AND IN ANY HAZARDOUS AREA.
7. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED
AN END POINT FLAME SPREAD RATING:
A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN
VERTICAL EXITS.
B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED
IN HORIZONTAL EXITS.
C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS
INSTALLED IN ANY OTHER LOCATION.
8. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED
WALLS OR CEILINGS.
9. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE
CODE REQUIREMENTS.
10. HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF
NOT MORE THAN 60 FLASHES PER MINUTE AND SHALL BE SYNCHRONIZED.
11. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OF
THE FINISHED FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.
12. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL PROTECTED OPENINGS,
CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS,
EXIT ENCLOSURES AND ALL FIRE RATED WALLS WITH CORRESPONDING HOURLY
RATING BY EITHER INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES
THE FOLLOWING: "1 HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS".
NOTE: IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON
CENTER WITH A MINIMUM LETTER SIZE OF TWO 02) INCHES IN HEIGHT ON A
CONTRASTING BACKGROUND.
13. DEVICE COVERS TO BE TO MATCH LUTRON LIGHT ALMOND UNLESS DICTATED
OTHERWISE BY LOCAL JURISDICTIONS.
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
AMERICA.
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.
SPECIFICATIONS
CONCRETE:
1. UNLESS OTHERWISE, ALL CONCRETE SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
C33.
3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150. TYPE I
OR II, LOW ALKALI, OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS AS
DETERMINED BY THE PROJECT SOILS ENGINEER.
4. WATER SHALL BE POTABLE, CLEAN AND FREE FROM INJURIOUS AMOUNTS OF
OIL, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES
THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT.
5. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR
APPROVAL BY THE ENGINEER.
6. MAXIMUM PERMISSIBLE WATER -CEMENT RATIOS FOR CONCRETE WHEN
STRENGTH DATA FROM TRIAL BATCHES ARE NOT AVAILABLE SHALL CONFORM
TO TABLE 4.5 OF THE ACI STANDARD 318-77 OR BASED ON SULFATE CONTENT
OF THE SITE SOILS. AS DETERMINED BY THE SOILS ENGINEER. THE LOWER
WATER -CEMENT RATIO SHALL GOVERN.
7. CONCRETE SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT LEAST
THE FIRST 7 DAYS AFTER PLACEMENT. METHODS FOR ACCELERATED CURING
SHALL HAVE PRIOR APPROVAL OF THE ENGINEER.
8. THE FOLLOWING MINIMUM CLEAR DISTANCE BETWEEN REINFORCING STEEL
AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE.
SLABS ON GRADE CENTER OF SLAB
CONCRETE BELOW GRADE, FORMED 2"
CONCRETE BELOW GRADE,UNFORMED 3" (POURED AGAINST EARTH)
CONCRETE EXPOSED TO WEATHER 1 1/2 "
Dig- oLy
Bank of America
Tukwila -
Southcenter
ADA Upgrade
320 Strander Boulevard
Tukwila, Washington 98188
Manhattan ID: WA3-186
NE
s
Nelco Architecture, Inc.
a licensed affiliate
Architect:
Firm Name: Nelson / Nelco Architecture Inc.
Attn: Ron Pizarro
T: 219.886.3919
E-mail: RPizarro@nelsononline.com
IO
Issue
1
Date & Issue Description By Check
07.25.2017
ISSUE FOR PJM REVIEW RP RP/AS
2 08.03.2017
ISSUE FOR PERMIT RP RP/AS/TS
ISeallSignature
1 Project Name
7892
i
REGISTERED
ARCHITECT
Q THOMAS • 0 SPAD R
'STATE OF WASHINGTON
BANK OF AMERICA - TUKWILA SOUTHCENTER
IProject Number
17.02423.00
ICAD File Name
WA3-186 SOUTHCENTER ADA A00.10
Description
GENERAL NOTES
I Scale
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 11 2017
City of Tukwila
BUILDING DIVISION
AOO1O
RECEIVED
CITY OF TUKWILA
AUG 0 2017
PERMIT CENTER
Plot Date: 8/2/2017 12:25:49 PM Filename: U:\Traditional Services\Bank Of America\WA\17.02423.00-BAC ADA - Southcenter\DRAWINGS\ARCH\CD\WA3-186_Southcenter ADA_A00.40.dwg User: 3a -ay Klinthavorn Device: DWG To PDF.pc3 PenTable: _NELSON-HALF.ctb
NOTE: ALL BANK SIGNAGE TO BE
VERIFIED PER SITE REQUIREMENTS
AND PROVIDED BY BANK SIGN
VENDOR.
