HomeMy WebLinkAboutPermit D19-0405 - BOEING EMPLOYEES CREDIT UNION - 3 SEPARATE SUITESBECU
13035 GATEWAY DR 149
APN: 0004800015
EXPIRED
04/13/2021
D19-0405
y\
Parcel No:
Address:
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Department —^ Community Development
6300 SmwthcemterBoulevard Swite#%Q0
Tukwila, VVash|mgtmm9Q18@
Phone: 206-431'3670
Inspection Request Line: 206-438'9350
Web site: http://www.TukwilaWA.gov
0004800015
1]O]5GATEWAY DR149
Project Name: BECU
DEVELOPMENT PERMIT
Permit Number: D19-0405
Issue Date: 4/16/20I0
Permit Expires On: 10/13/2020
Owner:
Contact Person:
Address:
Contractor:
Name:
Address:
License No:
Lender:
8Q8M6EMPLOYEES' CREDIT UN
1277OGATEWAY DR, TUKVV|U,WA,
98168
U\UR[NHOFFNYANN Phone: (206) 408'8535
98101
]RABBOTTCONSTRUCTION INC Rhone (206) 467'8500
]4O81ST AVE S SUITE lDl.SEATTUE,
VVA"9O134'18OS
]RA8B[1022]Z Expiration Date: 3/1/2022
BE[U(AJTN:STA[YCHR8TE)
1Z77UGATEWAY DRIVE, TUKVV|LA,
DESCRIPTION 0FWORK:
TENANT IMPROVEMENT TO (3) SEPARATE SUITES THAT COMBINES SUITES 149 & 153. WORK INCLUDES
DEMOLITION AND CONSTRUCTION OPPARTITIONS, DOORS, CASEOVVRk, CEILING GRID SYSTEMS AND TOILET
FIXTURES & ACCESSORIES AND REMOVAL AND INSTALLATION OF LIGHT FIXTURES AND FINISHES.
Project Valuation: $354I0000 Fees Collected: $4,97I12
Type ofFire Protection: Sprinklers: YES
Fire Alarm: YES
Type ofConstruction: 1118 Electrical Service Provided by: TUKWILA
Occupancy per IBC: B
Water District: TUKVV|LA
Sewer District: TVKVV|LA
Current Codes adopted by the City mfTukwila:
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:
VVACities Electrical Code:
VVACI96-468:
Code:
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: L- -"?
Date: 4�
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
C.-!)lA �J - 1. Gf-C4�
Signature: Date:
Print Name:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: 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.
2: 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.
3: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing.
4: 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.
5: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion.
Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical
dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping.
6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
8: All mechanical work shall beinspected and approved under oseparate permit issued bythe City cfTukwila
Permit Center (3U6/431-3G78).
11: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated atone extinguisher for each ],ODOsq. ft. ofarea. The extinguisher(s)should benfthe "all
purpose" (Z4°1O8:[)dry chemical type. The travel distance toany extinguisher must be75'orless. (|F[
906.3)(NFPA10'5.4)
9; Extinguishers shall be located in conspicuous locations where they will be readily accessibleand
immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (|FC9O6.S)
10: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall beemptied and
subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
12: Maintain fire extinguisher coverage throughout,
13: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC1O1O.1.9)
14: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle isengaged from inside the tenant space. (|F[Chapter lO)
15: Exit hardware and marking shall meet the requirements of the International Fire Code. (|F[Chapter 1U)
16: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of
egress travel. Access toexits shall bemarked byreadily visible exit signs incases where the exit nrthe path
ofegress travel isnot immediately visible tnthe occupants. Exit sign placement shall besuch that nopoint
in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign,
whichever |sless, from the nearest visible exit sign. (|FCl013J)
17: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high
with the principal strokes cf the letters not less thanOJ5 inch (19.1mm)wide. The word "EX|T"shall have
letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing
between letters shall not beless than 0.37Sinch (9.6mm). Signs larger than the minimum established in
the International Fire Code shall have letter widths, strokes and spacing inproportion totheir height. The
word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign
illumination means isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction
shall besuch that the arrow direction cannot bereadily changed. (|FC101].6.1)
18: Exit signs shall heilluminated atall times. Toensure continued illumination for aduration cfnot less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on -site generator. (|FClO13.6.3)
19: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (I lux) measured along the path of
egress atfloor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IF[1O0Q.3.S)
23: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall bedone inaccordance with applicable standards. (|F[9U1.4)
21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFRA13-8.6.S.33)
30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval ofdrawings prior tninstallation urmodification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior tusubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
I
25: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
24: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
26: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.11 of the International Building Code.
30: In order to provide you with the fastest police and fire protection under emergency conditions, please post
your suite, room or apartment number in a conspicuous place near the main entry door.
22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
PERMIT INSPECTIONS REQUIRED
Permit Inspection line: (206) 438-9350
1700 BUILDING FINAL**
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
1400 FIRE FINAL
0409 FRAMING
0502 LATH/GYPSUM BOARD
1800 MECHANICAL FINAL
1900 PLUMBING FINAL
0406 SUSPENDED CEILING
\
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southeenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. (1) ICI' 0405
Project No.
Date Application Accepted: ig-02-0
Date Application Expires: 2i0 2.-e2
(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.
**Please Print**
SITE INFORMATION
King Co Assessor's Tax No.: 000480-0015
Site Address: 13035 Gateway Drive S, Tukwila, WA 98168
Tenant Name: BECU
Suite Number: 149
PROPERTY OWNER
Name:
BECU (Attn: Joie Missiaen)
Address:
12770 Gateway Drive
City:
Tukwila State: WA
Zip:
98168
CONTACT PERSON — person receiving all project communication
Name: Lauren Hoffmann
Address: 1200 5th Avenue
City: Seattle State: WA
Zip:
98101
Phone: 206-408-8535
Email: LHoffmann@nelsonww.com
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
Name: Lauren Hoffmann
Address: 1200 5th Avenue
City: Seattle State:WA
Zip: 98101
Phone: 206-408-8535
Email: LHoffmann@nelsonww.com
GENERAL CONTRACTOR INFORMATION
Company Name: Abbott Construction, Inc
Address: 3408 1st Avenue S, Ste 101
city: Seattle state: WA Zip:
98134
Phone: 206-467-8500
St Contr Reg No.: JRABBCI022JZ Exp Date03/01/2(
Tukwila Business License No.: BUS-0994189
Floor:1 & 2
New Tenant: J . Yes Ej ..No
ARCHITECT OF RECORD
Company Name:NELSON Worldwide (Attn: Adam Se
Address: 1200 5th Avenue
City: Seattle State: WA Zip: 98101
Phone: 206-408-8510
Email: ASegalla@nelsonww.com
ENGINEER OF RECORD
Company Name:
Address:
City:
State:
Zip:
Phone:
Email:
LENDER — WHO IS FUNDING THE PROJECT
(required for projects $5,000 or greater per RCW 19.27.095)
Name: BECU (Attn: Stacy Christie)
Address: 12770 Gateway Drive
city: Tukwila State:WA
Zip: 98168
MONTHLY SERVICE BILLING -or- WATER METER
REFUND/BILLING
Name:
CBRE (Attn.: Christy Hightower)
Address:
20415 72nd Ave S, Ste. 210
City:
Kent State: WA Zip:
98032
Phone:
253-398-9006
all
W: Permit Center iRachelleRApplicationsWdord1Consiruction Permit Application Revised 6-20 1 9.docx
Revised: June 2019
Page 1 of 3
'1\
2
BUILDING DIVISION LNF�RMATION — 2064 -3671
Valuation of Project (contractor's bid price): $ $2 9-, C,'D
Describe the scope of work (please provide detailed information)
combines Suites 149 & 153
Existing Building Valuation: S 12,278,200 (per coun
Y)
Tenant improvement to (3) separate suites that
Work includes demolition and construction of
partitions, doors, casework, ceiling grid systems and toilet fixtures & accessories and removal and
installation of light fixtures and finishes.
Will there be new rack storage? D.. Yes 21.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
lm Floor
'5);7-15 sf
Vr2 5 sf
N/A
N/A
III-B
B
2nd Floor
q / +it, sf
q/4-I 0 sf
N/A
N/A
III-B
B
3`d Floor
Floors thru
Basement
Accessory Structure*
Garage
0 Attached 0 Detached
Carport
0 Attached 0 Detached
Covered Deck
Uncovered Deck
PLANNING DIVISION INFORMATION — 206-431-3670
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:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primaiy residence.
Number of Parking Stalls Provided: Standard:
Floor area of accessory dwelling:
Compact: Handicap:
Will there be a change in use? El) Yes 0,,, No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407
1$1 Sprinklers [X] Automatic Fire Alarm D None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 12 Yes El] No
//' yes',"attach list q materials and storage locations on a separate 8-1/2 " 11" paper including quantities and Material Safety Data Sheets,
PUBLIC WORKS INFORMATION — 206-4
-0179
0...Permanent Water Meter Size (1).
E] ...Temporary Water Meter Size (1).
E] ...Water Only Meter Size
WO # (2) " WO # (3) " WO #
WO # (2) " WO # (3) " WO #
WO # El] Deduct Water Meter Size
D ...Sewer Main Extension Public 0 Private LI i: ...Water Main Extension Public 0 Private 0
W; Permit Center tRachelleMpplicationstWord1Construction Permit Application Revised 6-201 9,docx
Revised: June 2019
Page 2 of 3
•
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.
L' '=i !t ►t�cr Date: 20 December 2019
BUILDING OWNER O[3,'AUTHORIZED AGENT.
Signature:
Print Name: Day Telephone: 206-408-8521
Nixon Golla
Mailing Address: 1200 5th Avenue, Suite 1300, Seattle, WA 98101
City State Zip
W: Permit Center (Rachellct\Applicatians'.V.'ord\Construction Permit Application Revised 6-2019.does
Revised: June 2019
Page 3 of 3
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$3,045.86
D19-0405 Address: 13035 GATEWAY DR 149 Apn: 0004800015
$3,045,86
DEVELOPMENT
$2,902.01
PERMIT FEE
R000.322.100.00.00
0.00
$2,877.01
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$25.00
TECHNOLOGY FEE
$143.85
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R20560
R000.322.900.04.00
0.00
$143.85
$3,045.86
Date Paid: Thursday, April 16, 2020
Paid By: BECU
Pay Method: CHECK 62120176
Printed: Thursday, April 16, 2020 10:38 AM 1 of 1
CRWSYSTEMS
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$1,926.16
D19-0405 Address: 13035 GATEWAY DR 149
Apn: 0004800015
$1,926.16
Credit Card Fee
$56.10
Credit Card Fee
R000.369.908.00.00
0.00
$56.10
DEVELOPMENT
$1,870.06
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R19361
R000.345.830.00.00
0.00
$1,870.06
$1,926.16
Date Paid: Friday, December 20, 2019
Paid By: NIXON GOLLA
Pay Method: CREDIT CARD 91133D
Printed: Friday, December 20, 2019 1:26 PM 1 of 1
SYSTEMS
CO TVNWILA ETRAKIT
0200 SOUTH[ENTER BLVD
TUKWILA' WA 98188
206'433-1870
CITY OF TUKWILA
0017348000802374464500
Date: 12/20/2019 81:25:57 PM
CREDIT CARD SALE
VISA
CARD NUMBER:
TRAN AMOUNT: $1'926.16
APPROVAL [D: 9I133D
RECORD #: 000
cLcnx ID: frank1e
X
{CARDHOLDER'S SIGNATURE}
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
ACCORDING TO THE CARD ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
Merchant Copy
Lighting Summary LGT-SUM
016
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories
Project Info
Compliance
forms do not
require a
password to
use.
Instructional and
calculating cells
are wite-
protected.
Project Title:
BECU BUILDING 9 TEN
TIMPROVEMENT
REVIEVVED FOR20
Applicant Information
respond to inquiries a
. Provide contact information for individual mho can
bout compliance form information provided.
Company Name:
Company Address:
Applicant Name:
Applicant Phone;
NELSON WORLDWIDE
1200 5th Ave, Suite 1300
Katie Mathweg
206-408-8537
Applicant Email:
kmathweg@netsonww.com
Project Description
eLIANCE
APPROVED
APR 1 0 2020
City of Tukwila
RtJII DING DIVISION
a New Building CI Addition I Alteration arcrrmirmed
Include PROJ-SUM form (included in envelope forms mrkbook) math lighting complliance forms.
Building Additions
Refer to Section C502.2.6 for additional
requirements,
Compliance Method
Interior lighting
Exterior lighting
Lighting systems in addition area comply with all applicable
provisions as a stand alone new construction project
0
0
Lighting systems in addition are combined with existing
building lighting systems to demonstrate compliance
0
0
Addition is combined with existing:
For interior lighting projects, include new + existing interior lighting fixture settage in Proposed
Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form.
For exterior lighting projects, include new + existing exterior lighting fixture settage in Proposed
Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form.
Interior and Exterior
Lighting Alterations
Select all Lighting Poser and Lighting
Control elements that apply to the scope
of the retrofit project. If project includes a
combination of spaces where less than
50% of the existing fixtures are replaced
in some spaces, and 50% or more of the
fixtures are replaced in others, then
provide separate lighting poser
compliance forms for the tso retrofit
conditions. Spaces undergoing the same
type of retrofit may be combined into one
lighting poser compliance form.
Refer to Section C503.6 for additional
requirements.
All alteration lighting controls shall be
commissioned per C408.3.
0/1 101\11 NO I_
a No changes are being made to
the interior or exterior lighting
systems and existing space
uses and configuration are not
changed.
Lighting Power
Interior lighting
Parking garage
Exterior lighting
50% or more of existing are replaced
Less than 50% of existing are replaced
0
0
0
Lamp and/or ballast replacement only
— existing total wattage not increased
0 0 0
50% or more replaced - Total lighting poser of new + exist'ng-to-remain fixtures .shall complysith
total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in
Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form.
Less than 50% replaced - Total lighting poorer of new + existing -to -remain fixtures shall not exceed
the total lighting poser prior to alteration. Include new + existing -to -remain fixtures in the Proposed
Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form.
50% threshold applies to number of luminaires for interior spaces and parking garages, and total
installed settage for exterior luminaires.
Lighting Controls
New wiring installed to serve added
fixtures and/or fixtures relocated to
new circuit(s)
Interior lighting Parking garage Exterior lighting
0 0 13
New or moved lighting panel
0
0
0
Interior space is reconfigured -
luminaires unchanged or relocated
0
New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3,
occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application
specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7.
New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic
time switch controls per C405.2.2.
Reconfigured interior space - Provide all required lighting controls that apply to a new interior
space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured
Change of Space Use
0 Existing interior lighting systems in areas under -going a change in space .11 - grivi.vrtj%toiL
comply with LPAs for the new space types per Tables C405.4.2(1 tri
..ttre
Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting a age
table in LTG-tNT-BLD or LTG-INT-SPACE form.
b(9---OLtoE
FEB 13
PERPCGT Cri
A
Lighting Summary, cont.
LGT-SUM
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1
Revised July 2016
Project Title: BECU BUILDING 9 TENANT IMPROVEMENT IDate 01/28/2020
Interior Lighting System
Description
Interior Lighting Power
Allowance Method
s Building Area Method n Space -by -space Method
Select method used in project.
Interior Lighting Controls
• All C405.2.1 - C405.2.8 Controls D C4052 Exception 5 Luminaire Level
Lighting Control (LLLC)
CI Additional Efficiency Package Option
C406.4 Enhanced digital lighting controls
To comply pith C406.4, no less than 90% of the total installed interior lighting power shall comply Kith
required controls per C406.4.
Dwelling Unit Interior
Lighting
Permanently installed interior lighting fixtures in dt4elling units comply wth: •No Dwelling
0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units
0 C406.3 High Efficacy Lighting
0
Exterior Lighting System
Description
Interior Lighting - Space -By -Space Method
LTG-1NT-SPACE
Revised July 2016
2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1
Project Title: BECU BUILDING 9 TENANT IMPROVEMENT
Date 01/28/202C
Calculation
Area N0TE9
0 0 Addition - 0 Addition
stand alone + existing
el Spaces where < 50% of 0 Spaces where ?. 50% of 0
'' luminaires are replaced luminaires are replaced
For Building Department Use
LPA
Calculation
Type
0 Standard • Additional Efficiency Package Option 0
C406.3 Reduced Interior Lighting
To comply Wth C406.3, the Proposed LPD shall he 25% !over than the Target LPA,
Refer to C406.3 for additional requirements.
Maximum Allowed Lighting Wattage ""El
Location (plan #,
room #)
Space Type
Ceiling
Height N°TE 2
Gross Interior
Area in ft2
Allowed
Watts per ft2
Watts Allowed
(watts/ft2 x area)
101
Corridor: all other
8'-6"
165
0.530
87
102
Office: Enclosed
8'-6"
143
0.890
127
103
Office: Enclosed
8'-6"
108
0.890
96
Office: Open plan
8'-6"
5592
0.780
4362
105
Confe nce/meeting ultipurpose
8'-6"
147
0.980
144
106
Con e ence/meeting ultipurpo
8'-6"
155
0.980
1.
107
Lobby: alt other8,_6,,
131
0.720
108
Office: Enclosed
8'-6"
58
0.890
109
Office: Enclosed
8'-6"
48
0.890
43
110
Conference/meeting/multipurpose
8,....6.
0.980
111
Lobby: alt other
9 ' -0"
163
0 . 720
112
Restroom: all other
8'-6"
221
0.780
113
Restroom: all other
8'-6"
70
0.780
114
Corridor: all other
8'-6"
237
0.530
126
115
Restroom: alt other8'-6"
101
0.780
79
6
Storage room
8'-6"
503
0.500
252
117
Storage room
8'-6"
111E11111
0.500
14
1.1101=1.1111111.111=1.1=1.1.
0. 530
396
201
Corridor: alt other8'-6"
202
0 ice: Open plan
8'-6"
0.780
2928
203
Conference/meeting ultipurpo e
8'-6"
158
0.980
IIMEIN
204
Office: Enclosed
8'-6"
0 . 890
101
2 5
Office: Enclosed
8'-6"
148
0 .890
2 6
Storage room
8'-6"
122
0.500
207
Lounge/breakroom: all other
8'-6"
560
0.580
325
208
Storage room
8'-6"
MEI
0.500
19
209
Restroom: all other
8'-6"
108
0.780
84
2 0
Restroom: al other
8,_6,,
145
0.780
113
2 1
Office: Enclosed
8'-6"
94
0.890
84
2 2
Office: Enclosed
8'-6"
94
0.890
84
2
0 ice: Open pl n
8'-6"
2469
0.780
1926
2 4
Conference meeting ul ipurp e
8'-6"
334
0.980
327
215
S ora e room
8'-6"
43
0.500
Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY N°TE 8
Total Area
Retail Display
17118
LTG-INT-DISPLAY
Allowed Watts
Jlowance from
13043
Proposed Lighting Wattage "'"
Location (plan #,
room #)
NOTE 4 5 6
Fixture Description "
Number of
Fixtures
Watts/
0N TE 7
Fixture
Watts
Proposed
2x2
137
44
6028
8" diameter downlight
41
10
410
Linear Wall Fixture
2
25
50
Linear Lens Light fixture
34
16
544
Drums
1
120
120
Tube lighting
12
13
156
Wall Washers
11
10
110
Proposed Retail Display Lighting from LTG-INT-DISPLA
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts
7418
Interior Lighting Power Allowance COMPLIES WITH C406.3
Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu.
Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f.
Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures.
Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included).
For
track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank.
Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as
existing
in fixture description.
Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For
luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low
voltage
lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or
50
watts/lineal foot, or enter the wattage limit of permanent current limiting device.
Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage.
Note 9 - Calculation Area Details:
a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building
lighting systems to demonstrate compliance. Refer to C502.1.
?ERNI COOtD GOPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: 9-0405
PROJECT NAME: BECU
SITE ADDRESS: 13035 GATEWAY DR
DATE: 02/13/2020
Original Plan Submittal X Revision #_ J before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Building Division
9.9 0- 1/W6M
Public Works
kl\A
Fire Prevention
Structural
lir Manning Divisionk11°
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
REVIEWER'S INITIALS:
DATE:
02/18/20
Structural Review Required
DATE: _
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
DUE DATE: 03131/20
Approved with Conditions
Denied
(ie: Zoning Issues)
Fire Fees Apply
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire El Ping LJ PW 0 Staff Initials:
12/18/2013
PERMIT COORD COP'
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D19-0405 DATE: 12/23/2019
PROJECT NAME: BECU
SITE ADDRESS: 13035 GATEWAY DR 149
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Wb
Building Division
1161\ii
vubricWorks 11119/filt°1
Fire Prevention
Structural
Panning Divis
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 12/24/19
Structural Review Required
REVIEWER'S INITIALS: DATE:
r
APPROVALS OR CORRECTIONS: DUE DATE: 1/21/2020
Approved
Corrections Required
a
1-1
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire E] ling U PW 0 Staff Initials:
12/18/2013
City of Tukwila
REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: January 28, 2020
❑ Response to Incomplete Letter #
LI
Plan Check/Permit Number:
Response to Correction Letter #
Revision # 1 rmit is Issued
D19-0405
Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name: BECU - Building 9 Tenant Improvement
Project Address: 13035 Gateway Drive S, Tukwila, WA 98168
Contact Person: Lauren Hoffmann
Summary of Revision:
New ceiling tile, grid, and Tight fixtures to be installed.