VAN ACCESSIBLE
PARKING SIGN TYP. SEE DETAIL
6/Al2.01
2% SLOPE MAX. IN ANY ,
DIRECTION (TYP.)
WITHIN THE LOADING AND
UNLOADING ACCESS AISLE, PAINT
THE WORDS "NO PARKING" IN 12"
HIGH LETTERS MIN.
PAINT 4" WIDE BLUE STRIPING
TYP.
ACCESSIBLE
PARKING SIGN
PER LOCAL REQ'S
PEDESTRIAN ROUTE
EQ. t EQ.
STRIPES AT
36" O.C. (TYP.),
TYPICAL PAVEMENT SYMBOL,
48"x48" SEE DETAIL 7B/A00.40
8'-0"(MIN.)
2"
8'-0"(MIN.)
OF c.
STRIPE (TYP.) 5'-0" MIN. AT TYP. ACCESSIBLE
PARKING STALL, 8'-0" MIN. AT VAN
ACCESSIBLE PARKING STALL
ACCESSIBLE PARKING STALLS
SCALE: N.T.S.
9
r
-J
Ew
9
it
2
cn
ATM, DISPLAY FEATURES AND REACHABILITY
MUST CONFORM TO IBC CHAPTER 11 AND ADA
REQUIREMENTS.
ATM --
I
L_
4'-0"
LINE OF REQUIRED
CLEARANCE
ATM CLEARANCES
SCALE: 1/2" = 1'-0"
10
0
12"
GROOVES PER NOTE 1
CV
8.3%
8.3%
FINISH PER
NOTE 2.
CURB
TRANS
0" CF
4'
MIN.
CURB
TRANS
ACCESS RAMP CONSTRUCTION NOTES
1. RAMP SHALL HAVE A 12" WIDE
BORDER WITH 1/4" X 1/4"
GROOVES @ 3/4" OC. SEE DETAIL
1/Al2.01.
2. THE SURFACE OF THE RAMP SHALL
HAVE A TRANSVERSE BROOMED
SLIP -RESISTANT SURFACE
TEXTURE ROUGHER THAN THE
SURROUNDING SIDEWALK.
3. RAMP CONSTRUCTION SHALL
COMPLY WITH ALL FEDERAL,
STATE AND LOCAL CODES
AND REGULATIONS.
CURB RAMP
SCALE: N.T.S.
11
18" MIN.
15" MAX.
KNEE CLEARANCE 8" MIN.
CENTER ON
LOWER FOUNTAIN
z
2
M
z
2
5
9
6" MAX TOE CLEARANCE
CLEAR
FLOOR
SPACE
AT HIGH/LOW FOUNTAIN
TYPES CENTER THE
30"X48" CLEAR SPACE
ON LOWER FOUNTAIN
DRINKING FOUNTAIN
SCALE: 1/2" = 1 -0
i
r17"x22" MIN.
Unauthorized vehicles parked
in designated accessible
spaces not displaying
distinguishing placards or
special license plates issued
for persons with disabilities will
be towed away at the owner's
expense. Towed vehicles may
be reclaimed at
or by telephoning
1
A
BORDER AND IMAGE TO BE PAINTED w/
WHITE REFLECTORIZED TRAFFIC PAINT ON
BLUE BACKGROUND.
4,-0"
CENTERLINE OF
SYMBOL AND
PARKING STALL
EQ.
i
EQ.
f -
i
4 1/2')
3'-3"
B
1-
z
18'-0" FROM CURB
4 1/2"
ACCESSI ,BLE SIGNAGE
SCALE. 1/4 1 0
2
9
�i-
z
2
M
10" MAX.