Phone Number: 206 408 8535
RECEIV E P
CITY OF TUKWIL P.
FEB 13 2020
PERMIT CENTEF
Sheet Number(s): A2-1
"Cloud" or highlight all areas of revision including date of revii
Received at the City of Tukwila Permit Center by:
Entered in TRAKiT on
W: Permit Center Templates Forms Revision Submittal Form.doc
Revised- August 2015
J R ABBOTT CONSTRUCTION INF
`-/ MCGOWAN -y
MIKE PRICE;
MARK SEAMAN;
BRANNON SHALLEY;
ANDY SPRAGUE;
TROY STEDMAN;
DOUGLAS JOSEPH KLEIN;
RON NELSON;
JOHN ABBOTT;
WENDY NEWMAN;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
JRABBCI022JZ
Effective — expiration
04/09/1998— 03/01/2022
Bond
Active
Meets current requirements.
LIBERTY MUTUAL INS CO $12,000.00
Bond account no.
023009859
Received by L&I Effective date
04/24/2006 04/01/2006
Expiration date
Until Canceled
Insurance
Liberty Mutual Fire Insurance $2,000,000.00
Policy no.
TB2Z91459332029
Received by L&I Effective date
05/23/2019 06/01/2019
Expiration date
06/01/2020
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Certifications & Endorsements
OMWBE Certifications
No active certifications exist for this business.
Apprentice Training Agent
Registered training agent. Check their eligible programs and occupations.
Workers' Comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
458,011-00
Doing business as
J R ABBOTT CONSTRUCTION INC
Estimated workers reported
Quarter 1 of Year 2020 "Greater than 100 Workers"
Account Is current.
Page 2 of 4
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600479123&LIC=JRABBCI022JZ&SAW= 4/16/2020
BUILDING INFORMATION
SITE ADDRESS: 13035 GATEWAY DRIVE S., TUKWILA, WA 98168 NELSON
Nelco Architecture, Inc.
s... .� -
�►
s u
;xt 3.
WIN
3 Ut ff v
_1101-AW5
%-1 111's
[JIM,
r< 11- s
ILI
fin`_.-.,..
GATEWAY CORP. CENTER
13035 GATEWAY DRIVE
TUKWILA, WA 98168
1 LOCATION MAP
AN-0 Scale: NOTTO SCALE 9)
TRUE
NORTH
2 SITE MAP
A o Scale: NOT TO SCALE
GATEWAY CORP. CENTER
BUILDING 9
SUITES 149 8t
REVISIONS
No clan :es snaU be made to the scope
Of wont w4nout Oi V aCOrOvaV Of the
Tukwila Budding D.vis,.on.
NOTE: Revisions will feauue a new plan
submittal and may Include aodnlonai plan review.
PARCEL NUMBER:
000480-0015
LEGAL DESCRIPTION:
LEWIS C C DC # 37 FOR OF C C LEWIS DONATION CLAIM NO 37
TGW FOR OF STEPHEN FOSTER DONATION CLAIM NO 38 IN
SECTIONS 10, 11, 14 & 15 TWP 23 RANGE 4 - BAAP BEARING
N40-01-05W 920.15FT FROM A MONUMENT AT PT OF INTSN OF
CURVE ON CIL OF DUWAMISH- RENTON JUNCTION RD BEING
APPROX 1000 FT E & 20 FT S OF QUARTER CORNER BETWEEN
SECTIONS 14 & 15 TH N 49-24-00 W 835 FT ON A LINE PIT & 150
FT NELY OF C/L OF DUWAMISH-RENTON JUNCTION RD TAP
BEARING N 81-44-55 E 199.17 FT FR POINT OF CURVE ON C/L OF
DUWAMISH - RENTON JUNCTION RD SO PT OF CURVE BEING
APPROX 1200 FT N & 440 FT W OF QUARTER CORNER BETWEEN
SECTIONS 14 & 15 TH S 40.36-00 W 20 FT TO NELY MGN OF R/W
OF PUGET SOUND ELECTRIC RAILWAY TH N 49-24-00 W 980.29 FT
TH S 49-24-00 E 400 FT TH N 40-36-00 E 190 FT TO POB TH N
40-36-00 E 512.10 FT TH.N 49-24-00 W 325 FT TH S 79-15-35 W
12.81 FT TH N 49-24-00 W 67 FT TH 5 40-36-00 W 502.10 FT TAP
BEARING N 49-24-00 W 400 FT FR POB TH S 49-24-00 E 400 FT TO
POB — AKA LOT 2 OF CITY OF TUKWILA BDRY LINE ADJ NO
91-4-BLA RECORDING NO 9105231162
PLat Block:
Plat Lot: POR
ZONING:
C/LI
BUILDING DESCRIPTION:
ONE STORY PLUS MEZZANINE FULLY SPRINKLERED
OFFICE/WAREHOUSE BUILDING WITH ON -GRADE PARKING.
YEAR BUILT:
1991
CONSTRUCTION TYPE:
III-B
FIRE PROTECTION:
FULLY SPRINKLERED
NUMBER OF STORIES
i + MEZZANINE
BUILDING TOTAL FLOOR AREA:
68,921 SF (NO CHANGES)
PR03ECT DESCRIPTION
TENANT IMPROVEMENT IN AN EXISTING
OFFICE/WAREHOUSE BUILDING THAT COMBINES SUITES 149 & 153 AS A SINGLE SUITE AMORMW
TO INCLUDE:
DEMOLITION OF PARTITIONS, DOORS, RESTROOM FIXTURES AND ACCESSORIES, CASEWORK,
CEILING GRID, AND EXISTING FLOORING.
CONSTRUCTION OF PARTITIONS, DOOR, RELITES, RESTROOM FIXTURES AND ACCESSORIES,
CASEWORK, CEILING GRID AND HEADERS, AND NEW FINISHES THROUGH OUT.
MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS ARE BY
OTHERS, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS.
AREA OF WORK
SUITE AREA
FLOOR AREA
SUITE 149
SST FLOOR
8,775 SF
8,775 SF
8,775 SF
SUITE 149
2ND FLOOR
9,410 SF
9,410 SF
9,410 SF
U1TE 157
TOTALS:
j ySF
I % j�o C.l-bid,%�E'
45,W�3F &AV
2015 INTERNATIONAL BUILDING CODE (IBC)
2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
2015 INTERNATIONAL PROPERTY MAINTENANCE CODE(IPMC)
2015 INTERNATIONAL FIRE CODE (IFC)
2015 UNIFORM PLUMBING CODE (UPC) DBUILDINGDNISION
RMIT
FOR:
2015 INTERNATIONAL MECHANICAL CODE (IMC) nlCPl
2015 INTERNATIONAL FUEL GAS CODE (IFGC) Cat
ing
2015 NATIONAL FUEL GAS CODE 58 (PROPANE) MIGaisiping
2017 NATIONAL ELECTRICAL CODE (NEC) wila
2015 WASHINGTON STATE ENERGY CODE (WSEC) VISION
ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDING AND FACILITIES
DRAWING INDEX
SHEET
NUMBER
SHEET TITLE
SHEET
ISSUE
DATE
REVISION
NUMBER
REVISION
ISSUE
DATE
AN-0
COVER SHEET
12/20/19
AN -SA
FIRST FLOOR LIFE SAFETY PLAN
12/20/19
AN-1B
SECOND FLOOR LIFE SAFETY PLAN
12/20/19
AN-2
GENERAL NOTES, ABBREVIATIONS & SYMBOLS
12/20/19
AN-3
ACCESSIBILITY DETAILS
12/20/19
ARCHITECTURAL
AO-1
FIRST FLOOR DEMOLITION PLAN
12/20/19
AO-2
SECOND FLOOR DEMOLITION PLAN
12/20/19
A1-1
FIRST FLOOR CONSTRUCTION PLAN
12/20/19
Al-2
SECOND FLOOR CONSTRUCTION PLAN
12/20/19
A2-1
FIRST FLOOR REFLECTED CEILING PLAN
12/20/19
A2-2
SECOND FLOOR REFLECTED CEILING PLAN
12/20/19
A3-1
FIRST FLOOR POWER & COMMUNICATION PLAN
12/20/19
A3-2
SECOND FLOOR POWER & COMMUNICATION PLAN
12/20/19
A4-1
FIRST FLOOR FINISH PLAN & SCHEDULE
12/20/19
A4-2
SECOND FLOOR FINISH PLAN & SCHEDULE
12/20/19
A6-0
RESTROOM ACCESSORIES DETAILS
12/20/19
A6-1
ENLARGED RESTROOM PLANS
12/20/19
A7-1
ELEVATIONS
12/20/19
A8-1
CASEWORK ELEVATIONS
12/20/19
A8-2
CASEWORK DETAILS
12/20/19
A9-1
DOOR, RELTTE, FRAME TYPES AND SCHEDULE
12/20/19
A9-2
PARTITIONS DETAILS
12/20/19
A9.3
TYPICAL CEILING DETAILS (FOR REFERENCE)
12/20/19
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
EC i 012Y
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel; 206.408.8535
Email: LHOFFMAN@NelsonWW.com
FILE OP�f�x..y..
PelPPikl NiS�'
Plan review approval Is subject to errors and
omissions. Approval of construction aocuments does
not authorize the violation of any adopted Code of
ordinance. Receipt of approved Field Copy and
conmuons Is cK owled ea;
Date:
City of Tuewiia
(BUILDING DIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAJNN 22 202200
City of Tukwila
BUILDING DIVISION
SEAL:
10104
RE re"
AR RECT
S7711TEpe yyiM
N
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
COVER SHEET
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
AN-0
Nelco Architecture, Inc.
— — — —
�------
OCCUPANT LOAD: 100 SF PER OCCUPANT FOR BUSINESS AREAS USE
(TABLE 1004.1,21 15 SF PER OCCUPANT FOR ASSEMBLY USE
1. EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT SPECIAL
KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH.
--�-------
—
— — ------�-------------
— — — — —
I I
TOTAL OCCUPANT LOAD: FOR SPACE -BY -SPACE OCCUPANT LOAD SEE TABLE BELOW.
SMALL ASSEMBLY SPACES: SMALL ASSEMBLY SPACES LESS THAN 50 OCCUPANTS OR BELOW 750 SF ARE
2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN
OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY.
EXIT��.
`�
(SEC 303.1.1) CLASSIFIED AS GROUP B OCCUPANCY
3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN
CONFERENCE
I
STORAGE SPACES: STORAGE OF RECORDS AND ACCOUNTS ARE CLASSIFIED AS GROUP B
APPLIED IN THE DIRECTION OF TRAVEL.
1OS
_
` ` \
i
I I
(SEC 304.1) OCCUPANCY
4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED
WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT
143 SF
'
(
1200 Fifth Ave., Suite 1300
(ASSEMBLY}
_
_ _
WALKING SURFACE LEVEL EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE
NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE
PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON -SITE
Seattle, WA 98101
Phone: (208) 408-8500
'
1ST FLOOR - SUITE 149
GENERATOR.
WWW.NELSONWORLDWIDECOM
EXIT ACCESS TRAVEL
5 CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND T-6"
ar n>Fcr rzr
W
Q
LLO ,
N
Z
}
C
U Q
<p U�A
�vw
OOO
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M
OomvWi
�a
a
LL N
v
105
143 SF
ASSEMBLY
15 SF
10
8
106
155 SF
ASSEMBLY
15 SF
11
B
110
325 SF
ASSEMBLY
15 SF
22
B
REST OF SUITE
8,152 SF
BUSINESS AREAS
100 SF
82
B
TOTALS
125
MINIMUM HEIGHT.
Tenant/Building Owner:--
6.
EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF,
BECU
MINIMUM W-8" DOOR HEIGHT.
Attn: JOIE MISSIAEN
7.
DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH
Tel: 206.815.5131
BY MORE THAN HALF.
Email: JOIE.MISSIAEN@BECU.com
B.
MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON
Architect:
A CONTRASTING BACKGROUND STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN
NELSON WORLDWIDE
THIS SPACE IS OCCUPIED"
Attn: KATIE MATHWEG
9.
EXIT ACCESS HAS BEEN BASED UPON PROGRAMMATIC INFORMATION PROVIDED TO
Tel: 206.408.8537
THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD
Email: KMATHWEG@NelsonWW.com
RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF
Attn: LAUREN HOFFMAN
USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION.
Tel: 206.408.8535
10.
TACTILE EXIT SIGNAGE SHALL BE INSTALLED PER LOCAL CODES, ICC/ANSI
Email: LHOFFMAN@NelsonWW.com
CONFERENCE
REGULATIONS AND BUILDING STANDARDS.
�i
11O -
EXIT SEPARATION
13. FOR ASSEMBLY OCCUPANCY PROVIDE SIGNAGE POSTING THE ROOM OCCUPANT LOAD.
'_.
90,
325 SF
+�
EXITING - 1ST FLOOR SUITE 149
17 ILLUMINATED AT ALL TIMES WITH EMERGENCY
(ASSEMBLY} L
I
ELECTRICAL BACK-UP POWER.
Ki COMMON PATH
_ _ _
I
REQUIRED
PROVIDED
18. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS
OF TRAVEL
++
I
SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE
•
f 29'
. ` - - - (� `+
�)
NUMBER OF EXITS: 50-500 OCC LOAD = 2 EXITS
3
OTHER FROM BATTERIES.
I
GROUP B
19. ALTERATIONS, REPAIRS AND ADDITIONS. REQUIRED EXITS, EXISTING STRUCTURE
_�
ELEMENTS, FIRE PROTECTION DEVICES AND SANITARY SAFEGUARDS SHALL BE
W
I—
COMMON PATH OF EGRESS: 200' MAX. W/SPRINKLERS
(t) 29'
MAINTAINED AT ALL TIMES DURING ALTERATIONS, REPAIRS OR ADDITIONS TO ANY
L _ _ _ > ---
BUILDING OR STRUCTURE.
n
r XIT ®
I I =
GROUP B
20. EXIT PATH TO REMAIN CLEAR AT ALL OPERATION BUSINESS HOURS.
n
—t ++ '
F
'
�
I I
21. FINAL PLACEMENT OF EXIT SIGNS IS SUBJIECT TO APPROVAL AND
_
ua
I ,' ��-
_ I—
I I 1
SEPARATION OF EXITS: MIN 1/3 MAX OVERALL DIAGONAL
(f) 90'
MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR.
►4
3 WAREHOUSE
N.I.C.
PATH
W
EXIT ACCESS TRAVEL
DISTANCE
_ W 401
® 4M EXIT
♦/ OF
o ♦.
1000,loe
NORTH
1 LIFE SAFETY PLAN - 1ST FLOOR
DIM OF SPACE SERVED W/ SPR
EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS (t) 91'
GROUPS B
T FLOOR - SUITE 157
ALL. J
W
Sa
Q¢
W
LL
N
N
K
O
a
2� KO
o�y
Z
W
Q
z Q
d
Z m
J
OJ
O na'.
a'G
00
O
t�
zdS
LL N
O'Um
NOq
min
O
'j o
Q
v
E
119
OPEANR A
1,420 SF
CLASSROOM
20 SF
y
A-3
NO J 49%
124
COFFEE
14 SF
ASSEMBLY
15 SF
21
A-3
NO / 11%
125
OPENWORK
100
ASSEMBLY
1
67
A-3
NO / 35%
REST OF
163 SF
BUSINESS
100 SF
2
B
YES (6%
SUITE
AREAS
EXISTING
--
WAREHOUSE
2,032 SF
W USE
500 SF
5
S-1
--
(NIC)
TOTALS
166
166
100%
"11
EXITING - 1ST F OR SUIT 7
REQUIRED
OF EXITS: MAX 49 OCC LOAD = 1 EXIT
\PROVWIDEDNUMBER
GROUP B
COMMON PATH OF ESS: 100' MAX. W/ SPRINKLERS
GROUPS B & S
OF EXITS: MIN 1/3 MAX OVERALL DIAGONAL (t) 59'
DIM OF SPACE SERVED W/ SPR
TRAVEL DISTANCE: 300' W/ SPRINKLERS (t) 40'
B
PLUMBING FIXTURES - SUITE 149
EXIT PLAN LEGEND
4411111111 EXIT
EXIT ACCESS TRAVEL PATH
EAD
EXIT ACCESS DOOR
EAS
EXIT ACCESS STAIR
Q- - - -
EXIT PATH
Qi---->
POINT OF TWO EXITS
�-
SPACE DIAGONAL
— - - —
EXIT SEPARATION
EXIT SIGNAGE
T �
NON -DIRECTIONAL
DIRECTIONAL
1-HOUR FIRE -RATED PARTITION (NEW & EXISTING) WITH 20
MINUTE RATED DOORS.
OCCUPANCY
WATER CLOSETS/URINALS
LAVATORIES
DRINKING FOUNTAIN
USE
LOAD
RATIO
MALE
FEMALE
SINGLE OCCUPANCY
RATIO
MALE
FEMALE
SINGLE OCCUPANCY
RATIO
183
1 PER 25
OCCUPANT LOADS OF
1 PER 40
OCCUPANT LOADS OF
1 PER 150
OFFICE
(8,775 SF
FIRST 50;
3
3
15 OR LESS CAN BE
FIRST 80;
3
3
15 OR LESS CAN BE
FIRST
(B)
+9,507 SF)
THEN 1 PER 50
REQ
REQ
SERVED WITH ONE
THEN 1 PER 80
REQ
REQ
SERVED WITH ONE
THEN I PER500
EXCEEDING 50
RESTROOM
EXCEEDING 80
RESTROOM
SUBTOTALS
183
',
3
S 2
2 (PLUINALS)
3
--
[f3
3
REQUIRED TOTALS
--
1
TOTAL PROVIDED
'..
URINALS)
6
--
1. DRINKING FOUNTAIN SHALL NOT REQUIRED FOR OCCUPANT LOAD OF 30 OR FEWER.
2. WHERE DRINKING FOUNTAIN ARE REQUIRED, NOT FEWER THAN TWO DRINKING FOUNTAIN SHALL BE PROVIDED. HIGH & LOW TO COMPLY WITH ICC/ANSI 117.1-2009
3. DRINKING FOUNTAIN IS NOT REQUIRED IN DRINKING OR DINING ESTABLISHMENT.
4. SEPARATED RESTROOMS ARE NOT NEEDED IN DRINKING OR DINING ESTABLISHMENT WITH OCCUPANT LOAD UNDER 30.
PLUMBING FIXTURES - S (SEE SHEET AN-1B} n/?_j
CUENI_
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT.-
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
R MREO
STATE OF ON
C17Y STAMP,
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
FIRST FLOOR
LIFE SAFETY PLAN
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn BY: CIF
\N_ 1A
.: N-1 Scale: 1/8" = 1'-0"
0
a
5K*79W?1�1
EGRESS AND LIFE SAFETY GENERAL
NOTES
S ( L 4,SEMBY)
X COMMON PATH
--- > ---------- OF TRAVEL
28
Iq
M % I- _ -_ I -
zj EXIT ACCESS TRAVEL
r)TC"rAKirr_
1. EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT SPECIAL
KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH.
2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN
OCCUPANT LOAD OF 50 OR MORE OR AN "11" OCCUPANCY.
3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN
APPLIED IN THE DIRECTION OF TRAVEL.
4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED
WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT
WALKING SURFACE LEVEL EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE
NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE
PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON -SITE
GENERATOR.
5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 74'
MINIMUM HEIGHT.
6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF.
MINIMUM 6'4' DOOR HEIGHT.
7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH
BY MORE THAN HALF.
8. MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON
A CONTRASTING BACKGROUND STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN
THIS SPACE IS OCCUPIED"
9. EXIT ACCESS HAS BEEN BASED UPON PROGRAMMATIC INFORMATION PROVIDED TO
THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD
RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF
USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION.
10. TACTILE EXIT SIGNAGE SHALL BE INSTALLED PER LOCAL CODES, ICC/ANSI
REGULATIONS AND BUILDING STANDARDS.
13, FOR ASSEMBLY OCCUPANCY PROVIDE SIGNAGE POSTING THE ROOM OCCUPANT LOAD.
(SEE AN-1A)
17. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY
ELECTRICAL BACK-UP POWER.
0 E NCE
-0 EXITING 2ND FLOOR SUITE 149 18. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EMT SIGNS
0 a
- SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIPING SYSTEM, THE
&SF REQUIRED PROVIDED OTHER FROM BATTERIES.
SEMBLY) NUMBER OF EXITS: 50-500 OCC LOAD 2 EXITS 2 19. ALTERATIONS, REPAIRS AND ADDITIONS. REQUIRED EXITS, EXISTING STRUCTURE
E= ELEMENTS, FIRE PROTECTION DEVICES AND SANITARY SAFEGUARDS SHALL BE
L GROUP B
FE-R\ MAINTAINED AT ALL TIMES DURING ALTERATIONS, REPAIRS OR ADDITIONS TO ANY
0 DNOEAS EAS8N-T1TE__ BUILDING OR STRUCTURE,
Ul Lf) COMMON PATH OF EGRESS: 100'MAX, W/ SPRINKLERS (1:) 2&
IT, SLOPE, 20. EXIT PATH TO REMAIN CLEAR AT ALL OPERATION BUSINESS HOURS.
GROUP B
21. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND
MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR.
SEPARATION OF EXITS: MIN 1/3 MAX OVERALL DIAGONAL 7Z
DIM OF SPACE SERVED W/ SPR
S
EXIT PLAN LEGEND
z EXIT ACCESS TRAVEL DISTANCE: 300'W/ SPRINKLERS 93'
CONFERENCE
xGROUP 4M EXIT EXIT ACCESS TRAVEL PATH
<
CY EXIT SEPARATION EAD EXIT ACCESS DOOR
72'
♦EAS BREAK EXIT ACCESS STAIR
0- - - - EXIT PATH
0
(ASSEMBLY) 569 SF
SPACE DIAGONAL
137'/ 3 (SPRINKLERED) POINT OF TWO EXITS
of FE-RC
2 SPACE DIAGONAL
Iq Iq CONFERENCE
[=2=14
EXIT SEPARATION
L: 342 SF
(ASSEMBLY)
EXIT SIGNAGE
0
NON-DIRECTZONAL
0 LO-DIRECTIONAL
1
< OPENTOBELOW
SING FIXTURES SUITE 157
a
OC WATER CLOSETS/URINALS LAVATORIES
DRINKING FOUNTAIN
U RATIO
OC"Ilik USE LOAD RA To MALE FEMALE SINGLE OCCUPANCY RATIO MALE FEMALE G611�CUPANCY
ON 1 PER OCCUPANT LOADS OF 1 PER 40 OCCUPANT LOADS OF I PER 150
OFFICE 56 FIRST 50;
k4tkk 2 15 OR LESS CAN BE FIRST 10; 15 OR LESS CAN BE
=R So RREW44%,a FIRST 150;
(B) (5,546 SF) THEN 1 PER REQ SERVED WITH THEN 1 PER 80 REQ SERVED WITH ONE THEN 1 PER 500
EXCEEDING 50 RESTROCIM' EXCEEDING RESTROOM
0
O SUBTOTALS 56
REQUIRED TOTALS 2
----------------
TOTAL PROVIDE 1 2
Lr),
VN V-4
U-1 1 DRINKING FOUNTAIN SHALL N ED FOR OCCUPANT LOAD OF 30 OR FEWER.
x
q UNOCCUPIED 2. WHERE ORIN NTAIN ARE REQUIRED, NOT FEWER THAN TWO DRINKING FOUNTAIN SHALL BE PROVIDED. HIGH & LOW TO C ITH ICC/ANSI 117.1-2009
ti / \
FLOOR 3. NKING FOUNTAIN IS NOT REQUIRED IN DRINKING OR DINING ESTABLISHMENT.
o
4. SEPARATED RESTROOMS ARE NOT NEEDED IN DRINKING OR DINING ESTABLISHMENT WITH OCCUPANT LOAD UNDER 30.
El
DRINKING FOUNTAIN HA N ED OCCUPANT
I I I OU T I S LL 0 'OR
2 WHERE ORIN NTAJN ARE REQUIRED,
NOT FEW BE PROVIDED HIGH LOW TO C ITH ICC/ANII 117 1-2009
3. NKING FOUNTAIN IS NOT REQUIRED IN DRINKING C
P T ST OOMS T , I OCCUPANT
U 0.
4 SEPARATED ED RE R ARE NO NEEDED IN DRINKING IN N CAD UNDER 3
\PEN TO BELOW
iL
E DN
O NORTH
LIFE SAFETY PLAN - 2ND FLOOR
Scale; 1/8" = V-O"
OCCUPANT LOAD:
100 SF PER OCCUPANT FOR BUSINESS AREAS USE
(TABLE 1004.1.2)
15 SF PER OCCUPANT FOR ASSEMBLY USE
TOTAL OCCUPANT LOAD:
FOR SPACE -BY -SPACE OCCUPANT LOAD SEE TABLE BELOW.
SMALL ASSEMBLY SPACES:
SMALL ASSEMBLY SPACES LESS THAN 50 OCCUPANTS OR BELOW 750 SF ARE
(SEC 303.1.1)
CLASSIFIED AS GROUP B OCCUPANCY
STORAGE SPACES: STORAGE OF RECORDS AND ACCOUNTS ARE CLASSIFIED AS GROUP B
(SEC 304.1) OCCUPANCY
0
<
<cam
z
0
09
u�u
0
LL
M Y
gow
2:
203
158 SF
ASSEMBLY
15 SF
11
B
205
150 SF
ASSEMBLY
is SF
10
B
207
569 SF
ASSEMBLY
15 SF
38
B
214
342 SF
ASSEMBLY
15 SF
23
B
REST OF SUITE
8,288 SF
BUSINESS AREAS
100 SF
83
B
TOTALS
165
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
Tenant/ Building Owner:
BECU
Attn: JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
CLIENT
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149 &X
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWEDFOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City Of Tukwila
BUILDING DIVISION i
I
SEAL'
TEERW1ol1N
RA
E P
G
G*A,L
ED
CT
STATE _F S
ftsw
CITY JTFtPIP'
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
SECOND FLOOR
LIFE SAFETY PLAN
Proj. #: 19.0003305.001 Reviewed BY: LH/NG
Drawn By: CF
GENERAL NOTES
FIRE DEPARTMENT NOTES
ABBREVIATIONS
1.
THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND
19.
INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS'
1. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE
A
H
REQ'D
REQUIRED
OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE
RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO THE
SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY
A/C
AIR CONDITIONING
H
HIGH
RET
RETURN
DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE
ARCHITECT IMMEDIATELY.
BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD
A/C UNIT
AIR CONDITIONING UNIT
HB
HOSE BIB
REV
REVISE / REVISION
GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY
INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS.
A/E
ARCHITECT/ENGINEER
HC
HOLLOW CORE
RH
RIGHT HAND
REFERRED TO AS 'THE CODE." THE CONTRACTOR SHALL REPORT ANY
20.
THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM
COMPLY WITH BUILDING CODES.
A/V
AUDIO VISUAL
HDW
HARDWARE
RHR
RIGHT HAND REVERSE
INCONSISTENCIES, CONFLICTS OR OMISSIONS DISCOVERED TO THE
PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT
2. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE -RESISTIVE CORRIDORS
ACT
ACOUSTICAL CEILING TILE
HEX
HEXAGONAL
RM
ROOM
ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK.
ALL TIMES DURING NORMAL WORKING HOURS.
SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING
ADJ
ADJACENT
HM
HOLLOW METAL
RO
ROUGH OPENING
2.
THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO
21.
THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND
A 20-MINUTE RATING AND SHALL BE SELF -CLOSING.
AFF
ABOVE FINISH FLOOR
HORIZ
HORIZONTAL
ROW
RIGHT OF WAY
DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION;
EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE NOTED
AH]
AUTHORITY HAVING
HR
HOUR
RPM
ROUND PER MINUTE
WHEN AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES
AS NOT IN CONTRACT (N.I.C.).
3. 20-MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT
AHU
JURISDICTION
AIR HANDLING UNIT
HT
HEIGHT
RSF
RENTABLE SQUARE FEET
OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS,
CONTROLLED.
ALT
ALTERNATE(ING)
HTG
HEATING
RT
RUBBER TILE
AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL
22.
MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR
4. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT
AL / ALUM ALUMINUM
HTR
HVAC
HEATER
HEATING VENTILATION &
RTU
RWC
ROOF TOP UNIT
RAINWATER CONDUCTOR
AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR.
PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE
EXCEED AN END POINT FLAME SPREAD RATING:
ANOD
ANODIZED
AIR COND.
ALL WORK SHALL CONFORM TO ALL BASE BUILDING STANDARD
INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS
APPROX
APPROXIMATE
HW
HOT WATER
S
SPECIFICATIONS AND BUILDING REGULATIONS.
OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONSTRUCTION
A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS
ARCH
ARCHITECT
HWY
HIGHWAY
S
SOUTH
3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT
INSTALLED IN VERTICAL EXITS.
AUTO
AUTOMATIC
SAN
SANITARY
NATURE THAN THAT REQUIRED BY THE BUILDING CODE, OR ANY OTHER
AVG
AVERAGE
I
SB
STONE BASE
SUB -CONTRACTORS' RECEIPT OF COMPLETE SETS THESE DOCUMENTS
ENTITY HAVING JURISDICTION OVER THE WORK, THE WORK OF THE
B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR
IN
INCHES
SC
SOLID CORE
A DIRECTIVES AND
AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD
MORE STRINGENT NATURE CALLED OUT SHALL BE FURNISHED IN ALL
MATERIALS INSTALLED IN HORIZONTAL EXITS.
B
INCAND
INCANDESCENT
SCHED
SCHEDULE
CHANGE ORDERS.
CASES.
B/S
BUILDING STANDARD
INCL
INCLUDE(ING)/INCLUSIVE
SCHEM
SCHEMATIC
4.
THE CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT
23.
DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR
C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR
MATERIALS INSTALLED IN ANY OTHER LOCATION.
BETW
BETWEEN
INFO
INFORMATION
SE
SOUTHEAST
THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS
MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD CONDITIONS.
BEV
BLDG
BEVELED
BUILDING
INSUL
INSULATION
SECT
SECTION
NECESSARY TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT
REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
5. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE
BLK
BLOCK
INT
INTERIOR
SF
SQUARE FOOTAGE
OR DAMAGE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE
FIRE -RATED WALLS OR CEILINGS.
S
SHOWER
ENVIRONMENTAL CONDITIONS AND WILL REPAIR AND REPLACE DAMAGE
24.
THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY
BLKG
BSMT
BLOCKING
BASEMENT
7
JN CLOT
JNIT CLOSET
Sim
SIMILIAR
OR LOSSES AT THE CONTRACTOR'S EXPENSE WITHOUT CHARGE TO THE
TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT REQUIRED TO
6. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH
BTU
BOTTOM
J
I
JUNCTIONON
SPEC
SPECIFICATION(S)
OWNER.
PERFORM THE WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS.
APPLICABLE CODE REQUIREMENTS.
BTU
BRITISH THERMAL UNIT
JS T
JOIST
SBOX SQ
SPEAKER
SQUARE
5.
WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA
SHOULD THE AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE
7. HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A
IT
JOINT
Q
SQ FT
SQUARE FOOT
WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE
ON -TIME COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT IMMEDIATELY AN PROPOSE AN EQUIVALENT
FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE AND SHALL BE
C
55
SOLID SURFACE
CONTRACTOR SHALL:
SUBSTITUTION TO BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS
SYNCHRONIZED.
CER
CF
CERAMIC
CUBIC FEET
K
KD
KNOCK DOWN
SSTL
STAINLESS STEEL
A. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF
NOT ACCEPTABLE.
8, LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE
C)
CONTROL JOINT
KIT
KITCHEN
ST
STD
STREET
STANDARD
CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES
25.
SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED THE
THE LEVEL OF THE FINISHED FLOOR, WORKING PLATFORM, GROUND
CL
CENTERLINE
STL
STEEL
ALLOWABLE PRACTICES AND ALLOWABLE NOISE LEVEL DURING
ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT
SURFACE OR SIDEWALK.
CLG
CLOS
CEILING
CLOSET
L
L
LOW
STOR
STORAGE
TENANT BUSINESS HOURS.
SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION
9. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL PROTECTED
CUR
CLEAR
LAM
-LAMINATED)
STRUCT
SUSP
STRUCTURE / STRUCTURAL
SUSPENDED
B. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK
FURNISHED BY THE CONTRACTOR. SUBSTITUTIONS MUST BE ACCEPTED
OPENINGS, CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS,
CMU
CONCRETE MASONRY UNIT
LAV
'LAVATORY
SW
SOUTHWEST
HALLWAYS, ACCESSIBLE ROUTS OR MEANS OF EGRESS FOR TENANT
IN WRITING BEFORE THEY MAY BE USED.
HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES AND ALL FIRE RATED
COL
COLUMN
LF
LINEAR FEET
SYMB
SYMBOL
OR BUILDING.
26.
THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE
WALLS WITH CORRESPONDING HOURLY RATING BY EITHER INSTALLING
CONC
CONCRETE
LH
LEFT HAND
SYS
SYSTEM
C. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUST -PROOF
ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT MATUIPMENT SPECIFIED. IF THE
SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: "l
CONSTR
CONT
CONSTRUCTION
CONTINUOUS
LHR
LL
LEFT HAND REVERSE
LIVE LOAD
PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS
CONTRACTOR, THE OWNER, THE OWNER'S E
HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS". NOTE:
IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET
CONTR
CONTRACTOR
LONG
:LONGITUDINAL
T
T
TREADS JTTLE
TREAD(S)
NECESSARY TO PREVENT INJURY, NOISE, DUST AND
SUBSTITUTES A MATERIAL, METHOD ATTACHMENT, REVISES A
ET ATTACHMENT, REVISE
CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN
CORR
CORRIDOR
LVL
LEVEL
T&B
TOP & BOTTOM
INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, AND TO
A
_ CONSTRUCTION DETAIL, OR IN ANY WAY ALTERS THE WORK SUCH THAT
HE
HEIGHT ON A CONTRASTING BACKGROUND.
CPT
CARPET-
LVT
LUXURY VINYL TILE
T&G
TONGUE &GROOVE
PREVENT DAMAGE TO ADJACENT CONSTRUCTION WHICH IS TO BE
IT NO LONGER CONFORMS TO THESE DOCUMENTS, WITHOUT THE
CT
CERAMIC TILE
T'STAT
THERMOSTAT
LEFT IN PLACE.
WRITTEN ACCEPTANCE OF THE ARCHITECT, SUCH ACTION WILL RELIEVE
CTR
CENTER
M
THE ARCHITECT OF ANY RESPONSIBILITY OR LIABILITY INCLUDING, BUT
CU FT
CUBIC FEET
MIN
METAL HALIDE
TB
TDB
TILE BASE
TO BE DETERMINED
6.
THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
NOT LIMITED TO, AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S)
MA
MAINTENANCE
TEL
TELEPHONE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
AND PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE.
D
MAS
S
MASONRY
TEMP
TEMPORARY/
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
D
DEPTH
MATL
MATERIAL
TEMPERATURE
AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
27
REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF N
DEL
DOUBLE
MAX
MAXIMUM
TERR
TERRAZZO
NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL
ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.
DEG
DEGREES
MECH
MECHANICAL
TG
TEMPERED GLAZING
PROVIDE PUBLIC PROTECTION, AS NECESSARY AND REQUIRED BY
28.
SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR
DEMO
DEMOLITION / DEMOLISH
MED
MEDIUM
THK
THICK
GOVERNING AGENCIES HAVING JURISDICTION, UNTIL CLIENT
INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED
DEPT
DEPARTMENT
MF77
-MEZZANINE
THRES
THRESHOLD
ACCEPTANCE OF THE PREMISES.
FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE
DF
DRINKING FOUNTAIN
MFR
..MANUFACTURER
THRU
THROUGH
CONTRACTOR.
DIAL
DIAGONAL
MIN
MINIMUM
TOC
TOP OF CONCRETE/ CURB
7.
THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE
DIAM
DIAMETER
MISC
MISCELLANEOUS
TOS
TOP OF STEEL
B
D MAINTENANCE OF ALL RACING, SNORING, ENCLOSURES,
PROVISION NBR
29.
REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF
DISP
DISPENSER
MO
MASONRY OPENING
TOW
TOP OF WALL
BARRIERS OR SCAFFOLDING REQUIRED PROVIDE A SAFE WORKING
OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE
DN
DOWN
MTG
MOUNTING
TRNSF
TRANSFORMER
j
ENVIRONMENT AS DICTATED BY SITE CONDITIONS AND THE PROGRESS
REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE
DR
DOOR(S)
MTL
METAL
TSG
TEMPERED SAFETY GLASS
OF WORK.
ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE
DTL
DETAIL
TYP
TYPICAL
8.
DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT LIGHTING,
DEVIATIONS AT THE TIME OF SUBMISSION.
DWG
DWR
DRAWING
DRAWER
N
N
U
i
FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY
30.
REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S
N/A
.NORTH
NOT APPLICABLE / NOT
UC
UNDERCUT
MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND
OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY FOR
E
AVAILABLE
UL
UNDERWRITER'S
OTHER GOVERNING ENTITY REQUIREMENTS. ALL EXISTING, SERVICES
ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD
E
EAST
NE
NORTHEAST
LABORATORY
AND DEVICES SHALL REMAIN ACTIVE, UNO.
MEASURE."
EA
EACH
NEC
NATIONAL ELECTRIC CODE
UNO
UNLESS NOTED
EF
EXHAUST FAN
NEG
NEGATIVE
OTHERWISE
9.
THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND
31.
CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS,
El
EXPANSION JOIN
NIC
NOT IN CONTRACT
UPS
UNINTERRUPTABLE POWER
THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, WINDOWS,
WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE
ELEC
ELECTRIC(CAL)
NO
NUMBER
SUPPLY
FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ELEVATORS, DOORS
CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE
ELEV
ELEVATION or ELEVATOR
NOM
NOMINAL
UR
URINAL
'
AND FRAMES, ELECTRICAL AND AIR-CONDITIONING EQUIPMENT. THE
ARCHITECT AND APPROVED, PRIOR TO EXECUTION.
EMERG
EMERGENCY
NRC
NOISE REDUCTION
USF
USABLE SQUARE FOOTAGE
CONTRACTOR SHALL PROTECT ADJOINING PROPERTY. DAMAGE CAUSED
ENCL
ENCLOSURE
COEFFICIENT
UTIL
UTILITY
BY THE CONTRACTOR'S WORK OR WORKMEN MUST BE MADE GOOD, IN A
32.
THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB
ENGR
ENGINEER
NIS
NOT TO SCALE
TIMELY FASHION. PATCHING AND REPLACEMENT OF DAMAGED WORK
SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY
ENTR
ENTRANCE
NW
NORTHWEST
V
SHALL BE PERFORMED AT THE COST OF THE CONTRACTOR. THE
WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE
EQ
EQUAL
V
VOLT / VENT
!
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL
ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH ARCHITECT'S
EQIP
EQUIPMENT
O
VAP RET
VAPOR RETARDER
SUB -CONTRACTORS. IF THE CONTRACTOR FAILS TO COMPLETE THE
REVIEW IS REQUIRED.
EW
EACH WAY
OC
ON CENTER
VAR
VARIES
REPAIRS IN A TIMELY FASHION, SAID REPAIRS WILL BE MADE BY A
EWC
ELECTRIC WATER COOLER
OCC
- OCCUPANCY J OCCUPANT
VB
VINYL BASE
CONTRACTOR SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK
33.
THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD COPY OF
EXH
EXHAUST
OFF
` OFFICE
VCT
VINYL COMPOSITION TILE
CHARGED ACCORDINGLY.
ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON WHICH TO
EXIST
EXISTING
OH
OVERHEAD
VENT
VENTILITATION
RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS TO THESE
EXP
EXPANSION
OPG
OPENING
VERT
VERTICAL
10.
THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE
ANY AND ALL CLAIMS
SHALL 8E PROVIDED FOR THE USE OF ALL TRADES, CLIENT
EXT
EXTERNAL or EXTERIOR
OPP
' OPPOSITE
VEST
VIF
VESTIBULE
VERIFY IN FIELD
LANDLORD, THE TENANT, AND ARCHITECT AGAINST
REPRESENTATIVES AND THE ARCHITECT, DURING ALL PHASES OF
-
OZ
OUNCE(S)
AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON,
CONSTRUCTION.