•
4'-0"
y 10"2'-6"
1 MAX.1
SIDE REACH RANGE
L
2'-8" MIN.
3'-0" MIN.
9
2'-0" MAX. DEPTH
FOR MIN. CLEARANCE
REACH RANGES
SCALE: 1/2" = V-0"
3
Lobby
z
5
c
4" MAX.
HIGHERI THAN 2'-3"
CLEA WIDTH ANY A MOUNT
O
LU
COO
M
N
ROTRUDING OBJECTS 4
SCALE: 1/4" V-0"
I
r.
9
1'-6"
Jr z
T I I
NOTE: X = 1'-0" IF DOOR HAS BOTH
A CLOSER AND A LATCH
r
4
//
NOTE: X =3'-0" MIN. IF Y=5'-0";
X= 3'-6" MIN. IF Y=4'-6".
<-
2 -0
-
2'-0"
NOTE: Y= 4'-0" MIN.; Y=4'-6" MIN.
IF DOOR HAS A CLOSER
4'-6"
F
I<—
NOTE:
Y= 3'-6" MIN.;
Y=4'-0" MIN. IF DOOR
HAS A CLOSER
r
2'-0"
Ar
NOTE:
= 3'-6" MIN.;
Y=4'-0" MIN. IF DOOR
HAS A CLOSER
CLEARANCES
SCALE: 1/2" = 1'-0"
D+�
THRESHOLDS
SCALE: FULL
Bank of America
Tukwila -
Southcenter
ADA Upgrade
320 Strander Boulevard
Tukwila, Washington 98188
Manhattan ID: WA3-186
NEL
Nelco Architecture, Inc.
a licensed affiliate
Architect:
Firm Name: Nelson / Nelco Architecture Inc.
Attn: Ron Pizarro
T: 219.886.3919
E-mail: RPizarro@nelsononline.com
IL
Issue Date & Issue Description By Check
1 07.25.2017
ISSUE FOR PJM REVIEW RP RP/AS
2 08.03.2017
ISSUE FOR PERMIT RP RP/AS/TS
!Seal/Signature
Project Name
7812
REGIS ERLL;
ARCHITECT
OMA , 0 SPADER
STATE OF WASHINGTON 6
BANK OF AMERICA - TUKWILA SOUTHCENTER
IProject Number
17.02423.00
ICAD File Name
WA3-186 SOUTHCENTER ADA A00.40
IDescription
ACCESSIBILITY INFORMATION
& D
REVIEWED FOR
'
TPIkOVED
AUG 11 2017
City of Tukwila
BUILDING DIVISION
A00.40
RECEIVED
CITY OF TUKWILA
AUG 0 2017
PERMIT CENTER
Plot Date: 8/2/2017 12:25:57 PM Filename: U:\Traditional Services\Bank Of America\WA\17.02423.00-BAC ADA - Southcenter\DRAWINGS\ARCH\CD\WA3-186_Southcenter ADA_A00.50.dwg User: Ja-ay Klinthavorn Device: DWG To PDF.pc3 PenTable: _NELSON-HALF.ctb
KEY NOTES:
EXISTING BANK OF AMERICA BUILDING TO REMAIN - NO CHANGE IN
SQUARE FOOTAGE OR USE.
EXISTING BANK OF AMERICA DRIVE-THRU - NOT IN PROJECT SCOPE.
EXISTING PARKING TO REMAIN.
EXIST LANDSCAPE TO REMAIN.
EXISTING PARKING AND LOADING AISLE STRIPING TO BE REMOVED
WHERE NEW ASPHALT OVERLAY TO BE INSTALLED, REFER TO SHEET
A00.51 FOR NEW PARKING LAYOUT AND EXTENT OF NEW ASPHALT
PAVING.
REMOVE SECTION OF EXISTING CONCRETE WALKWAY, CURB AND RAMP
WHERE SHOWN DASHED AT EXISTING EXPANSION JOINTS - VERIFY
EXPANSION JOINT LOCATIONS IN FIELD PRIOR TO CONSTRUCTION.