F
VOL
VOLUME
FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES (INCLUDING DEATH)
FC
FOOT CANDLES
P
VTR
VENT THROUGH ROOF
ARISING OUT OF, OR SUFFERED WHILE ENGAGED IN, OR CAUSED, IN
34.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE
FCO
FLOOR CLEAN OUT
# LB
POUND
VWC
VINYL WALL COVERING
i
WHOLE OR IN PART, BY THE EXECUTION OF THE WORK; THE
EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER SHALL
FD
FLOOR DRAIN
%
PERCENT
CONTRACTOR SHALL WELL AND TRULY DEFEND THE LANDLORD, TENANT
RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE
FE
FIRE EXTINGUISHER
PART
PARTIAL
W
AND ARCHITECT AND SHALL PAY ALL MONIES AWARDED FOR SUCH
PROMPT IDENTIFICATION, TESTING, TREATMENT, REMEDIATION AND
FEC
FIRE EXTINGUISHER
PASS
PASSAGE
W
WEST / WATT
DAMAGES OR INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING
STORAGE THE MOLD OR ASBESTOS REQUIRED BY LAW AND GOOD
CABINET
PED
:PEDESTAL
W/
WITH
ATTORNEY'S FEES SUSTAINED, AND SHALL OBTAIN A FULL
IT
CONSTRUCTION PRACTICES. THE ARCHITECT SHALL BEAR NO
FF
FINISH FLOOR
PERF
PERFORATED
W/O
WITHOUT
'
ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND
RESPONSIBILITY FOR WORK RELATED TO THESE MATERIALS,
FHC
FIRE HOSE CABINET
PERP
PERPENDICULAR
WB
WOOD BASE
'i
ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE
FIG
FIGURE
PL
PLATE or PROPERTY LINE
WC
WATER CLOSET (TOILET)
NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR
35.
ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC
FIN
FINISH
PLAM
'" PLASTIC LAMINATE
WD
WOOD (SOFT WOOD)
EMPLOYEES.
LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES
FIXT
FIXTURE
PLAS
: PLASTIC
WF
WIDE FLANGE (STEEL)
HAVING JURISDICTION AND COMPLYING WITH STATUTORY ,
FLEX
FLEXIBLE
PLYWD
PLYWOOD
WH
WATER HEATER
11.
THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE
REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION.
FLOUR
FLOURESCENT
POS
POSITIVE
WP
WATERPROOF
PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS OF
FLR
FLOOR
PR
PAIR
WPT
WORKING POINT
CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY
FOC
FACE OF CONCRETE
PREFAB
PREFABRICATED
WT
WEIGHT
SUB -CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE
FOM
FACE OF MASONRY
PROJ
.PROJECT or PROJECTED
WWF
WELDED WIRE FABRIC
PERFORMANCE OF THEIR CONTRACTS,
FOS
FACE OF STUD
PROP
PROPERTY OR PROPOSAL
FP
FIRE PROTECTIONS
PSF
POUNDS PER SQUARE
12,
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
FPL
FABRIC PANEL
FOOT
WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH
FRT
FIRE RETARDANT TREATED
PSI
POUNDS PER SQUARE INCH
..
MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE
FRTWD
FIRE RETARDANT TREATED
PT
PAINT
THEIR WORK. IT IS EXPECTED THAT THE GENERAL CONTRACTOR SHALL
WOOD
PIN
PARTITION
ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER
FT
FOOT / FEET
VENDORS RETAINED BY THE CLIENT TO ASSURE THAT ALL SCHEDULES
FURR
FURRING
Q
ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY.
FWC
FABRIC WALLCOVERING
QT
QUARRY TILE
QTY
QUANTITY
13.
EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING
G
DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE
GALV
GALVANIZED
R
FIELD. NEITHER THE OWNER NOR THE ARCHITECT IS RESPONSIBLE FOR
GC
GENERAL CONTRACTOR
R OR RAD
RADIUS
ACCURACY OF EXISTING INFORMATION. EXISTING CONSTRUCTION
GENT
GENERAL or GENERATOR
RB
RUBBER BASE
CONDITIONS IN AREAS WHERE NEW WORK IS NOT PLANNED MAY BE NOT
GFI J
GROUND FAULT
RBR
RUBBER
COMPLETELY SHOWN.
GFCI
INTERRUPTER
RCP
REFLECTED CEILING PLAN
GL
PTACLE
. 14.
ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE
GRD
GROUNDGLAZING
RECTA
RECTANGULAR
DEPARTMENT PRIOR TO START OF CONSTRUCTION.
GWB
GYPSUM WALL BOARD
REF
REFERENCE
GYP
GYPSUM
REINF
REINFORCING /
15.
ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE
REINFORCEMENT
RESPONSIBILITY OF THE CONTRACTOR, UNO.
16.
THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL
TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL
MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE
RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF THE
SAME IN CONNECTION WITH THIS CONTRACT.
17.
DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL
GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE
ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE
OF THE ARCHITECT.
18.
LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND
ELEVATIONS.
SYMBOLS
SHEET NUMBER
AO-0
SHEET NUMBER
SHEET GROUP
DISCIPLINE CODE
NORTH ARROW GRAPHIC SCALE
PLAN NORTH
NORTH
0 4'-0" 8'-0" 16'-0"
TRUE NORTH SCALE: 1/8" = V-0"
COLUMN SYMBOL & GRID LINES INTERIOR ELEVATION TAG
1� ELEVATION
X DESIGNATION
4 Aio-i 2
SHEET
v 3 NUMBER
/� DATUM POINT
Ilk
-71
VERTICAL ELEVATION SPOT ELEVATION
Level Name
LEVEL NAME Elevation
ELEVATION
MATCH LINE BREAK LINE
02 / Al-1 A
L� SHEET NUMBER
DETAIL NUMBER
BUILDING SECTION TAG
SECTION
7. DESIGNATION 11111111A,1
A8-1
SHEET NUMBER
WALL SECTION TAG
SECTION
DESIGNATION
A8-1
SHEET NUMBER
DETAIL SECTION TAG
SECTION
DESIGNATION
Ai -1
SHEET NUMBER
EXTERIOR ELEVATION TAG
SECTION
DESIGNATION
SHEET NUMBER
PARTIAL PLAN & DETAIL TAG
PLAN OR DETAIL
1 SIM DESIGNATION
A6- SIMILAR DETAIL
L J
SHEET NUMBER
DRAWING TITLE
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
`20JT Ci Dik, CT0RY,
Tenant/Building Owner:
BECU
Attn: JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
/ TITLE
1 VIEW NAME
CENTERLINE LEADERS
Al-1 le: 1/8" = V-0"
NOTE & KEYNOTE
LEADER
-- SCALE
CL[EN 1
AREA & EQUIPMENT DETAIL NUMBER
TAG LEADER SHEET NUMBER _
rium
ROOM NAME AND NUMBER TAG PARTITION TAG
ROOM NAME +42 HEIGHT MARK
101 2 (PARTIAL HEIGHT
PARTITION ONLY)
FURNITURE TAG
3A
�® FURNITURE TAG
I
EQUIPMENT TAG WINDOW TYPE TAG
EQUIPMENT TAG T 7, (
KEYNOTE DRAWING REVISIONS
TAG NUMBER REVISION NUMBER
1
REVISION DELTA
ALIGNMENT
NEW CONSTRUCTION TO
ALIGN OR FLUSH WITH
EXISTING CONSTRUCTION
087ECT STATE
(E)
EXISTING TO REMAIN
(X)
EXISTING TO BE REMOVED (DEMO / RELOCATION)
(R)
RELOCATED
(N) NEW
DOORS
EXISTING DOOR TO REMAIN
101 ll NEW / RELOCATED / MODIFIED DOOR
/ II
d I EXISTING DOOR TO BE REMOVED
WALL TYPE LEGEND
NOT IN CONTRACT (NIC)
EXISTING PARTITION TO REMAIN
NEW FULL HEIGHT PARTITION
PARTIAL HEIGHT WALL
_ _ _ = EXISTING PARTITION TO BE REMOVED
- - - - OVERHEAD SOFFIT/UPPER CABINET
DEMOUNTABLE PARTITION
EXISTING GLAZING
NEW GLAZING
EXISTING GLAZING TO BE REMOVED
FIRE EXTINGUISHER
SR-FE SEMI RECESSED CABINET
FR-FE
- FULLY RECESSED CABINET
FE
WALL MOUNTED (W/0 CABINET)
PLUMBING FIXTURES
9
TOILET
IQ
URINAL
®
SINK -
COUNTER
MOUNTED
SINK- WALL
MOUNTED
l� J
® MOP -
UTILITY SINK
SHOWER
am WABI-E
VEL WATERR
COOLER
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
P.RoJEGT
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149 &
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
I REVIEWED F(JR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
MOf
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
GENERAL NOTES,
ABBREVIATIONS &
SYMBOLS
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
AID-2
SIGNAGE TO COMPLY WITH APPLICABLE X1 = 2°-25" 4B" 606,°,", 6°" 48"
X2 = 20' MAX 25"
ACCESSIBILITY CODE ' - r - - - : - - -
N Em LSO
DASHED LINES MAX / \ I I z I x —' Nelco Architecture, Inc.
1. TACTILE SIGN - MFR: "COMPLIANCE SIGNS" - MODEL: RRE-655_WHITE _ON_CHARCOALGRAY - WHITE TEXT ON — INDICATE ITEMS THAT X
CHARCOAL GRAY BACKGROUND OR EQUAL. MATCH B/S UNO. ARE WITHIN REACH IR
2. RAISED LETTERS TO BE SANS SERIF, UPPER CASE FONT, 5/8" MINIMUM, 2" MAXIMUM HEIGHT, RAISED I/32"MINIMUMABOVE BACKGROUND. % I ( °'
3. GRADE 2 BRAILLE DOS SPACED 1/10" ON CENTER IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS, RAISED 1/32" o �- �' o --- NOTE: X = 12" IF DOOR HAS BOTH
MINIMUM ABOVE THE BACKGROUND. 60' 36" A CLOSER AND A LATCH
4. INSTALL TACTILE SIGN ON STRIKE SIDE OF DOOR, POSITION EDGE OF SIGN 2" FROM EDGE OF DOOR FRAME. UNOBSTRUCTED FORWARD REACH MIN 12 MIN 12"
EXCEPTION DOUBLE DOORS LOCATE ON RIGHT SIDE. MIN MIN 54"}�� 1200 Fifth Ave., Suite 1300
CIRCULAR T-SHAPED _ _ _ _e Seattle, WA 98101
2�� 10" 30" 24" 30" i i � — MIN — � � — MIN — �
Phone: (206) 408-8500
z 6'* 6" 6" MAX MIN11
30" 24° 6060" �c 24" 48" 24" = zl ( z I I _ z WWW.NELSONWORLDWIDE.COMrcrorv:
a E MAX MIN I MAX MIN MAX EI I IPROJFCT
MIN BECU
X D Tenant/Building Owner:
( I D — '�— Attn:JOIE MISSIAEN
-v I — — —
EXIT OR TO EXIT EXIT ROUTE - I z - z Tel: 206.81.5.5131
Email: JOIE.MISSIAEN@BECU.com
Z
o a E �I I L J I I—----- 1 Architect
o FINISH
A B `" C " FLOOR
TACTILE SIGNAGE
Scale: 1 1/2" = V-0"
SIGNAGE TO COMPLY WITH APPLICABLE
ACCESSIBILITY CODE
A. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR
SPACE POSTED IN A CONSPICUOUS SPACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR
SPACE. THE SIGN SHALL BE IN WHITE LETTERS i-INCH HEIGHT ON DARK BACKGROUND. (BLUE, BROWN OR BLACK)
FOLLOW B/S UNO,
B. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M, S, AND IN
PLACES OF RELIGIOUS WORKSHIP, THE MAIN DOOR OR DOORS ARE PERMITTED TO BE EQUIPMENT WITH KEY
OPERATING LOCKING DEVICE FROM THE EGRESS SIDE PROVIDED:
1. THE LOCKING DEVICE IS READILY DISTINGUISED AS LOCKED.
2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING:
THIS DOOR TO REMAIN UNLOCK DURING BUSINESS HOURS.
3. THE SIGN SHALL BE IN LETTER 1-INCH HEIGHT ON A CONTRASTING BACKGROUND. FOLLOW B/S UNO.
MAXIMUN
OCCUPANCY THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS
282 PERSONS Lx-
Z_
A
OBSTRUCTED HIGH SIDE REACH
30"
I �
r — —p
I
1
I_ —
SIDE APPROACH
48"
(o
— IM
FORWARD REACH
SHELF & POLE
CLEAR FLOOR AREA
SHELVING
X = 21" MAX
z
Z M �
v f
II ]
36" 48" 36"
42" �XT <48" 42" '�� MIN MIN
MIN MIN
�3 WHEEL CHAIR CLEARANCE TURNING SPACE REQUIRED
Scale: 1/4" = 1'-0"
1 1/2" 1 1/2"
30' MAX MAX
Mi0
RAD 1/2" RAD 1/2" RAD 1/2" RAD 1/2"
MAX, TYP MAX MAX MAX
i
u, CURVED —'� BEVELED
�O
u v
E, o � a
Z x W
z a = (A) VERTICAL NOSING (B) ANGLED NOSING (C) CURVED NOSING (D) BEVELED NOSING
r
I I I I NELSON WORLDWIDE
Attn: KATIE MATHWEG
y Tel: 206.408.8537
E— Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
X I 24" Tel:206.408.8535
Email: LHOFFMAN@NelsonWW.com
NOTE: X = 36" MIN IF Y = 60"; NOTE: Y = 48" MN;
X = 42" IF Y = 54" MIN Y = 54" MIN IF DOOR HAS CLOSER
I I I I
I I I I
z4" I
NOTE: Y = 48' MIN;IF DOOR HAS CLOSER
5 OCCUPANCY SIGNAGE �� REACH RANGE / 1 USABLE TREAD AND NOSING DOOR CLEARANCES BECU
AN3 Scale: 1 1/2" = V-0" AN-3 Scale: 1/4" = V-0" AN-3 Scale: 3/4" = P-0" �-3 Scale: 1/4" = 1-0" 12770 GATEWAY DRIVE S.
TUKWILA WA 98168
FIRE ALARM, AUDIBLE/VISIBLE STROBE,
8" 6" SPEAKER (AS APPLICABLE)
/
9 DEVICE MOUNTING HEIGHT
3 Scale: 1/2" = 1' 0"
NMI
DEVICES MOUNTED IN
OPPOSITE SIDES OF WALL
SHALL NOT SHARE THE SAME
STUD CAVITY
i I
I I
I I
I I
• 3 I I 3 ¢
O 11 0 0
6 i I C n
II
I I
II
_ I _
I 1
I I
Q I 1 Q ip
Q i i Q
I I
I I
13 DEVICE ELEVATION DEl
\-3 Scale: 1/2" = 1'-0'
DENTIFICATION FOR ROOM NUMBERS,
'OILET ROOMS
"STAT (DO NOT LOCATE DIRECTLY ABOVE
)IMMERS), LIGHT SWITCH, DIMMERS,
GRESS BUTTON, CARD READER, (ETC)
ISE GANG TYPE COVER PLATES FOR MORE
'HAN ONE DEVICE OF THE SAME TYPE
'OWER & TELEPHONE RECEPTACLES
GANG TYPE COVER PLATES FOR MORE
'HAN ONE DEVICE OF THE SAME TYPE)
'INISHED FLOOR
o MIN — MIN —
r3
!2 1
BOTTOM LANDING RAMP RUN LANDING ERAMIWHEN NO DOOR SWINGS ONTO LANDING —�0 'Cti6p
RI
60"
MIN
LANDING z
n E
RAMP RUN
/ 2" MIN
/ 1 1/4" T0. 2" NOMINAL DIA
z o�
M � J O
LL
0 =
O .z..
az
Off"
4"-6 1/4" PERIMETER
2•,
2"
MAX
HANDRAIL NON -CIRCULAR CROSS SECTION
FIRE
EXTINGUISHER
CABINET
* NO LIMITS AT RECESSED CABINET
I1 HANDRAIL DETAILS 12 ACCESSIBLE HEIGHTS
AN-3 Scale: T = I' ly" AN-3 Scale: 3/8" = V-0"
E
ALL CHANGES IN FLOOR LEVELS
SHELL COMPLY WITH ICC
A117.1-2009 SECTION 303.
FIRE ALARM
STROBEEACH RAMP AND RUN VARY �lN ��,/ I— TOP PLATFORM O
'L 2
THERMOSTAT O�ti
i
I LIGHT SWITCH/CARD READER
3� INTERMEDIATE EXTENSION AT TOP OF RUN
LEVEL PLATFORM T T
m NOTE:
I.— EDGE OF FRAME OR END OF INTERMEDIATE T = TREAD DEPTH
DOOR IN OPEN POSITION TURNING PLATFORM 1
12 v,
. Dm I IRFO EXTENSION AT BOTTOM OF RUN
❑
MIN (A) STAIR HANDRAIL � M
M X
I Py NOTE: MORE THAN 1/2" REQUIRES
�o�l�yo (B) TOP AND BOTTOM HANDRAIL EXTENSION 1:12 RAMP SLOPE
AIL 14 ACCESSIBILITY DETAILS FOR RAMPS 15 HANDRAILS AT RAMPS 16 THRESHOLDS MAX HEIGHT CHANGE 9—
AN-3 Scale: 1/4" = V-0" AN-3 Scale: 3/8" = 1'-0" 3 Scale: V = V-0"
WHEN NO DOOR SWINGS ONTO LANDINGNOTE 1WHEN DOOR SWINGS ONTO LANDING42" MIN PLUS DOOR WIDTHNOTE 2
MAXIMUM HORIZONTAL DISTANCE OF k
, 12"
MI c.
I MIN I
CLIcfJ7':
,c:FcT,
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149 &
4" MAX. TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
n-TAIV�j%G.
CT
CITY STAIVR-
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
ACCESSIBILITY
DETAILS
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: OF
Aid-3
- -- ------
- ----- -
NELSOK
------------ ---------------Q________----_ _ -- DEMOLITION GENERAL NOTE
--� I "—j-�r 1. REFER TO GENERAL NOTES SHEETAN-2. NeICO Architecture, Inc.
El
I I
I I (
I I
II \ II I I
-U I I
II II
2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW
WORK.
3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING
REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL
CUTTING AND REMOVALS SHALL BE DONE NEATLY.
4. FOR ALL AREAS TO BE DEMOLISHED, REMOVE ALL ATTACHMENTS, FASTENERS,
SCRAPE SURFACES SMOOTH, FILL HOLES AND PATCH TO PREP FOR NEW WORK
ACCORDING TO SPECS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING
CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION,
AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY
CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVAL OF
OTHER TRADES, REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE.
6. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR TO REPLACE ANY
BLINDS/DRAPES DAMAGED DURING DEMOLITION/CONSTRUCTION.
7. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE
II
RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF
z
P II
' I
DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION,
\ II
I
CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION
o
11
I
AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO
ITEMS) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO
II
I I
ADDITIONAL COST TO THE OWNER.
8. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL
BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE
w\
J
I I
LEFT BROOM CLEAN AT THE COMPLETION OF THE REMOVALS.
j
I I
9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE
BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION.
a I I 10. REMOVE ALL EXISTING LOW VOLTAGE CABLING THROUGHOUT, PLUS
C. II I I MISCELLANEOUS EQUIPMENT (INCLUDING SECURITY SYSTEM).
11. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES
¢� 003 ( / �)I ppq / �' I THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, UNO.
r — .�� o I-i= `_ 12. REMOVE ALL EXISTING MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN
@ I_ C (I FE-R FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES,
(� \ 001 I I Ir 001 003 ( RESILIENT FLOOR COVERINGS, CARPET PAD, FLASH PATCH, ADHESIVES,
CONCRETE FILL, PLYWOOD, ETC.
— I I 13. EXISTING CEILING GRID TO REMAIN, UNO. MODIFY TO ACCOMMODATE NEW
' UP I L (l (l (Jl UP
PARTITIONS.
— —
0 I I I i 14. REMOVE ALL EXISTING INTERIOR SIGNAGE THROUGHOUT AREA OF WORK.
15. NO STRUCTURAL ELEMENTS SHALL BE REMOVED.
B l 006 i ( 16. X-RAY P.T. SLABS BEFORE CORE DRILLING OR CUTTING.
~ I ( 17. ANY AREAS DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE
REPAIRED TO ORIGINAL CONDITION.
Inr\�, FT\v I i 18. SMOOTH AND PREPARE SURFACES FOR NEW FINISH WHERE DEMOLITION
19. CONTRACTOR TO PROVIDE TEMPORARY PARTITIONS TO COMPLY WITH EGRESS
R REQUIREMENTS DURING CONSTRUCTION, TEMPORARY PARTITIONS TO BE FIRE
Y C1 o I RATED WHERE REQUIRED.
a
S I I DEMOLITION LEGEND
086
EXISTING CONSTRUCTION TO REMAIN
EXISTING PARTITION ION TO BE REMOVED
{ — — — — EXISTING GLAZING TO BE REMOVED
� ! ( q \ EXISTING DOOR TO BE REMOVED.
? rr = _ I L I ! e (R=RELOCATED)
\\ /� l) i ( - _ _ _ - EXISTING CASEWORK TO BE REMOVED
II II II I
`\ ii ii ii I i DEMOLITION KEYNOTES
001 VERIFY HEIGHT OF FIRE EXTINGUISHER CABINET. REMOVE & SALVAGE
NON -COMPLIANT CABINETS. KEEP FOR RELOCATION/REINSTALLATION.
1DW -- -- I I
002 NOT USED ON THIS SHEET,
v r =— a -- -- ( I 003 REMOVE ALL EXISTING WOOD HANDRAILS AT STAIRS.
w II (J �'T II II __ i / ( I 004 REMOVE PARTITIONS AS SHOWN. CONFIRM WITH GENERAL CONTRACTOR
II 006 006 II II ( ( AND STRUCTURAL ENGINEER.
(I II II I ( 005 REMOVE ALL FLOORING THROUGHOUT SUITE AND PREP FOR NEW FINISH.
_ 003 I 006 REMOVE ALL EXISTING FINISHES, FIXTURES, PARTITION PANELS, AND
w a I J J) _ I I ACCESSORIES.
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a NORTH
1 DEMOLITION PLAN - 1ST FLOOR
AO-1.
N Scale: 1J8" = i'-0"
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'a
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W WW.NELSONWORLD WIDE.COM
rr<o�ecrni;:ecror, v,
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206,815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn:LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
sac
10194
RE
ARC G/ RED
SIA1Tc Of SE
SI*N
STMIP
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
FIRST FLOOR
DEMOLITION PLAN
Proj. #: 19.0003305,001 Reviewed By: LH/NG
Drawn By: OF
AO-1
DEMOLITION GENERAL NOTE
CAP
\ OPEN TO BEL0 /
M'
/ II
I I
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I I
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I I
II II II -----
II II II I I
II II II I I
II II II I I
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005
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005
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NORTH
1 DEMOLITION PLAN - 2ND FLOOR
AO-2 Scale: 1/8" = V-0"
1. REFER TO GENERAL NOTES SHEET AN-2.
2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW
WORK.
3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING
REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL
CUTTING AND REMOVALS SHALL BE DONE NEATLY.
4. FOR ALL AREAS TO BE DEMOLISHED, REMOVE ALL ATTACHMENTS, FASTENERS,
SCRAPE SURFACES SMOOTH, FILL HOLES AND PATCH TO PREP FOR NEW WORK
ACCORDING TO SPECS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING
CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION,
AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY
CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVAL OF
OTHER TRADES. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE.
6. PROTECT EXISTING WINDOW TREATMENTS, CONTRACTOR TO REPLACE ANY
BLINDS/DRAPES DAMAGED DURING DEMOLITION/CONSTRUCTION.
7. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE
RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF
DEFECTS, FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION,
CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION
AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL, ANY DAMAGE TO
ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
8. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL
BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE
LEFT BROOM CLEAN AT THE COMPLETION OF THE REMOVALS.
9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE
BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION.
10. REMOVE ALL EXISTING LOW VOLTAGE CABLING THROUGHOUT, PLUS
MISCELLANEOUS EQUIPMENT (INCLUDING SECURITY SYSTEM).
11. SALVAGE FIRE ALARM DEVICES, DOT SIGNS, LIGHTING AND HVAC DEVICES
THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, UNO.
12. REMOVE ALL EXISTING MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN
FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES,
RESILIENT FLOOR COVERINGS, CARPET PAD, FLASH PATCH, ADHESIVES,
CONCRETE FILL, PLYWOOD, ETC.
13. EXISTING CEILING GRID TO REMAIN, UNO. MODIFY TO ACCOMMODATE NEW
PARTITIONS.
14. REMOVE ALL EXISTING INTERIOR SIGNAGE THROUGHOUT AREA OF WORK.
15. NO STRUCTURAL ELEMENTS SHALL BE REMOVED.
16. X-RAY P.T. SLABS BEFORE CORE DRILLING OR CUTTING.
17. ANY AREAS DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE
REPAIRED TO ORIGINAL CONDITION.
18, SMOOTH AND PREPARE SURFACES FOR NEW FINISH WHERE DEMOLITION
OCCURS.
19, CONTRACTOR TO PROVIDE TEMPORARY PARTITIONS TO COMPLY WITH EGRESS
REQUIREMENTS DURING CONSTRUCTION. TEMPORARY PARTITIONS TO BE FIRE
RATED WHERE REQUIRED.
20. REMOVE ALL CASEWORK THROUGH CONTRACTED AREA, REGARDLESS IF IT IS
SHOWN ON THE PLAN.
1
EXISTING CONSTRUCTION TO REMAIN
EXISTING PARTITION TO BE REMOVED
- - - - - EXISTING GLAZING TO BE REMOVED
I' \ EXISTING DOOR TO BE REMOVED.
(R=RELOCATED)
F- -1 EXISTING CASEWORK TO BE REMOVED
I— — — —-J
DEMOLITION KEYNOTES
001 VERIFY HEIGHT OF FIRE EXTINGUISHER CABINET. REMOVE & SALVAGE
NON -COMPLIANT CABINETS. KEEP, FOR RELOCATION/REINSTALLATION.
002 REMOVE EXISTING DRINKING FOUNTAIN.
003 REMOVE ALL EXISTING WOOD HANDRAILS AT STAIRS.
004 NOT USED ON THIS SHEET.
005 REMOVE ALL FLOORING THROUGHOUT SUITE AND PREP FOR NEW FINISH.
006 REMOVE ALL EXISTING FINISHES, FIXTURES, PARTITION PANELS, AND
ACCESSORIES.
a
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NEL.SONWORLDWIDE.COM
PRO.+ECT' DIRECTORY.
Tenant/Building owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMTTHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NeisonWW.com
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
CLIENT
PRO ECT
BECU
BUILDING 9
TENANT IMPROVEMENT;
13035 GATEWAY DRIVES., SUITES 149
TUKWILA,WA98168 --- _ ___---
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
SE"P.L.
CITY STAMP
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PEPNNT CENTER
SECOND FLOOR
DEMOLITION PLAN
Proj. #: 19,0003305.001 Reviewed By: LH/NG
Drawn By: CF
AO-2
CONSTRUCTION NOTES:
I
o I I H
® i V)
e
I
OPEN I I
WORK AREA
119 I �
103
(
NORTH
1 CONSTRUCTION PLAN - 1ST FLOOR /71
Scale: 118" = 1'4'
1. REFER TO GENERAL NOTES SHEET AN-2.
2. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT
TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
3. ALL WORK SHALL BE ERECTED AN INSTALLED PLUMB, LEVEL, SQUARE AND
TRUE AND IN PROPER ALIGNMENT, UNO.
4. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, UNO. DIMENSIONS NOTED
"HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE
THAN t1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN"
MEANS TO ACCURATELY LOCATED FINISHED FACES IN THE SAME PLANE.
DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE
MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED t MEAN A
VARIANCE NOT GREATER THAN i INCH, VERIFY DIMENSIONS EXCEEDING
TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR
WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, UNO.
S. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS
TO REMAIN ARE TO BE PATCHED. AND REPAIRED TO MATCH ADJACENT
SURFACES.
6. ALL DOORS, FRAMES AND HARDWARE TO BE UPDATED TO NEW BUILDING
STANDARD. ALL HARDWARE TO BE ADA/CODE COMPLIANT.
7. ALL GLASS SHALL BE CLEAR TEMPERED U.N.O. GLAZING TONG MARKS SHALL
NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY.
8. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL
ACCOMMODATE PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS
SPECIFIED BY THE MANUFACTURER.
9. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND
COLUMNS, TO 6" (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING
HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT.
10. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE
COLUMN, U.N.O. ..
11. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH
WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO
MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT
REQUIRE A LEVEL 5 FINISH, U.N.O.
12. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM.
13. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS.
14. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND
FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE,
SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING
INDICATED.
15. ACOUSTICAL (SOUND -ISOLATION) PARTITIONS SHALL BE SEALED FOR FULL
HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALL
GYPSUM WALLBOARD JOINTS AND FASTENERS (INCLUDING ABOVE SUSPENDED
CEILING). CAULK AT PERIMETER AND SEAL AT ALL PENETRATIONS.
16. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR
SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC.
ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE
BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE
BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS,
THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR
WALL -MOUNTED MARKERBOARO, MONITORS & PROJECTION SCREENS;
PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS.
17. ALL HINGED DOORS TO BE 6" FROM NEAREST PERPENDICULAR PARTITION,
U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL
DOORS SHALL HAVE V-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND V-0
CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A
CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING
OUT PARTITIONS.
18. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO
BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS
OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR
SLAB OR FINISHED FLOOR THICKNESS.
19. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL
STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO
PROVIDE DOUBLE STUDS.
20. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAGE
(MINIMUM) @ 16" O.C. (MAXIMUM). REFER TO THE FINISH PLANS FOR TILE
LOCATIONS,
21. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" O.C. AT DROP
ARCHES/BULKHEADS.
22, GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING
ROUGH -IN (E.G. BATHROOMS, PANTRY, JANITOR'S CLOSET, WET COLUMNS)
SHALL BE WATER-RESISTANT.
23. ALL OPENING OVER 2'4' IN LENGTH TO BE FRAMED WITH DOUBLE STUDS.
FOLLOW STUD SCHEDULE ON PARTITION SHEET A9-2.
CONSTRUCTION LEGEND
NEW PARTITION;
SA ALL NEW PARTITIONS TO BE 1B, UNO.
SEE SHEET A9-2.
o NEW PARTIAL HEIGHT PARTITION:
TO BE ±48" AFF
o EXISTING PARTIAL HEIGHT PARTITION
NEW DOOR;
Q DOOR TYPE, SEE SHEET A9-1
NEW CASEWORK;
CASEWORK DETAILS, SEE SHEET A8-1
® CONSTRUCTION KEYNOTES
101 INSTALL NEW ADA COMPLIANT FIXTURES AND ACCESSORIES.SEE SHEET
A6-0 FOR COMPLIANT PLACEMENT OF ACCESSORIES AND FIXTURES.
102 INSTALL NEW FLOORING THROUGHOUT SUITE,
103 NEW HANDRAILS TO BE INSTALLED. SEE SHEET AN-3 FOR DETAILS.
104 INSTALL ALL NEW INTERIOR SIGNAGE TO MEET ADA COMPLIANCE.
TENANT TO SUPPLY DIRECTORY. COORDINATE WITH TENANT.
105 RELOCATE FIRE EXTINGUISHER CABINET AND INSTALL TO MEET ADA CODE
COMPLIANCE.
106 INSTALL NEW HIGH -LOW ADA COMPLIANT DRINKING FOUNTAIN WITH
BOTTLE FILLER.
107 PROVIDE PLUMBING ROUGH -INS FOR COFFEE MAKER AND/OR WATER/ICE
DISPENSER
108 PROVIDE MINIMUM DIMENSION FOR ACCESS/ SERVICE OF EXISTING
ELECTRICAL TRANSFORMER.
109 FILL IN WALL TO STRUCTURE TO BE TYPE AS SHOWN. SEE SHEET A9-2 FOR
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
P7C.lFCi DIRF_'CTORY:
Tenant/Building Owner:
BECU
Attn: JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NeisonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
C_'FNI
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City Of Tukwila
BUILDING DIVISION
SEAL
HARE
S}g1F OF tq
CIT`. i7 ^p.
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
FIRST FLOOR
CONSTRUCTION PLAN
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
Ai-1
NELSON
JT----- CONSTRUCTION (VOTES: Nelco Architecture, Inc.
I I
i I
i I
i (
'
I i
CONFERENCE
205 I I
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OPEN
WORK AREA
202
102
OFFICE
204
AS-i 6
105
IDF MDF
206
CONFERENCE
7
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5'----ir-i—
4-4',_
103
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06
W
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HALLWAY 1R
104 104 201
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211 212
209
(\ 210 '
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207
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213
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OPEN TO BELOW.3A0
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/ \ 3A
\ 1 DN STAIRS
/ 216
ORTH
I CONSTRUCTION PLAN - 2ND FLOOR MU IarN N`C_I/
Ai-2 Scale: 1/8" = V-0"
1. REFER TO GENERAL NOTES SHEET AN-2.
2. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT
TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
3. ALL WORK SHALL BE ERECTED AN INSTALLED PLUMB, LEVEL, SQUARE AND
TRUE AND IN PROPER ALIGNMENT, UNO.
4. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, UNO. DIMENSIONS NOTED
"HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE
THAN fI/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN" 1200 Fifth Ave., Suite 1300
MEANS TO ACCURATELY LOCATED FINISHED FACES IN THE SAME PLANE. Seattle
DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE Phone: 2, 01
, WA 9811
MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED t MEAN A ( ) 408-8500
VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING WWW.NELSONWORLDWIDE.COM
TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR PnoacT orrec rorty,
WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, UNO. Tenant/Building Owner:
S. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS BECU
TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT Attn: JOIE MISSIAEN
SURFACES. Tel: 206.815.5131
6. ALL DOORS, FRAMES AND HARDWARE TO BE UPDATED TO NEW BUILDING Email: JOIE.MISSIAEN@BECU.com
STANDARD. ALL HARDWARE TO BE ADA/CODE COMPLIANT.
7. ALL GLASS SHALL BE CLEAR TEMPERED U.N.O. GLAZING TONG MARKS SHALL Architect:
NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. NELSON WORLDWIDE
Attn: KATIE MATHWEG
8. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL Tel: 206.408.8537
ACCOMMODATE PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS Email: KMATHWEG@NelsonWW.com
SPECIFIED BY THE MANUFACTURER. Attn: LAUREN HOFFMAN
9. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND Tel: 206.408.8535
COLUMNS, TO 6" (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING Email: LHOFFMAN@NelsonWW.com
HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT.
10. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE
COLUMN, U.N.O.
11. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH
WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO
MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT
REQUIRE A LEVEL 5 FINISH, U.N.O.
12. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM.
13. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS.
14. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND
FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE,
SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING
INDICATED.
15. ACOUSTICAL (SOUND -ISOLATION) PARTITIONS SHALL BE SEALED FOR FULL
HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALL
GYPSUM WALLBOARD JOINTS AND FASTENERS (INCLUDING ABOVE SUSPENDED
CEILING). CAULK AT PERIMETER AND SEAL AT ALL PENETRATIONS.
16. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR
SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC.
ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE
BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE
BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXITING PARTITIONS,
THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR
WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; CL,E.NT:
PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS.
17. ALL HINGED DOORS TO BE 6" FROM NEAREST PERPENDICULAR PARTITION,
U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL
DOORS SHALL HAVE V-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND V-0 0
CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A BECU
CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING 12770 GATEWAY DRIVE S.
OUT PARTITIONS. TUKWILA, WA 98168
18. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO
BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS F=izo.;ecr
OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR BECU
SLAB OR FINISHED FLOOR THICKNESS.
19. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL BUILDING 9
STUDS IN STUDS.
PROVIDE DOUR E STING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO TENANT IMPROVEMENT
20. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAGE 13035 GATEWAY DRIVE S., SUITES 149
(MINIMUM) @ 16" O.C. (MAXIMUM). REFER TO THE FINISH PLANS FOR TILE TUKWILA,WA 98168
LOCATIONS. Description: No: Date:
21. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" O.C. AT DROP PERMIT SET 12/20/19
ARCHES/BULKHEADS.
22. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING
ROUGH -IN (E.G. BATHROOMS, PANTRY, JANITOR'S CLOSET, WET COLUMNS)
SHALL BE WATER-RESISTANT.
23. ALL OPENING OVER T-0" IN LENGTH TO BE FRAMED WITH DOUBLE STUDS.
FOLLOW STUD SCHEDULE ON PARTITION SHEET A9-2.
[REVIEWED FOR
E COMPLIANCE
APPROVED
CONSTRUCTION LEGEND JAN22 20210NEW PARTITION;
ALL NEW PARTITIONS TO BE 1B, UNO. ity of Tukwila
SEE SHEETA9=2. DING DIVISION
o EXISTING PARTIAL HEIGHT PARTITION
SEAL:
NEW DOOR;
DOOR TYPE, SEE SHEETA9-i ei1e194
\1 RE STEREO
AR TEGT
NEW CASEWORK; ADAM
iii-%- �,� CASEWORK DETAILS, SEE SHEET A8-1 STATE OF WASH TON
® CONSTRUCTION KEYNOTES
RECEIVED
101 INSTALL NEW ADA COMPLIANT FIXTURES AND ACCESSORIES.SEE SHEET CITY OF TU KWILA
A6-0 FOR COMPLIANT PLACEMENT OF ACCESSORIES AND FIXTURES.
102 INSTALL NEW FLOORING THROUGHOUT SUITE. DEC 2 0 2019
103 NEW HANDRAILS TO INSTALLED. SEE SHEET AN-3 FOR DETAILS. PERMIT CENTER
104 INSTALL ALL NEW INTERIOR SIGNAGE TO MEET ADA COMPLIANCE.
TENANT TO SUPPLY DIRECTORY.
105 RELOCATED FIRE EXTINGUISHER CABINET AND INSTALL TO MEET ADA SECOND FLOOR
CODE COMPLIANCE.
106 INSTALL NEW HIGH -LOW ADA COMPLIANT DRINKING FOUNTAIN WITH CONSTRUCTION PLAN
BOTTLE FILLER.
107 PROVIDE PLUMBING ROUGH -INS FOR COFFEE MAKER AND/OR WATER/ICE DISPENSER proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
-V' Al-2
A2-1 Scale: 1/8" = V-0"
CEILING GENERAL NOTES:
1. REFER GENERAL NOTES SHEET AN-2.
2 THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING
HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS.
REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND
ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON
DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE
COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF
DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND
THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING
BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK.
3. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION, ALL
JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED
SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE
TO BE CLEANED OR REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS
FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST TILE NOT
IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR
DAMAGED UNITS.
4. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE
FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING
HEIGHTS ABOVE FINISHED FLOOR.
5. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL
ELEMENTS, CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES
NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED.
INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE
TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK,
PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND
OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE
ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE
COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW.
6. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN
ONE COVER PLATE U.N.O.
7. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR
CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE
CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH
ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. .
8. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND
SEISMIC BRACING.
9. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER
LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING
OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN
AND AS NEW.
10. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED
EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS
RECOMMENDED BY FIXTURE MANUFACTURER.
11. CONTRACTOR TO VERIFY ALL PENDANT FIXTURE HEIGHTS WITH ARCHITECT
PRIOR TO INSTALLATION.
12. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED
TO FACILITATE PLENUM SYSTEMS INSTALLATION.
13, PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM
MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND
EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS
- ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN
GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL.
14. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND
COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND
COLUMNS.
15. CENTER CEILING GRID OR TILE IN ROOM OR AREA IN TWO DIRECTIONS AS
SHOWN ON PLAN, TYPICAL U.O.N. SPEC PROVIDED BY TENANT.
16. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO
MATCH BUILDING STANDARD.
17, ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD.
I& REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING
AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT
LIMITED TO LAMPS, BALLASTS, AND LENSES.
19. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN SIMILAR
FIXTURE TYPES.
20. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC.
(UL) LABELED.
21. PROVIDE OCCUPANCY SENSOR CONTROLS AS CODE REQUIRES.
22. REMOVE AND PALLETIZE 30% OF EXISTING ACT TO ACCOMMODATE NEW
CONSTRUCTION. RE -INSTALL SAVED MATERIAL WHERE POSSIBLE. ASSUME
20% REPLACE OF ALL EXISTING CEILING TILE WITH NEW. ACT SCOPE SHALL
INCLUDE REGROUPING OF ACT TO CONCEAL OLD/NEW.