EXISTING CONCRETE WALKWAY TO REMAIN.
CrelbeXPCIIPCIMICZOCIPMPIR=1141:MUMmoiempainip
GRAPHIC SYMBOLS
— — — TO BE REMOVED
KEYNOTE
Bank of America
Tukwila -
Southcenter
ADA Upgrade
320 Strander Boulevard
Tukwila, Washington 98188
Manhattan ID: WA3-186
NEL
Nelco Architecture, Inc.
a licensed affiliate
Architect:
Firm Name: Nelson / Nelco Architecture Inc.
Attn: Ron Pizarro
T: 219.886.3919
E-mail: RPizarro@nelsononline.com
A
Issue
1
Date & Issue Description By Check
07.25.2017
ISSUE FOR PJM REVIEW RP RP/AS
2 08.03.2017
ISSUE FOR PERMIT RP RP/AS/TS
!Seal/Signature
7812
REGISTERED
ARCHIT CT
1 Project Name
THOMAS E0 SPADER
STATE OF WASHINGTON
BANK OF AMERICA - TUKWILA SOUTHCENTER
IProject Number
17.02423.00
1 CAD File Name
WA3-186 SOUTHCENTER ADA A00.50
1 Description
OVERALL EXISTING SITE PLAN,
EXTERIOR DEMOLITION PLAN
!Scale
0 4' 8' 16'
SCALE: 1/8" =1'-0"
A00.50
NORTH
32' 48' EerIN
EIV
CITY OF TUKA
AUG 0 ' 2017
PERMIT CENTER
Plot Date: 8/2/2017 12:26:06 PM Filename: U:\Traditional Services\Bank Of America\WA\17.02423.00-BAC ADA - Southcenter\DRAWINGS\ARCH\CD\WA3-186_Southcenter ADA_A00.51.dwg User: Ja-ay Klinthavorn Device: DWG To PDF.pc3 PenTable: _NELSON-HALF.ctb
TYP.
KEY NOTES:
0
EXISTING BANK OF AMERICA BUILDING TO REMAIN - NO CHANGE IN
SQUARE FOOTAGE OR USE.
2 ACCESS AISLE PARKING STALLS PER ACCESSIBILITY STANDARDS. SEE
ACCESSIBLE PARKING DETAIL 9/A00.40 FOR MINIMUM REQUIREMENTS.
2% MAX. RUNNING SLOPE ANY DIRECTION FULL LENGTH AND WIDTH
OF PARKING STALLS.
NEW REPLACED CONCRETE RAMP AND NEW HANDRAILS , SEE DETAIL
1/A00.52, FOR FURTHER INFORMATION.
REMOVE EXISTING SIGNAGE AND INSTALL BOLLARD SLEEVE OVER
EXISTING 6" BOLLARD. SEE DETAIL 6/Al2.01 FOR FURTHER
INFORMATION.
CONCRETE LEVEL PAD AT ENTRY DOORS, MEASURED 5'-0" IN LENGTH
FROM FACE OF DOORS, 2% MAX. IN ANY DIRECTION
CURB RAMP - SEE DETAIL 11/A00.40 FOR MINIMUM CONSTRUCTION
REQUIREMENTS. MAX. RUNNING SLOPE OF 1:12, MAX. CROSS SLOPE OF
2%.
EXISTING SIDEWALK TO REMAIN.
4" PARKING STRIPING MATCH EXISTING.
NEW POST -MOUNTED DIRECTIONAL SIGNAGE READING "ACCESSIBLE
ENTRANCE" PER DETAIL 3/Al2.01.
10 NEW ASPHALT PAVING AT DRIVE -WAY. PROVIDE SMOOTH AND
SEAMLESS TRANSITION FROM NEW ASPHALT PAVING TO EXISTING
ADJACENT PAVING.
11
4
{a
m
///////f/1/////
BANK OF AMERICA
6,700 SF
0
('3
4
NEW REPLACED CONCRETE WALKWAY TO MATCH EXISTING LAYOUT
AND DIMENSIONS, CROSS SLOPE 2% MAX., RUNNING SLOPE 5% MAX.
CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. PROVIDE SMOOTH
AND LEVEL TRANSITION FROM NEW CONCRETE SURFACE TO ADJACENT.
NEW EXPANSION JOINTS TO BE 20'-0" O.C. AND NEW TOOL JOINTS TO
BE 4'-0" O.C. SEE DETAILS 7/A00.52 FOR FURTHER INFO.
ADA SYMBOL STRIPING PER DETAIL 7/A00.40.
EXISTING PARKING TO REMAIN.
INSTALL MISSING COMPONENT OF DOOR THRESHOLD, OR REPLACE
ENTIRE THRESHOLD AS NECESSARY, TO ACCOMMODATE DOOR SWEEP
AND CLEARANCE. THRESHOLD TO BE 1/4" MAX GAP HEIGHT, OR 1/2"
MAX WITH 1/4" BEVELED EDGE. SEE DETAIL 2/A.0040
GRAPHIC SYMBOLS:
NEW CONCRETE PAVING/WALKWAY
(APPROXIMATELY 1,300 SF)
NEW ASPHALT OVERLAY PAVING
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 11 2011
City of Tukwila
BUILDING DIVISION
020
Bank of America
Tukwila -
Southcenter
ADA Upgrade
320 Strander Boulevard
Tukwila, Washington 98188
Manhattan ID: WA3 -18 6
EL
Nelco Architecture, Inc.
a licensed affiliate
Architect:
Firm Name: Nelson / Nelco Architecture Inc.
Attn: Ron Pizarro
T: 219.886.3919
E-mail: RPizarro@nelsononline.com
Io
Issue
1
Date & Issue Description By Check
07.25.2017
ISSUE FOR PJM REVIEW RP RP/AS
2 08.03.2017
ISSUE FOR PERMIT RP RP/AS/TS
ISeal/Signature
IProject Name
7812
REGISTERED
ARCHITE T
MAS L 0 SPADER
STATE OF WASHINGTON
BANK OF AMERICA - TUKWILA SOUTHCENTER
!Project Number
17.02423.00
ICAD File Name
WA3-186 SOUTHCENTER ADA A00.51
!Description
OVERALL EXTERIOR
CONSTRUCTION PLAN
I Scale
0 2'-0" 4'-0"
8'-0"
SCALE: 1/4" = 1'-0"
A00.51
NORTH
RECEIVED
ITY OF TUKWILA
AUG 0 !) 2017
INTERMIT CENTER
Plot Date: 8/2/2017 12:26:12 PM Filename: U:\Traditional Services\Bank Of America\WA\17.02423.00-BAC ADA - Southcenter\DRAWINGS\ARCH\CD\WA3-186_Southcenter ADA_A00.51.dwg User: Ja-ay Klinthavorn Device: DWG To PDF.pc3 PenTable: _NELSON-HALF.ctb
1 1/2" DIA.
TOP RAIL
PIPE POST
1 1/2" DIA.
RAIL
3" FLAT BOTTOM RAIL
(THIS SIDE ONLY)
HANDRAIL POST
WITH FLOOR
FLANGE AND COVER
=111,111,111,1f
III=III=III=I I I—
-_,III���III1111111�111, a
4
3'-0" MIN.
3"
—111-111-111-1
111=111=111=111-
-=-1 11E111=111E1
111=1T
MATCH EXIST
TYP. SECTION AT ADA RAMP
SCALE: 1" = 1'-0"
.,
.47
12"
a
RUNNING SLOPE 1:12 (8.33„% MAX)
-J
MATCH EXIST
KEY NOTES:
OCONFIRM CONCRETE/LEVEL LANDING, AT TOP AND BOTTOM OF NEW
RAMP 2% MAX. IN ANY DIRECTION MEASURED 4'-0" FROM EDGE OF
RAMP.
NEW CONCRETE RAMP, CROSS SLOPE 2% MAX., RUNNING SLOPE 8.33%
MAX. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. PROVIDE
SMOOTH AND LEVEL TRANSITION FROM NEW CONCRETE SURFACE TO
ADJACENT. NEW EXPANSION JOINTS TO BE 20'-0" O.C. AND NEW TOOL
JOINTS TO BE 4'-0" O.C. SEE DETAIL 7/00.52 FOR FURTHER INFO.