® CEILING KEYNOTES
201 NEW CEILING GRID STARTING POINT.
202 PROVIDE NEW HEADER TO MATCH UNDERSIDE OF DOOR FRAME HEIGHT.
LIGHTING CALCULATION
USING SPACE BY SPACE METHOD, ALLOWED WATTAGE IS 13,043 WATTS. PROPOSED
WATTAGE IS 7,418 WATTS. PROPOSED WATTAGE IS LESS THAN ALLOWABLE
WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER ALLOWANCE SECTION C405.
PROJECT COMPLIES. REFER TO WSEC FORM SUBMITTED WITH PERMIT SET FOR
SPACE BY SPACE BREAKDOWN.
REFLECTED CEILING LEGEND
TI NEW 2X2 ACOUSTICAL EXISTING GWB TO
CEILING TILE SYSTEM @ REMAIN
T 8'-6" AFF
6
NEW WALL WASHER
�� NEW GWB CEILING @
LIGHT FIXTURE
8'-4" AFF
NEW 2X2 LIGHT
r—
NEW 2X2 EMERGENCY
�J
FIXTURES
LIGHT FIXTURES
O
LED DOWNLIGHT
O
NEW EMERGENCY LED
X
FIXTURE (N=NEW,
N
DOWNLIGHT FIXTURE
U=UPGRADED)
Oo
NEW PENDANT LIGHT
O
NEW 28" WIDE DRUM
FIXTURE
LIGHT FIXTURES
NEW LINEAR LENS
o
NEW LINEAR WALL
LIGHTING
SCONCE LIGHT
FIXTURES
®
NEW POWER POLE
'--'
EXISTING TUBE
LIGHTING
-�3-
WALL MOUNTED LIGHT
NEW EXIT SIGN SHOWN
SWITCH(N=NEW,
FOR COORDINATION
M=MASTER,3=THREE
PURPOSES ONLY, REFER
WAY, D=DIMMER)
TO ELECTRICAL
DRAWINGS
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
Tenant/Building Owner:
BECU
Attn: JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206,408.8535
Email: LHOFFMAN@NelsonWW.com
t - Ivw>se
410 �►► `�
LIGHTING FIXTURE SCHEDULE
FIXTURE
MANUFACTURER AND MODEL
TYPE
NUMBER
DESCRIPTION
LAMP
MOUNTING
VOLTAGE
REMARKS
2X2
WILLIAMS
2'X2' LENSED ARCHITECTURAL LED TROFFER WITH CURVED FLOATING
4000LM 44 WATT
RECESSED
UNV
AT1-2-2-L40-835-D-XX-DIM-UNV
ACRYLIC LENS, STANDARD WHITE FINISH AND 0-10V DIMMING.
80+ CRI 3500K
RECESSED
GOTHAM
RECESSED LED DOWNLIGHT WITH 60 DEGREE SPREAD,
1000LM 10 WATT
RECESSED
277
DOWN LIGHT
ICO-35-10-4WR-LSS-60D-277
SEMI-SPECULAR REFLECTOR AND WHITE PAINTED FLANGE. 0-10V
80+ CRI 3500K
DIMMING.
PENDANT
LUMENS CARAVAGGIO PENDANT
10.1" W X 12.8"H X 130.8"L DECORATIVE PENDANT. MATTE GREY
72 WATT
SUSPENDED
120
CABLE MOUNT WITH BOTTOM AT V-0" AFF.
LIGHT LYE215940
SHADE AND BODY COLOR WITH GREY CORD. PROVIDE WITH
80+ CRI -.
DIMMABLE LED RETROFIT LAMP.
2700K
DRUM LIGHT
RESOLUTE SMITH
28" DIAMETER X 9" HIGH DRUM WITH CARNEGIE XOREL SHADE
58880LM 120
SURFACE
120
FIXTURES SHALL BE INDEPENDENTLY
28-9-CEILING-6619-110 SHADE
"QUARRY". DULL SILVER FINISH ON HARDWARE. PROVIDE WITH 0-10V
WATT 80+ CRI
CONTROLLED AND PAIRED WITH A CONTROL
DIMMING
3000K
SYSTEM THAT PROVIDES A HIGH END TRIM OF
60% OR AS SPECIFIED BY ARCHITECT IN FIELD.
LINEAR LENS
VODE ZIP TWO
SURFACE TBAR MOUNTED 15/16 INCH LINEAR LED WITH UNIVESL
396 LM/FT 4.1
RECESSED
277
707-Z2-SL-48-48-T4-0-RP-AE-2-0-
MOUNTING BRACKETS, DIFFUSING LENS, STANDARD AL SILVER FINISH.
WATT/FT
Z-LO-35-S3-WH
FIXTURE SHALL HAVE 0-10V DIMMING TO 1%.
80+ CRI 3500K
LINEAR
FINELITE
4" X 5" NOMINAL ARCHITECTURAL DIRECT/ASYMMETRIC INDIRECT
1533 UM/FT 14.2
WALL
UNV
WALL MOUNT WITH CENTER AT T-0" AFF
WALL
HP-4-WM-ID-4'-H-H-835-ASY-R-F-
WALL FIXTURE WITH SPOTLESS LENS AND WHITE PAINT FINISH.
WATT/FT
SCONCE
277V-MB-SC
PROVIDE WITH 0.10V DIMMING.
80+ CRI 3500K
WALL
TBD
TBD
TBD
TBD
TBD
TBD
WASHER
ENTIRE SHEET REVISED
s;
4 S
BECU
12770 GATEWAY DRIVE S
TUKWILA, WA 98168
BECU
BUILDING 9
TENANT IMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20119
REVISION p1 01/24/20
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 10 2020
City of Tukwila
BUILDING DIVISION
40194 REG1
V NOON
giASE OF
RECEIVED,
CITY OF TUKW ILA
FEB 13 2020
PERMIT CENTER
FIRST & SECOND FLOOR
REFLECTED CEILING PLAN
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
/ 2— 1
CEILING GENERAL NOTES: NELSOK
1. REFER GENERAL NOTES SHEET AN-2. NeICO Architecture, Inc,
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1 REFLECTED CEILING PLAN - 2ND FLOOR kq
-2 Scale: 1/8" = V-0"
2 THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING
HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS.
REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND
ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON
DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE
COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF
DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND
THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING
BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK.
3, FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION, ALL
JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED
SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE
TO BE CLEANED OR REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS
FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST TILE NOT
IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR
DAMAGED UNITS.
4. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE
FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING
HEIGHTS ABOVE FINISHED FLOOR.
5. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL
ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES
NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED.
INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE
TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK,
PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND
OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE
ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE
COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW.
6. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN
ONE COVER PLATE U.N.O.
7. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR
CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE
CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH
ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O.
8. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND
SEISMIC BRACING.
9. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER
LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING
OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN
AND AS NEW.
10. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED
EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS
RECOMMENDED BY FIXTURE MANUFACTURER.
11. CONTRACTOR TO VERIFY ALL PENDANT FIXTURE HEIGHTS WITH ARCHITECT
PRIOR TO INSTALLATION.
12. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED
TO FACILITATE PLENUM SYSTEMS INSTALLATION.
13. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM
MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND
EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS
- ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN
GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL.
14. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND
COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND
COLUMNS.
IS. CEILING GRID AND TILE SHALL MATCH EXISTING.
16, SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO
MATCH BUILDING STANDARD.
17. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD.
18. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING
AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT
LIMITED TO LAMPS, BALLASTS, AND LENSES.
19. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN SIMILAR
FIXTURE TYPES.
20. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC.
(UL) LABELED.
21. PROVIDE OCCUPANCY SENSOR CONTROLS AS CODE REQUIRES.
22. REMOVE AND PALLETIZE 30% OF EXISTING ACT TO ACCOMMODATE NEW
CONSTRUCTION. RE -INSTALL SAVED MATERIAL WHERE POSSIBLE. ASSUME
20% REPLACE OF ALL EXISTING CEILING TILE WITH NEW. ACT SCOPE SHALL
INCLUDE REGROUPING OF ACT TO CONCEAL OLD/NEW.
® CEILING KEYNOTES
201 NOT USED ON SHEET.
202 PROVIDE NEW GWB HEADER AT APPROXIMATELY 1" LOWER THAN THE
LOWER CEILING TILE SYSTEM.
2x4 TILE TO
REMAIN
REMAIN
�
EXISTING GWB TO
REMAIN
LLL��®
EXISTING LIGHT
2X4
FIXTURE TO MAIN
LIGHTRFIXTCURE -TED
(R=RELOCATED)
2X4 EMERGENCY LIGHT
r = '
EXISTING LIGHT
FIXTURES
11— = J
FIXTURE TO BE
REMOVED
p
NEW PENDANT LIGHT
o
EXISTING DOWNLIGHT
FIXTURE
FIXTURE TO REMAIN
EXISTING TUBE
NEW EXIT SIGN SHOWN
LIGHTING TO REMAIN
®
FOR COORDINATION
PURPOSES ONLY. REFER
®
NEW POWER POLE
TO ELECTRICAL
WALL MOUNTED LIGHT
DRAWINGS
-�-
SWITCH (N=NEW,
M=MASTER,3=1HREE
WAY)
LIGHTING
CALCULATION
USING SPACE BY SPACE METHOD, ALLOWED WATTAGE IS 15,250 WATTS. PROPOSED
WATTAGE IS 11,113 WATTS. PROPOSED WATTAGE IS LESS THAN ALLOWABLE
WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER ALLOWANCE SECTION C405.
PROJECT COMPLIES. REFER TO WSEC FORM SUBMITTED WITH PERMIT SET FOR
SPACE BY SPACE BREAKDOWN.
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
,10JEC i DiPFCTORY:
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408,8537
Email: KMATHWEG@NelsonWW.com
Attn:LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
CLENT
BECU
12770 GATEWAY DRIVE S
TUKWILA, WA 98168
F,4Q!ECT�
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVES., SUITES 149 of
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
10194
RESTERE
O
iTECT
a Of Be
TON
CITY STAMP:
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
SECOND FLOOR
REFLECTED CEILING PLAN
Proj. #: 19.0003305.001 Reviewed By:
LH/NG
,,/;i
Drawn By:
CF
NELSOK
-- POWER & COMM. GENERAL (VOTES: Nelco Architecture, Inc.
--------------------------Q------------- -----
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CONFERENCE
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POWER & COMMUNICATION PLAN - 1ST FLOOR
Scale: 1/8" = V-0"
COFFEE —
124
III
OPEN _i
WORK AREA
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1. REFER TO GENERAL NOTES SHEET AN-2..
2. MULTIPLE OUTLET DEVICES IN ONE LOCATION SHALL BE INSTALLED IN A
COMMON MULTI -GANG BOX WITH A COMMON FACEPLATE, WHERE
POSSIBLE. MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS POSSIBLE
AND IN -LINE WITH EACH OTHER.
3. MOUNTING HEIGHTS OF DEVICES ARE SHOWN ON DEVICE ELEVATION
DETAIL, SEE SHEET AN-3, UNO.
4. REFER TO ENGINEERING DRAWINGS FOR THERMOSTAT, FIRE ALARM,
SPEAKER/STROBE,AND PULL STATION LOCATIONS AND REQUIREMENTS.
NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND
MEP/FP DRAWING PRIOR TO INSTALLATION.
5. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS (I.E. EXHAUST FAN,
PROJECTION SCREEN) ARE ADJACENT TO LIGHT SWITCHES, LOCATE LIGHT
SWITCHES CLOSEST TO THE DOOR.
6. PRIOR TO CORING, CONFIRM THAT THERE ARE NO OBSTRUCTIONS IN
SLAB. ALL CORING TO BE DONE PER BUILDING REGULATIONS. CONFIRM
FLOOR CORE LOCATIONS WITH ARCHITECT, FURNITURE VENDOR, AND
OWNER PRIOR TO CORING. CONTRACTOR TO PATCH AND FIRE STOP ALL
SLAB PENETRATIONS.
7. ALL OUTLETS LOCATED ABOVE OR BELOW THE COUNTERTOPS IN WET OR
DAMP AREAS SHALL BE GFIC,
8. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS.
9. ALL VOICE/DATA LOCATIONS SHOWN ARE TO BE PROVIDED WITH MUD RING
AND PULL STRING ONLY. TENANT VENDOR TO INSTALL ALL WIRING AND
FACEPLATES.
10. DEVICE COLOR: B/S, UNO.
COVER PLATE FINISH: B/S, UNO.
11. REFER TO ELECTRICAL DRAWINGS BY OTHERS FOR ADDITIONAL
INFORMATION.
12. FURNITURE SHOWN FOR REFERENCE ONLY.
13. LOCATION OF CORES TO BE CONFIRMED WITH BUILDING/FURNITURE VENDOR.
14. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY
SYSTEMS WITH VENDOR DRAWINGS.
15. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION
REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND
FUNCTION.
16. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER
EQUIPMENT.
17. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH,
OR CLUSTER OF OUTLETS OR SWITCHES, UNO.
18. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD
CAVITIES DO NOT INSTALL BACK-TO-BACK.
19. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS.
PROVIDE ONE-PIECE TYPE GANGCOVER PLATES, UNO.
20. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS.
21. COORDINATE LOCATION OF ELECTRIC, COMMUNICATION, FIRE, AND SECURITY
DEVICES/BOXES ON EXISTING WALLS TO REMAIN. REUSE EXISTING WHERE
POSSIBLE TO AVOID DUPLICATION. BRING LOCATION DISCREPANCIES TO
ARCHITECTS ATTENTION.
8 POWER & COMM. KEYNOTES
301 CONTRACTOR TO COORDINATE EQUIPMENT SIZE WITH TENANT FOR MINI
FRIDGE.
POWER & COMM LEGEND
h EXISTING DUPLEX WALL OUTLET
D EXISTING DUPLEX WALL OUTLET; GROUND FAULT INTERRUPTER.(D =
`t DENOTES DEDICATED, TYP.)
17 EXISTING WALL OUTLET, VOICE/DATA DEVICE
�S EXISTING BLANK PLATE TO BE REMOVED; QUANTITY & LOCATIONS PER
�7 TENANT.
—❑T EXISTING THERMOSTAT
® NEW POWER POLE. VERIFY POWER & COMM. REQUIREMENTS WITH
TENANT.
U UPGRADE
N NEW
NEW B/S ELECTRICAL/COMMUNICATIONS WHIP. LOCATION SHOWN IS
CONCEPTUAL ONLY. CONTRACTOR TO COORDINATE FINAL LOCATION
WITH TENANT. SYMBOLS SHOWN INDICATE POWER, VOICE & DATA, SEE
SYMBOLS ABOVE FOR REQUIREMENTS.
— — — CONNECTTRACK
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
r»?n r;z-CT L,I111-1'TORv
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Atlas: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PRQJcCT:
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVES., SUITES 149 &
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
SLAL:
"194
1 C RER
,ED
WA TtN�J
CITY $TA1aP:
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
NORTH FIRST FLOOR POWER &
COMMUNICATION PLAN
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
/ A3-1
NELSOK
POWER & COMM. GENERAL NOTES: Nelco kchitecture, Inc.
U
ND i IDF MDF
206
r. NO
+42'
PE -RC
ON HALLWAY
201
MENS NZ � WOMENS
8
ON
OFFICE
204 ,
N
NORTH
2 POWER & COMMUNICATION PLAN - 2ND FLOOR �(7�
1 Scale: 1/8" = 1'-0"
1. REFER TO GENERAL NOTES SHEET AN-2.
2. MULTIPLE OUTLET DEVICES IN ONE LOCATION SHALL BE INSTALLED IN A
COMMON MULTI -GANG BOX WITH A COMMON FACEPLATE, WHERE
POSSIBLE. MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS POSSIBLE
AND IN -LINE WITH EACH OTHER.
3. MOUNTING HEIGHTS OF DEVICES ARE SHOWN ON DEVICE ELEVATION
DETAIL, SEE SHEET AN-3, UNO.
4. REFER TO ENGINEERING DRAWINGS FOR THERMOSTAT, FIRE ALARM,
SPEAKER/STROBE,AND PULL STATION LOCATIONS AND REQUIREMENTS.
NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND
MEP/FP DRAWING PRIOR TO INSTALLATION.
5. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS (I.E. EXHAUST FAN,
PROJECTION SCREEN) ARE ADJACENT TO LIGHT SWITCHES, LOCATE LIGHT
SWITCHES CLOSEST TO THE DOOR.
6. PRIOR TO CORING, CONFIRM THAT THERE ARE NO OBSTRUCTIONS IN
SLAB. ALL CORING TO BE DONE PER BUILDING REGULATIONS, CONFIRM
FLOOR CORE LOCATIONS WITH ARCHITECT, FURNITURE VENDOR, AND
OWNER PRIOR TO CORING. CONTRACTOR TO PATCH AND FIRE STOP ALL
SLAB PENETRATIONS.
7. ALL OUTLETS LOCATED ABOVE OR BELOW THE COUNTERTOPS IN WET OR
DAMP AREAS SHALL BE GFIC.
8. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS.
9. ALL VOICE/DATA LOCATIONS SHOWN ARE TO BE PROVIDED WITH MUD RING
AND PULL STRING ONLY. TENANT VENDOR TO INSTALL ALL WIRING AND
FACEPLATES.
10. DEVICE COLOR: B/S, UNO.
COVER PLATE FINISH: B/S, UNO.
11. REFER TO ELECTRICAL DRAWINGS BY OTHERS FOR ADDITIONAL
INFORMATION.
12. FURNITURE SHOWN FOR REFERENCE ONLY.
13. LOCATION OF CORES TO BE CONFIRMED WITH BUILDING/FURNITURE VENDOR.
14. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY
SYSTEMS WITH VENDOR DRAWINGS.
15. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION
REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND
FUNCTION.
16. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER
EQUIPMENT.
17. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH,
OR CLUSTER OF OUTLETS OR SWITCHES, UNO.
18. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD
CAVITIES DO NOT INSTALL BACK-TO-BACK.
19. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS.
PROVIDE ONE-PIECE TYPE GANGCOVER PLATES, UNO.
20. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS.
21. COORDINATE LOCATION OF ELECTRIC, COMMUNICATION, FIRE, AND SECURITY
DEVICES/BOXES ON EXISTING WALLS TO REMAIN. REUSE EXISTING WHERE
POSSIBLE TO AVOID DUPLICATION. BRING LOCATION DISCREPANCIES TO
ARCHITECT'S ATTENTION.
POWER & COMM LEGEND
0 EXISTING DUPLEX WALL OUTLET
D EXISTING DUPLEX WALL OUTLET; GROUND FAULT INTERRUPTER.(D =
DENOTES DEDICATED, TYP.)
!lZ EXISTING WALL OUTLET; VOICE/DATA DEVICE
EXISTING BLANK PLATE TO BE REMOVED; QUANTITY & LOCATIONS PER
TENANT.
—OT EXISTING THERMOSTAT
® NEW POWER POLE. VERIFY POWER & COMM. REQUIREMENTS WITH
TENANT.
Q SPECIALITY OUTLET; L14-30R
U UPGRADE
N NEW
a NEW B/S ELECTRICAL/COMMUNICATIONS WHIP. LOCATION SHOWN IS
CONCEPTUAL ONLY. CONTRACTORTO COORDINATE FINAL LOCATION
WITH TENANT. SYMBOLS SHOWN INDICATE POWER, VOICE & DATA, SEE
SYMBOLS ABOVE FOR REQUIREMENTS.
— — — CONNECTTRACK
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
PROWL-- :7 IrECTO,4Y:
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn:LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
CLIENTT
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA98168
PROicGT:
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149
TUKWILA,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FUR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City Of Tukwila
BUILDING DIVISION
s"'4:
t
AMR IrEc°SEOF yy
TON
CITYSDWP*
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
•llV - �� III► '_�►'
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
A3-2
- - - - - - - - - - - - - - - - -
CONFERENCE
2T-2 CONFERENCE
i'
LOUNGE `/' �/ • i' / �/i', //l.�i; ! // I I
CPT-2 Y07 I
'.PHONE
108
,CPT_ ; , ',. /" ' , ' ;;'';' CP1T0i 4/lji `%,, ';,i,,/ ! '///// ,i :///';%/''',/ /�//.' %////✓/ �%j"/"/(�% ,/�; / / ///�/% ///// % f/ / '//!% �/'/f/ i,;'/ i//j�/// !,///-///i,•'-,;/�/,//f ' /%�./// '/,, PT-2 0
Ei
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'WORKAREA'iCONFERENCE
a0 �2rOFFICE PHONE
CPT.