EXISTING SIDEWALK TO REMAIN.
`•,
"
4.7
`4/
`%l
.47
'•,
.f,
.47
•/
%///////////////////
GRAPHIC SYMBOLS:
4
4
NEW CONCRETE PAVING/WALKWAY
0 2'-0" 4'-0"
8'-0"
SCALE: 1/4" = 1'-0"
NORTH
KEY PLAN:
SI (
AREA OF WORK
BANK OF AMEMCA
f,.
sem €>;�'.,.
NEW CONCRETE RAMP - ENLARGED PLAN
061/2"."
SCALE: = 1 -0
PROVIDE SEALANT TO 3/8"
FROM TOP OF CONCRETE
SMOOTH TOOLED FINISH
(TYP.)
SUB BASE PER
SOILS REPORT
1/4" TOOLED
RADIUS EACH SIDE
1/4" PREMOLDED
EXPANSION JOINT
FILLER
COMPACTED BASE
PER SOILS REPORT
LU
0 a4 //
EQUAL f 1/4" EQUAL
FOR FINISH,
SEE PLANS.
0
oB6
II'
'-6illi [V
"
N.T.S.
6x6/W 1.4xW 1.4 MESH
REINFORCEMENT UNLESS
OTHERWISE NOTED.
#5 SMOOTH DOWELS 16"
LONG AT 24" O.C. GREASE 8"
LENGTH AT ONE END
EXPANSION JOINT @ SIDEWALK
SCALE: N.T.S.
01
TYP. ELEVATION AT ADA RAMP
SCALE: 1/2" =11-0"
02
SEALANT OVER 1/2"
PERFORMED EXPANSION
JOINT FILLER
CONCRETE PAVING
4" REINFORCING BARS AT
12" O.C.
COMPACT SUBGRADE
07 FLUSH PAVING CONDITION
SCALE: N.T.S.
TOOLED CONTROL JOINT
4
4 a.
4
4
-•—•000-•—•.•X-•
•�I�I�I�I�I�I-I-1'•���I�I'•�I�I�I�I=•�I�1�1•I���I�1=1�1�
‘440i•i i� .. i . i i...
CONCRETE PAVING
4" REINFORCING BARS AT
12" O.C.
COMPACT SUBGRADE
410
0505 FLUSH PAVING CONDITION
SCALE: N.T.S.
03
Bank of America
Tukwila -
Southcenter
ADA Upgrade
320 Strander Boulevard
Tukwila, Washington 98188
Manhattan ID: WA3-186
NELSON
Nelco Architecture, Inc.
a licensed affiliate
Architect:
Firm Name: Nelson / Nelco Architecture Inc.
Attn: Ron Pizarro
T: 219.886.3919
E-mail: RPizarro@nelsononline.com
Issue
1
Date & Issue Description By Check
07.25.2017
ISSUE FOR PJM REVIEW RP RP/AS
2 08.03.2017
ISSUE FOR PERMIT RP RP/AS/TS
ISeal/Signature
IProject Name
7812
REGISTERED
ARCHITECT
0 EO SPADER
STATE OF WASHINGTON
BANK OF AMERICA - TUKWILA SOUTHCENTER
IProject Number
17.02423.00
ICAD File Name
WA3-186 SOUTHCENTER ADA A00.52
Description
ENLARGED EXTERIOR
CONSTRUCTION PLAN & DETAILS
'tie REVIEWED FOR
c6..j0#j)IVMPLIANCE
APPROVED
AUG 11 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
AUG 0 Pj 2017
PERMIT CENTER
Plot Date: 8/2/2017 12:26:23 PM Filename: U:\Traditional Services\Bank Of America\WA\17.02423.00-BAC ADA - Southcenter\DRAWINGS\ARCH\CD\WA3-186_Southcenter ADA_Al2.01.dwg User: Ja-ay Klinthavorn Device: DWG To PDF.pc3 PenTable: _NELSON-HALF.ctb
NOT USED
SCALE: 1" = 1'-0"
7
NOT USED
SCALE: 1" =11-0"
8
NOTSCALE: -USED
9
NOT USED
SCALE: 3" = 1'-0"
4
EXISTING SIGNAGE TO REMAIN. REINSTALL
AFTER BOLLARD SLEEVE IS PLACED
EXISTING CHANNEL POST
NEW YELLOW SIGN/BOLLARD COVER
W/ RED REFLECTIVE TAPE
FIELD DRILL OPENING OF CHANNEL POST
DIAMETER
VAN
ACCESSIBLE
PENALTY
5;50. 1,7 OFFENSE
SOV EQ IENd•,'OFFENSES
$260. MN. ANOJOR
UP TO 90 DAYS
COMMUNITY SERVICE
TOW AWAY ZONE
ATS AM'S. E: M.
TOP OF
EXISTING
CURB
ti
NOTES:
1. INSTALL PER BANK STANDARDS.
SIGNAGE TO COMPLY WITH ALL
LOCAL JURISDICTIONS.
2. BOLLARD NOT REQUIRED IF
ACCESSIBLE SIGNAGE IS LOCATED
IN CRASS AND OVER THREE (3)
FEET BEYOND THE BACK OF THE
CURS.
3. BOLLARD SHALL BE IDEAL SHIELD
1/8" STANDARD BOLLARD COVER,
1.90'OUTSIDE DIAMETER, 1/8"
NOMINAL WALL THICKNESS,
COLOR OSHA YELLOW, TO TOP
PLASTIC CAP.
4. CONTRACTOR SHALL COORDINATE
INSTALLATION OF BOLLARD COVER
PRIOR TO SIGNAGE INSTALLATION.
GROUND MOUNTED SIGNAGE
SCALE: N.T.S.
6
1/4"
d
d
3/4"
Q " d
n
z
1V-0"
GROOVED BORDER DETAIL
SCALE: 3" = 11-0"
^11.5MM(.45") 42 MM(1.66")
N I I
Ln 23 MM(.9"5
) s
N
TRUNCATED DOMES
1/4"
3/4"
1 1
DETAIL SECTION
CURB RAMP DETAILS
SCALE: 1/4" = 1'-0"
2
2'-0"
5'-0" MIN. AFF
•
Accessible
Entrance
4
O
d
O
POST -MOUNTED
2'-0"
0
cV
•
Accessible
Entrance
WALLMOUNTED
ot7
NOTE: ACCESSIBLE ROUTE SIGNAGE PER
BAC STANDARD. GC TO VERIFY MOUNTING
HEIGHT AND SPECIFICATIONS WITH PJM
AND BAC VENDOR DRAWINGS BY MONIGLE.
BAC WAYFINDING SIGNAGE
SCALE: 1-1/2" = 1'-0"
3
Bank of America
Tukwila -
Southcenter
ADA Upgrade
320 Strander Boulevard
Tukwila, Washington 98188
Manhattan ID: WA3-186
NE
Nelco Architecture, Inc.
a licensed affiliate
Architect:
Firm Name: Nelson / Nelco Architecture Inc.
Attn: Ron Pizarro
T: 219.886.3919
E-mail: RPizarro@nelsononline.com
It
Issue
1
Date & Issue Description By Check
07.25.2017
ISSUE FOR PJM REVIEW RP RP/AS
2 08.03.2017
ISSUE FOR PERMIT RP RP/AS/TS
ISeal/Signature
!Project Name
7812
REGISTEHL D`
ARCHITECT
THO "S `' 0 PADER
STATE OF WASHINGTON
BANK OF AMERICA - TUKWILA SOUTHCENTER
1 Project Number
17.02423.00
ICAD File Name
WA3-186 SOUTHCENTER ADA Al2.01
IDescription
EXTERIOR DETAILS
scai�_:�_EV1EVVEDUFOR
LIAPICE
XPPROVED
AUG 11 2017
City of Tukwila
BUILDING DIVISION
Al2.01
RECEIVED
CITY OF TUKWILA
AUG 0 11 2017
PERMIT CENTER