102
II
I
NORT H
1 FINISH PLAN - 1ST FLOOR
A4-1 Scale: 1/8" = V-0"
1
FLOOR FINISH TRANSITION TO COMPLY WITH ICC/ ANSI
A117.1-2009
�..---- INDICATES EXTENT OF FINISH
XXX
WALL FINISH
CNEW
CPT-1 AND RB-1
NEW CPT-2 AND RB-1
NEW CPT-5 AND RB-I
NEW LVT 1 AND RB 1
I
NEW WOM-1 AND RB-1
NEW RS-1 AND RB-1
CORNER GUARD
FINISH GENERAL NOTES
1. ALL FINISH SELECTIONS IDENTIFIED IN LEGENDS, SCHEDULES, AND
SPECIFICATIONS ARE NOT SUBJECT TO'OR EQUAL' SUBSTITUTIONS U.N.O.
THE CONTRACTOR AND SUBC0NTRACTpRS SHALL SUBMIT PRODUCTS AND
FINISHES AS INDICATED IN THE DOCUMENTS.
2. NOTIFY ARCHITECT OF SCHEDULED FINISHES THAT ARE UNAVAILABLE OR
DISCONTINUED AT THE EARLIEST OPPORTUNITY SUCH THAT A SUBSTITUTION
CAN BE SELECTED WITHOUT JEOPARDIZING THE CONSTRUCTION SCHEDULE.
3. REFER TO THE MATERIAL SCHEDULE FOR MANUFACTURER, PRODUCT/STYLE
NAME, COLOR SPECIFICATION.
4. INSTALL ALL FINISH MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDED SPECIFICATIONS, SURFACE PREPARATION, ADHESIVES AND
BACKINGS: INCLUDING WALL COVERINGS, COATINGS, FLOORING MATERIALS,
LAMINATES, ETC.
5. THE CONTRACTOR SHALL REPAIR ALL ROUGH FLOOR SLAB UNEVENNESS
SUITABLE FOR PROPER FLOOR COVERING INSTALLATION.
6. FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE CENTERED
BELOW THE DOOR IN THE CLOSED POSITION, UNO.
7. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC.
SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL
COVERINGS AND SPECIFIED CARPET.
8. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT
JOINTS/IMPERFECTIONS ARE NOT VISIBLE.
9. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES IN THE FIELD. GC TO GET CLARIFICATION FROM ARCHITECT
BEFORE CONTINUING WITH ANY WORK.
10. PROVIDE TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES, U.N.O.
TRANSISTION STRIPS TO MATCH BASE COLOR UNO. REFER TO PLAN FOR
DETAIL LOCATIONS.
11. HARD FLOORING GROUT IS TO BE SEALED WITH MANUFACTURER'S
RECOMMENDED SEALERS.
12, RUBBER/VINYL BASE SHALL BE STRAIGHT BASE AT ALL LOCATIONS FOR
CARPET AND COVE BASE AT RESILIENT FLOORS.
13. BASE SHALL RUN CONTINUOUSLY AND FULLY SURROUND CABINET
BASES ON ALL EXPOSED SIDES, UNO.
14. ALL ELECTRICAL PANELS IN THE CORRIDORS SHALL BE PAINTED TO MATCH
THE ADJACENT WALL FINISH.
15. PAINT CEILING ACCESS PANELS TO MATCH ADJACENT CEILING FINISH.
16. UNDERSIDE OF SOFFITS (WHERE OCCURS) TO BE PAINTED TO RECEIVE FINISH
TO MATCH WALL, UNO.
17. FINISH FLOORING TO EXTEND FROM WALL TO WALL INCLUDING UNDER
CABINETS AND UNDERCABINET EQUIPMENT.
18. ALL INTERIOR WALL & CEILING FINISHES AND TRIM OF PUBLIC AREAS TO
COMPLY WITH CLASS A MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0
TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES
AND TRIM IN NON PUBLIC AREAS TO COMPLY WIIHCLASS B MATERIAL
CLASSIFICATION; FLAME SPREAD RATING 26-75, SMOKE DEVELOPED 450.
19. ALL INTERIOR WALL & CEILING FINISHES AND TRIM OF PUBLIC AREAS TO
COMPLY WITH CLASS A MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0
TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES
AND TRIM IN NON PUBLIC AREAS TO COMPLY WITHCLASS B MATERIAL
CLASSIFICATION; FLAME SPREAD RATING 26-75, SMOKE DEVELOPED 450.
20. ALL PAINTED SURFACES ARE TO RECEIVE A PRIME COAT AND A MINIMUM OF
TWO COATS FINAL COLOR, UNO.
21. ALL CONVECTOR COVERS SHALL BE PAINTED WITH AN ALKYD BASED
SEMI -GLOSS FINISH UNO.
22. CARPET CONTRACTOR SHALL VERIFY THAT ALL CARPET OF EACH VARIETY IS
TO BE SHIPPED FROM THE SAME DYE -LOT.
23. ALL WALLS PAINTED WITH A LATEX PAINT TO HAVE AN EGGSHELL FINISH,
UNO. REFER TO THE MATERIAL SCHEDULE AND FINISH LEGEND FOR
MANUFACTURER'S PRODUCT NAME.
24. GYPSUM BOARD CEILINGS SCHEDULED TO RECEIVE PAINT SHALL HAVE A FLAT
FINISH, U.N.O.
25. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH -OUTS OF EACH
COLOR AND FINISH FOR ARCHITECT'S REVIEW PRIOR TO APPLICATION,
ON -SITE APPLICATION WILL BE REQUIRED FOR FINAL APPROVAL. ARCHITECT
RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST
HAS BEEN MADE. -
26. PRIOR TO THE INSTALLATION OF ANY CARPET MATERIAL, PROVIDE TO THE
ARCHITECT, FOR REVIEW, A SEAMING DIAGRAM ILLUSTRATING THE
DIRECTION OF THE CARPET AND THE SEAM LOCATIONS, IN EACH CORRIDOR
LAY CARPET IN THE SAME DIRECTION AS THE CORRIDOR LENGTH (NOT
WIDTH) STARTING AT ONE END AND CONTINUING DOWN THE FULL LENGTH
OF THE CORRIDOR WITH THE ROLL GOODS, AT INTERSECTING CORRIDORS
INSTALL CARPET PERPENDICULAR (1/4 TURN) TO EACH OTHER UNO.
27. CARPET SEAMS SHALL NOT BE LOCATED PERPENDICULAR THROUGH DOOR
THRESHOLDS.
28, ALL PLASTIC LAMINATE MILLWORK CABINET INTERIORS TO BE WHITE
MELAMINE AND MEET BUILDING STANDARDS, UNO.
29. ARCHITECTURAL ADHESIVES, SEALANTS AND SEALANT PRIMERS MUST COMPLY
WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE
#1168. VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN THE TABLE
BELOW CORRESPOND TO RULE AMENDMENT DATE OF JANUARY 7, 2005,
30. PAINTS AND COATINGS : APPLIED TO INTERIOR WALLS AND CEILINGS MUST
NOT EXCEED THE VOLATILE ORGANIC COMPOUND (VOC) CONTENT LIMITS
ESTABLISHED IN GREEN SEAL STANDARD GS-11, PAINTS, 1ST EDITION, MAY
20, 1993.
31. ANTI -CORROSIVE AND ANTI -RUST PAINTS: APPLIED TO INTERIOR FERROUS
METAL SUBSTRATES MUST NOT EXCEED THE VOC CONTENT LIMIT OF 250 G/L
ESTABLISHED IN GREEN SEAL STANDARD GC-03, ANTI -CORROSIVE PAINTS,
2ND EDITION, JANUARY 7, 1997.
32. CLEAR WOOD FINISHES, FLOOR COATINGS, STAINS, PRIMERS, SEALERS, AND
SHELLACS: APPLIED TO INTERIOR ELEMENTS MUST NOT EXCEED THE VOC
CONTENT LIMITS ESTABLISHED FOR THOSE COATING TYPES IN SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113, ARCHITECTURAL
COATINGS, AMENDED FEBRUARY 5, 2016,
33. CLEAR WOOD FINISHES, FLOOR COATINGS, STAINS, PRIMERS, SEALERS, AND
SHELLACS: APPLIED TO INTERIOR ELEMENTS MUST NOT EXCEED THE VOC
CONTENT LIMITS ESTABLISHED FOR THOSE COATING TYPES IN SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113, ARCHITECTURAL
COATINGS, AMENDED FEBRUARY 5, 2016,
FINISH SCHEDULE
ID
MANUFACTURER
STYLE
COLOR
NUMBER
SIZE
LOCATION
NOTES
CONTACT
PT-1
I SHERWIN WILLIAMS
--
EIDER WHITE
SW 7014
--
-
--
--
PT-2
SHERWIN WILLIAMS
--
MINDFUL GRAY
SW 7016
--
SEE PLAN
--
--
CPT-1
MOHAWK
VARIANT FORM - DIFFUSE BT425
MASONRY
983
12" X 36"
SEE PLAN
INSTALL: BRICK
--
CPT-2
MOHAWK
COLOR BALANCE - GT405
MAGNETIC
979
12" X 36"
SEE PLAN
INSTALL: BRICK
--
CPT-5
MOHAWK
FIBER ART - RANDOM WEAVE BQ377
TOOLED SURFACE
999
1T R0UL
STAIRS
WC-1
--
EGO VINYL GRAPHIC
--
--
--
--
LEVEL 5 FINISH ON GYP WALL
WOM-1
SHAW
BONJOUR 11-60746
STERLING
31551
12' ROLL
SEE PLAN
RS-1
FORGO
MARMOLEUM
LAVA
3139
32M X 200 CM
ROOM 117 & 2ND FLOOR COPY AREA
INSTALL: BRICK
--
LVT-1
MASLAND
--
W1019
--
--
SEE PLAN
INSTALL: BRICK
--
TL-1
UNITED
BELLAVI.TA - METRO
PUTTY
MT36M
3" X 6"
RESTROOM BACKSPLASH TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK
TL-2
DALTILE
ARTIGIANO
ITALIAN ALPS
AR93
3" X 12"
COFFEE/JUNCTION WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK PATTERN IN RANDOM ORDER ALONG
WITH TL-3 AND TL-4. TO BE 50% OF PATTERN.
-
TL-3
MARAZZI
COSTA CLARA
BEACH SAND
CC81
__
3" X 12"
COFFEE/JUNCTION WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK PATTERN IN RANDOM ORDER ALONG WITH TL-2 AND TL-4. TO BE 25% OF PATTERN.
TL-4
MARAZZI
COSTA CLARA
_
PEBBLE SHORE
CC81
3" X 12"
COFFEE/JUNCTION WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK PATTERN IN RANDOM ORDER ALONG
WITH TL-2 AND TL-3. TO BE 25% OF PATTERN.
TL-5
DALTILE
FABRIQUE
GRIS LINEN
P690
12" X 24"
RESTROOM WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK
_-
FT-1
DALTILE
EXHIBITION
GREY
EX02
12" X 24"
RESTROOM FLOOR TILE
INSTALL: BRICK
--
PL-1
WILSONART
STEEL MESH
--
4879-38
--
RESTROOM COUNTERTOP
--
--
PL-2
FORMICA
PLATINUM
902-58
-
CASEWORK THROUGHOUT
QZ-1
PENTAL
QUARTZ
SPARKLING WHITE
BC190P
--
RESTROOM & WELLNESS COUNTERTOP
POLISHED
--
QZ-2
PENTAL
QUARTZ
CRYSTAL WHITE
BQ850P
COFFEE & JUNCTION COUNTERTOP
POLISHED
RB-1
ROPPE
4" H COVED
BLACK BROWN
193
--
--
--
--
CG-1
CS GROUP
ACROVYN
STAINLESS STEEL
CO-8
SEE PLAN
SATIN FINISH
Nelco Architecture, Inc.
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE COM
PI C 1I M IO,RECTCRY
Tenant/Building Owner:
BECU
Attn: JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel•. 206.408.8535
Email: LHOFFMAN@NelsonWW.com
CLIENT_
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT
BECU
BUILDING 9
TENANTIMPROVEM NT
13035 GATEWAY DRIVE S., SUITES 149 &
TUKWILA,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
SEAL:
CffY SrAt-IF
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
FIRST FLOOR FINISH
PLAN AND SCHEDULE
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
1 �;
NORTH
�1 FINISH PLAN - 2ND FLOOR 04
A4-2 Scale: 1/8" = V-0"
FINISH PLAN LEGEND
FLOOR FINISH TRANSITION TO COMPLY WITH ICC/ ANSI
A11TI-2009
�._.--- INDICATES EXTENT OF FINISH
XXX
WALL FINISH
i ; -' /_
NEW CPT-1 AND RB-I
NEW CPT-2 AND RB-I
NEW CPT-5 AND RB-I
FINISH GENERAL NOTES
1. ALL FINISH SELECTIONS IDENTIFIED IN LEGENDS, SCHEDULES, AND
SPECIFICATIONS ARE NOT SUBJECT TO'OR EQUAL' SUBSTITUTIONS U.N.O.
THE CONTRACTOR AND SUBCONTRACTORS SHALL SUBMIT PRODUCTS AND
FINISHES AS INDICATED IN THE DOCUMENTS.
2. NOTIFY ARCHITECT OF SCHEDULED FINISHES THAT ARE UNAVAILABLE OR
DISCONTINUED AT THE EARLIEST OPPORTUNITY SUCH THAT A SUBSTITUTION
CAN BE SELECTED WITHOUT JEOPARDIZING THE CONSTRUCTION SCHEDULE.
3. REFER TO THE MATERIAL SCHEDULE FOR MANUFACTURER, PRODUCT/STYLE
NAME, COLOR SPECIFICATION.
4. INSTALL ALL FINISH MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDED SPECIFICATIONS, SURFACE PREPARATION, ADHESIVES AND
BACKINGS: INCLUDING WALL COVERINGS, COATINGS, FLOORING MATERIALS,
LAMINATES, ETC.
NEW LVT-1 AND RB-1 5. THE CONTRACTOR SHALL REPAIR ALL ROUGH FLOOR SLAB UNEVENNESS
SUITABLE FOR PROPER FLOOR COVERING INSTALLATION.
NEW RS-1 AND RB-1
NEW SDT-1 AND RB-1
CORNER GUARD
6. FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE CENTERED
BELOW THE DOOR IN THE CLOSED POSITION, UNO.
7. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC.
SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL
COVERINGS AND SPECIFIED CARPET.
8. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT
JOINTS/IMPERFECTIONS ARE NOT VISIBLE.
9. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES IN THE FIELD. GC TO GET CLARIFICATION FROM ARCHITECT
BEFORE CONTINUING WITH ANY WORK.
10. PROVIDE TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES, U.N.O.
TRANSISTION STRIPS TO MATCH BASE COLOR UNO. REFER TO PLAN FOR
DETAIL LOCATIONS.
11. HARD FLOORING GROUT IS TO BE SEALED WITH MANUFACTURER'S
RECOMMENDED SEALERS.
12. RUBBER/VINYL BASE SHALL BE STRAIGHT BASE AT ALL LOCATIONS FOR
CARPET AND COVE BASE AT RESILIENT FLOORS.
13. BASE SHALL RUN CONTINUOUSLY AND FULLY SURROUND CABINET
BASES ON ALL EXPOSED SIDES, UNO.
14. ALL ELECTRICAL PANELS IN THE CORRIDORS SHALL BE PAINTED TO MATCH
THE ADJACENT WALL FINISH.
15. PAINT CEILING ACCESS PANELS TO MATCH ADJACENT CEILING FINISH.
16. UNDERSIDE OF SOFFITS (WHERE OCCURS) TO BE PAINTED TO RECEIVE FINISH
TO MATCH WALL, UNO.
17. FINISH FLOORING TO EXTEND FROM WALL TO WALL INCLUDING UNDER
CABINETS AND UNDERCABINET EQUIPMENT.
18. ALL INTERIOR WALL & CEILING FINISHES AND TRIM OF PUBLIC AREAS TO
COMPLY WITH CLASS A MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0
TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES
AND TRIM IN NON PUBLIC AREAS TO COMPLY WITHCLASS B MATERIAL
CLASSIFICATION; FLAME SPREAD RATING 26-75, SMOKE DEVELOPED 450.
19. ALL INTERIOR WALL & CEILING FINISHES AND TRIM OF PUBLIC AREAS TO
COMPLY WITH CLASS A MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0
TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES
AND TRIM IN NON PUBLIC AREAS TO COMPLY WITHCLASS B MATERIAL
CLASSIFICATION; FLAME SPREAD RATING 26-75, SMOKE DEVELOPED 450.
20. ALL PAINTED SURFACES ARE TO RECEIVE A PRIME COAT AND A MINIMUM OF
TWO COATS FINAL COLOR, UNO.
21. ALL CONVECTOR COVERS SHALL BE PAINTED WITH AN ALKYD BASED
SEMI -GLOSS FINISH UNO.
22. CARPET CONTRACTOR SHALL VERIFY THAT ALL CARPET OF EACH VARIETY IS
TO BE SHIPPED FROM THE SAME DYE -LOT.
23. ALL WALLS PAINTED WITH A LATEX PAINT TO HAVE AN EGGSHELL FINISH,
UNO. REFER TO THE MATERIAL SCHEDULE AND FINISH LEGEND FOR
MANUFACTURER'S PRODUCT NAME.
24. GYPSUM BOARD CEILINGS SCHEDULED TO RECEIVE PAINT SHALL HAVE A FLAT
FINISH, U.N.O.
25. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH -OUTS OF EACH
COLOR AND FINISH FOR ARCHITECT'S REVIEW PRIOR TO APPLICATION,
ON -SITE APPLICATION WILL BE REQUIRED FOR FINAL APPROVAL. ARCHITECT
RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST
HAS BEEN MADE.
26. PRIOR TO THE INSTALLATION OF ANY CARPET MATERIAL, PROVIDE TO THE
ARCHITECT, FOR REVIEW, A SEAMING DIAGRAM ILLUSTRATING THE
DIRECTION OF THE CARPET AND THE SEAM LOCATIONS, IN EACH CORRIDOR
LAY CARPET IN THE SAME DIRECTION AS THE CORRIDOR LENGTH (NOT
WIDTH) STARTING AT ONE END AND CONTINUING DOWN THE FULL LENGTH
OF THE CORRIDOR WITH THE ROLL GOODS, AT INTERSECTING CORRIDORS
INSTALL CARPET PERPENDICULAR (1/4 TURN) TO EACH OTHER UNO.
27. CARPET SEAMS SHALL NOT BE LOCATED PERPENDICULAR THROUGH DOOR
THRESHOLDS.
28. ALL PLASTIC LAMINATE MILLWORK CABINET INTERIORS TO BE WHITE
MELAMINE AND MEET BUILDING STANDARDS, UNO.
29. ARCHITECTURAL ADHESIVES, SEALANTS AND SEALANT PRIMERS MUST COMPLY
WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE
#1168. VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN THE TABLE
BELOW CORRESPOND TO RULE AMENDMENT DATE OF JANUARY 7, 2005.
30. PAINTS AND COATINGS: APPLIED TO INTERIOR WALLS AND CEILINGS MUST
NOT EXCEED THE VOLATILE ORGANIC COMPOUND (VOC) CONTENT LIMITS
ESTABLISHED IN GREEN SEAL STANDARD GS-11, PAINTS, 1ST EDITION, MAY
20,1993,
31. ANTI -CORROSIVE AND ANTI -RUST PAINTS: APPLIED TO INTERIOR FERROUS
METAL SUBSTRATES MUST NOT EXCEED THE VOC CONTENT LIMIT OF 250 G/L
ESTABLISHED IN GREEN SEAL STANDARD GC-03, ANTI -CORROSIVE PAINTS,
2ND EDITION, JANUARY 7, 1997.
32. CLEAR WOOD FINISHES, FLOOR COATINGS, STAINS, PRIMERS, SEALERS, AND
SHELLACS: APPLIED TO INTERIOR ELEMENTS MUST NOT EXCEED THE VOC
CONTENT LIMITS ESTABLISHED FOR THOSE COATING TYPES IN SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113, ARCHITECTURAL
COATINGS, AMENDED FEBRUARY 5, 2016.
33. CLEAR WOOD FINISHES, FLOOR COATINGS, STAINS, PRIMERS, SEALERS, AND
SHELLACS: APPLIED TO INTERIOR ELEMENTS MUST NOT EXCEED THE VOC
CONTENT LIMITS ESTABLISHED FOR THOSE COATING TYPES IN SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113, ARCHITECTURAL
COATINGS, AMENDED FEBRUARY 5, 2016.
----------------------------
FINISH SCHEDULE
ID
MANUFACTURER
STYLE
COLOR
NUMBER
SIZE
LOCATION
NOTES
CONTACT
PT-1
SHERWIN WILLIAMS
--
EIDER WHITE
SW 7014
--
--
--
__
PT-2
SHERWIN WILLIAMS
--
MINDFUL GRAY
SW 7016
--
SEE PLAN
CPT-1
MOHAWK
VARIANT FORM - DIFFUSE BT425
MASONRY
983
12" X 36"
SEE PLAN
INSTALL: BRICK
--
CPT-2
MOHAWK
COLOR BALANCE - GT405
MAGNETIC
979
12" X 36"
SEE PLAN
INSTALL: BRICK
--
CPT-5
MOHAWK
FIBER ART - RANDOM WEAVE BQ377
TOOLED SURFACE
999
12'ROLL
STAIRS
--
--
WC-1
-
EGD VINYL GRAPHIC
--
--
--
--
LEVEL 5 FINISH ON GYP WALL
WOM-1
SHAW
BONJOUR 11-60746
STERLING
31551
12' ROLL
SEE PLAN
RS-1
FORBO
MARMOLEUM
LAVA
3139
32M X 200 CM
ROOM 117 & 2ND FLOOR COPY AREA
INSTALL: BRICK
--
SDT-1
ARMSTRONG
EXCELON SOT
FOSSIL GRAY
51956
12" X 12"
ROOM 206
LVT-1
MASLAND
--
W1019
--
--
SEE PLAN
INSTALL: BRICK
--
TL-1
UNITED
BELLAVITA - METRO
-
PUTTY
MT36M
3" X 6"
RESTROOM BACKSPLASH TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK
-_
TL-2
DALTILE
ARTIGIANO
ITALIAN ALPS
AR93
3" X 12"
COFFEE/JUNCTION WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK PATTERN IN RANDOM ORDER ALONG
WITH TL-3 AND TL-I. TO BE 50% OF PATTERN.
--
TL-3
MARAZZI
COSTA CLARA
BEACH SAND
_
CC81
3" X 12"
_
COFFEE/JUNCTION WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK PATTERN IN RANDOM ORDER ALONG WITH TL-2 AND TL-4. TO BE 25% OF PATTERN.
TL-4
MARAZZI
_
COSTA CLARA
PEBBLE SHORE
CC81
3" X 12"
COFFEE/JUNCTION WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK PATTERN IN RANDOM ORDER ALONG
WITH TL-2 AND 11-3. TO BE 25% OF PATTERN.
--
TL-5
DALTILE
FABRIQUE
GRIS LINEN
P690
12" X 24"
RESTROOM WALL TILE
TRIM UNFINISHED EDGES WITH SCHULTER TRIM PIECE.
INSTALL: BRICK
FT-1
DALTILE
EXHIBITION
GREY
EX02
12" X 24"
RESTROOM FLOOR TILE
INSTALL: BRICK
--
PL-1
WILSONART
STEEL MESH
4879-38
RESTROOM COUNTERTOP
PL-2
FORMICA
PLATINUM
-
902-58
--
CASEWORK THROUGHOUT
--
--
QZ-1
PENTAL
QUARTZ
SPARKLING WHITE
BC190P
--
RESTROOM COUNTERTOP
POLISHED
--
QZ-2
PENTAL
QUARTZ
CRYSTAL WHITE
BQ850P
--
COFFEE & JUNCTION COUNTERTOP
POLISHED
--
RB-1
ROPPE
4"H COVED
BLACK BROWN
193
--
--
--
CG-1
CS GROUP
ACROVYN
STAINLESS STEEL
CO-8
SEE PLAN
SATIN FINISH
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSON WORLDWIDE.COM
P:<0J_-C7 0:1? 'C; ORY�
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206,408.8535
Email: LHOFFMAN@NelsonWW.com
CLIENT:
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COiUiPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
SEAL
10194
STERED
t
r
Sfq OF TON
aTY S i _W1111.
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
SECOND FLOOR FINISH
PLAN AND SCHEDULE
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
� 4-2
0
0
a
15-16" N E 27 ~ �-
AC-26 AC-26
H�
}S W
¢ ❑
2 1/2" MAX M E 2 1/2" MAX w
�o
1 SJ2" MAX 1 1/2" MAX
ADAAG ADAAG is -IV
RECTANGULAR SHOWER COMPARTMENT SEAT L-SHAPED SHOWER COMPARTMENT SEAT
6"
36" WALL
MAX
FINISH 27" AC-31 - 27" AC-26
AC-26 BACKtAC-04 AC-30 BACK MAX - a BACK MAX
on G n n3 b
M M M
z I AC-29 AC-29 ( AC-29 4
off¢
AC 32 M m ¢ AC-33 - AC-33 I M M ❑¢
M � �
(. 48" 60" MIN 60" MIN
TRANSFER TYPESTANDARD ROLL -IN STANDARD ROLL -IN TYPE
SHOWER COMPARTMENT TYPE SHOWER SHOWER COMPARTMENT
SHOWER SPRAY UNIT
CONTROL AREA 15"
18° AC-04 - AC-0
AC-26 AC-26 z
AIL-- - M M
SIDE BACK CONTROL WALL
36 X 36" WALK-IN SHOWER STALL
SHOWER SPRAY UNIT
I MAX
6„ CONTROL AREA 115"
AC-30
AC-29 MAX AC-29
A6-
M M
SIDE BACK CONTROL WALL
30" X 60" ROLL -IN SHOWER STALL
AT HIGH/LOW FOUNTAIN CENTER WHEN FOUNTAIN INSTALLED DIMENSION MAY VARY AT END STALL SEE PLAN
THE 30"X48" CLEAR SPACE AT WITHOUT AN ALCOVE, INSTALL A 36" PREFERRED, 30" MINIMUM
(56" MIN W/ WALL MTD WC
LOWER FOUNTAIN CANE APRON UNDER STANDING
60" MIN WJ FUR MTD WC)
FOUNTAIN. 5 a
w
° N 3B
16° w W 3C
3" 15" PF-OS
O MAX
o I E - (A) PLAN
I PF-04
PF-04 I I
PARTITION I !
I v II II
I I � IIII �� ICI IIAC-os IIAC-07
IIII � IIII II �
I I o, IIII %IIII II II �
I ------Jill ® O®
CENTER OF / III I ®
FOUNTAIN KNEE CLEARANCE 8" MIN 6" MAX TO TOE CLEARANCE PF-01 PF-01 PF-01
30" MIN.
(B) TYPICAL ELEVATION (C) MEN'S STALL (C) WOMEN'S STALL
2 DRINKING FOUNTAIN / 3 \ TYPICAL COMPARTMENT ELEVATION ELEVATION
AC-03
A6-0 Scale: 1/2" = V-0" A6-0 Scale: 1/4" = 1'-0"
FULL WIDTH OF WALL
OR B/S T I
AC-24
MIRROR
14"
PF-03 AC-19
I I~
PF-03 - PF-03
z_ EQ EQ o z w
g EQ z z
o �
mC N M O
I 6 N N
O
------i
(-m
Al-
30"
KNEE CLEARANCE 8" MAX. 6" MAX.
TOE CLEARANCE
(A) PLAN (B) ELEVATION (C) SECTION
36" WIDE IF ALCOVE
I5 DEEPER THAN 24"
30"
NOTE:
EQ EQ FIRST URINAL AT EVERY TOILET
ROOM TO BE ADA HEIGHT.
URINAL PARTITION
PF-02
AC-23 0 24"--1
II II I
C I PF-02
PF-02I PF-02
L_—-J ~N II II I
7B u o
¢
OR 24" STANDARD 1
14"
(A) PLAN (B) ELEVATION (C) ELEVATION
60"
18" Ct
NELSOK
6-18' Nelco Architecture, Inc.
AC-02 — CONFIGURATION BELOW ASSUMES STANDARD
TOILET PARTITIONS ON AT LEAST (2) SIDES.
AC-03 —
AC-01
9"11 X 6"W MINIMUM TOE
CLEAR FRONT & SIDE
PROVIDE ACCESSIBLE
HARDWARE AND SELF /
CLOSING HINGES, TYPICAL
(A) PLAN
17 z
¢ O
U
n32"
a g a
CUR z_
¢ v
0
- REAR WALL AC-01
AT TOILET AND SHOWERS, NO
40"
PROJECTION ALLOWED WITHIN
AREA 12" ABOVE OR 1 1/2" BELOW
39-41"
& SIDES OF GRAB BARS
z
r
12" 42"
54" Ill M M M
M
M
GRAB BAR SIDEWALL
LOCATE FLUSH CONTROL ON
OPEN SIDE OF WC COMPARTMENT
NOTES:
1. COORDINATE EXACT LOCATION BASED UPON SPECIFIED ACCESSORY
'ARTITION
I
AC-22
IF—
AC-01 I
AC-01
AC-02 I I
AC-03 - —
AC-03 I
AC-09 I
i I
II
— — —I
iL
IF-01 --
— — —
PF-01
(B) TYPICAL ELEVATION
(C) MEN'S STALL
ELEVATION
S SHOWER BARS AND BENCH 6 LAVATORY CLEARANCES 7 TYPICAL AND ACCESSIBLE URINAL g WHEELCHAIR ACCESSIBLE COMPARTMENT
A6-0 Scale: 1/4" = V-0" A6-0 Scale: 1/2" = V-0" A6-0 Scale: 1/4" = V-0" A6-0 Scale: 1/4" = 1'-0"
IF TO GRAB BAR MTD AT 35"
BOGRABBAR____.---_
CLEARANCE
BO_DISPENSER
— — —� — —
M OUTLET — —
z
—�—
SIDE WALL
24"
io
In M
M
GRAB BAR
BACK WALL
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSON WORLD W IDE.COM
o�CIJF e at=croPr
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn:LAUREN HOFFMAN
r- AC-02
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
— PF-01
AC-01
AC-03 AF-—AC-08PF-01
(C) WOMEN'S STALL
ELEVATION
FULL WIDTH OF WALL
OR B//ST NOTES: 3"
AC-24 1. UNISEX SANITARY FACILITIES SHALL BE ® DOOR FRAME
PF-03 MIRROR IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" DIA.
14" WITH 1/4" THICK TRIANGLE SUPERIMPOSED ON
AC-19 THE CIRCLE AND WITHIN THE 12" DIA. DOOR
\ PF-03 2. THE COLOR AND CONTRAST OF THE GEOMETRIC MEN
SYMBOLS SHALL BE DISTINCTLY DIFFERENT FROM
\ I W N PF-03 THE COLOR AND CONTRAST OF THE DOOR. BRAILLE O o ❑ O
_
AC-27 3. PICTOGRAMS AND/OR LETTERING ARE NOT w ❑
EQ EQ EQ EQ REQUIRED ON DOOR MOUNTED SIGNAGE. z
o — LATCH SIDE OF DOOR
=
E o
4. 3/4" LETTER HEIGHT, UPPER CASE, SANS -SERIF, 3" O
z EQ EQ ❑ z 5,� 1/32" RAISED LETTERS (UNO)
0
7
7 � -
p MIN � S. GRADE 2 BRAILLE POSITIONED DIRECTLY BELOW f
'
ao TEXT.
I ~
I I pp_0g 6. GRAPHICS ON SIGNAGE TO MATCH BJS.
L — — - AC-34 8 6 AC-28 WOME O
O
ONLY WHEN 3-
30° NOTED P' FAF-OSF-Lj BRAILLE
�)PAIII`---PLAN B ELEVATION C SECTION LATCH stDe of DOOR W _
{) () () (A) PLAN (B} ELEVATION Z Z
IL LL
10 LAVATORY CLEARANCES 11 JANITOR SINK 12 RESTROOM DOOR SIGNAGE
A6-0 Scale: 1/2" = P-0" A6-0 Scale: 3/8" = 1'-0" A6-0 Scale: 1 1/2" = 1'-0"
-- -- - ---Q -o_g
c
0 —
bo
v
e O
j
W
zd
❑
H
E
E M
E
E
v
9" MIN
h
AREA FOR CONTROLS
& HAND SHOWER
CLfEYrr
BECU
12770 GATEWAY DRIVE 5
TUKWILA, WA 98168
PROJECT
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVES., SUITES 149
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
40f84
STERe6
ECT
i
BTAIEOF yy
SEAL:
CITY STdlAF:
RECEIVED
M CITY OF TUKWILA
v v
M DEC 2 0 2019
PERMIT CENTER
TOILET PAPER TOILET PAPER TOILET
TOILET PAPER
TOILEA T PAPER TRASH
TOILET SEAT
RECESSED
EE
RECES D
RECESSED HAND
RECESSED
R CES D HOOK
LIQUID
CHANGING
SANITARY TOILET SHOWER SHOWER
MOP &
STANDARD
ACCESSIBLE PEYE7
RESTROOMS
DISPENSER DISPENSER PAPER
DISPENSER,
DISPENSER, & RECEPTACLE
COVER
PAPER TOWEL
PAPER
WASTE DRYER
PAPER
WASTE
SOAP
TABLE
PRODUCT PARTITION CURTAIN SEAT
BROOM
SHOWER HEADS SHOWER HEADS WASH
ACCESSORIES DETAILS
DISPENSER &
WASTE
TOILET SEAT
DISPENSER
DISPENSER &
TOWEL
RECEPTACLE
TOWEL
RECEPTACLE
DISPENSER
(603.5)
VENDOR
HOLDER
J CONTROLS
j CONTROLS _ STATION
WASTE
RECEPTACLE,&
COVER
WASTE
DISPENSER
DISPENSER
RECEPTACLE
TOILET SEAT
COVER DISPENSER
DISPENSER
RECEPTACLE
/
.._.
{(�f//t9E/
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
I3 TYPICAL ACCESSORIES MOUNTING HEIGHTS
L/J
A6-0 Scale: 3/8" = 1'-0"
A6 — 6
1 SUITE 149 WOMEN'S RESTROOM - 1ST FLOOR
A6-1 Scale: 3/8" = 1'-0"
g SUITE 149 WOMEN'S RESTROOM - 2ND FLOOR
A6-1 Scale: 3/8" = 1'-0"
SUITE 149 MEN'S RESTROOM - 1ST FLOOR
A6-1 Scale: 3/8" = P-O"
—jo-N SUITE 149 MEN'S RESTROOM - 2ND FLOOR
A6-1 Scale: 3/8" = 1'-0"
APPLIANCE SCHEDULE
MANUFACTUR
MODEL
INSTALLED
ID
DESCRIPTION
COLOR
LOCATION
NOTES
ER
NUMBER
BY
UNDERCOUNTER DISHWASHER
BOSCH
SGE68U55UC
STAINLESS STEEL
COFFEE & JUNCTION,
GC
CONNECT DRAIN TO SINK TAILPIECE WITH DRAIN AND WATER SERVICE &
AP-1
SEE SHEET A8-1
SHUT OFF BY PLUMBING CONTRACTOR. PROVIDE W/ EASTMAN AIRGAP
FITTING A- SINK.
FREESTANDING BOTTOM FREEZER
KITCHENAID
KRBR102ESS
STAINLESS STEEL
GC
22CU.FT. 33" WIDTH FULL DEPTH
AP-2
REFRIGERATOR
COFFEE MAKER
NEWCO
RC-2AF
STAINLESS STEEL
COFFEE & JUNCTION,
GC
WATER SERVICE & SHUT OFF BY PLUMBING CONTRACTOR
AP-3
SEE SHEET A8-1
MICROWAVE
SHARP
R-21LCFS 1000 WATTS
STAINLESS STEEL
COFFEE & JUNCTION,
GC
AP-4
SEE SHEET A8-1
FREESTANDING ICE DISPENSER
MANITOWOC
SFA-291
STAINLESS STEEL
COFFEE &JUNCTION,
GC
AP-5
SEE SHEET A8-1
AP-6
UNDERCOUNTER REFRIGERATOR
SUMMIT
FF63BBISSHVADA
STAINLESS STEEL
WELLNESS, SEE SHEET
GC
Al-1
AP-7
COUNTERTOP ICE MACHINE
FOLLETT
7CISOOA-NW-CF-ST-00
STAINLESS STEEL
GC
--
AP-8
GRAB & GO REFRIGERATOR
AVAN11
-
JUNCTION, SEE SHEET
OWNER/VENDOR
Al-1
AP-9
GRAB & GO FREEZER
AVANTI
JUNCTION, SEE SHEET
OWNERIVENDOR
Al-1
AP-10
SELF -CHECKOUT CASHIER KIOSK
AVANTI
_
JUNCTION, SEE SHEET
OWNER/VENDOR
Al-i
AP-11
DRY GOODS SHELVING
AVANTI
_
JUNCTION, SEE SHEET
OWNERIVENDOR
Al-1
SUITE 157 RESTROOMS - 1ST FLOOR
A6-1 Scale: 3/8" = V-O"
--- -------------
PLUMBING FIXTURE SCHEDULE
INSTALLED
ID
DESCRIPTION
MANUFACTURER
MODEL NUMBER
LOCATION
NOTES
BY
PF-01
TOILET
KOHLER
TO BE SELECTED BY DESIGN/BUILD VENDOR FOR
GC
RESTROOMS
COLOR: WHITE
BECU APPROVAL
PF-02
URINAL
KOHLER
TO BE SELECTED BY DESIGN/BUILD VENDOR FOR
GC
MENS RESTROOMS
COLOR: WHITE
BECU APPROVAL
PF-03
LAVATORY
KOHLER
CAXTON K-2210
GC
RESTROOMS
COLOR: WHITE
PF-04
DRINKING FOUNTAIN/BFS (ADA)
ELKAY
ELKAY EZH2O MODEL LZSTL8WSLK (DRINKING
SEE ENLARGED
PROVIDE ELKAY EXH2O 115V/60HZ I PHASE, WATERSENTRY PLUS 3000
INDOOR WALL MOUNT
FOUNTAIN W/ BOTTLE FILLING STATION)
GC
PLANS
PF-04
WATER BOTTLE FILLER
ELKAY
ELKAY EZH2O MODEL LZWSSM
GC
SEE ENLARGED
PROVIDE ELKAY EXH2O 115V/6011Z 1 PHASE, WATERSENTRY PLUS 3000
FILTERED SURFACE MOUNT
PLANS. WITH
DRINKING
FOUNTAIN
PF-09
FAUCET
SLOAN OPTIMA SENSOR
ETF-80 HARDWIRED
GC
RESTROOMS
CHROME
FAUCET
PF-10
FLOOR DRAIN NICKEL BRONZE
]AY R. SMITH MFG. CO.
2005-A
GC
RESTROOMS
PROVIDE TRAP PRIMER, PRECISION PLUMBING PRODUCTS P/N-PO-500
ROUVD ADJUSTABLE STRAINER
PF-11
TRAP SEAL
JAY R. SMITH MFG. CO.
2692
GC
RESTROOMS
IAPMO LISTING REQUIRED, SIZE TO MATCH FLOOR DRAIN
DRAIN INSERT (NO TRAP
CONNECTION. FLOOR DRAIN BUCKET REQUIRED IF DEBRIS IS
PRIMER)
EXPECTED TO ENTER DRAIN.
PF-12
WELLNESS ROOM SINK
JUST MANUFACTURING
SLN-ADA-2019-A-GR
GC
WELLNESS, SEE
SINGLE BOWL-INTEGRA DRAIN -DROP IN -18 GAUGE STAINLESS
SHEET Al-1
STEEL-ADA COMPLIANT WITH FAUCET LEDGE
PF-13
WELNESS ROOM FAUCET
AMERICAN STANDARD
COLONY PRO COLLECTION - 7074.000.002
GC
WELLNESS, SEE
COLONY PRO SINGLE -HANDLE KITCHEN FAUCET
SHEET AS-1
COLOR: FINISHED CHROME (002)
PF-14
DOUBLE COMPARTMENT SINK
JUST MANUFACTURING
JUST DL-ADA-1925-A-GR, WITH BASKET
GC
COFFEE &
S.S. DOUBLE COMPARTMENT, COUNTERTOP
STRAINER 251 X 19"W X 6 1/2"D
JUNCTION, SEE
SHEET Al-1 , A1-2,
AND A8-1
PF-15
FAUCET FOR JUNCTION AND
KOHLER
SIMPLICE K-597-CP
GC
COFFEE &
COLOR: POLISHED CHROME
COFFEE SINK
JUNCTION, SEE
_
SHEET A8-1
PF-16
GARBAGE DISPOSAL
INSINKERATOR
RUGGED GALBANIZED STEEL CONSTRUCTION
GC
COFFEE &
PROVIDE 120V/60HZ,6.3 AMPS
INSINKERATOR BADGER 5 WITH 1/2HP
JUNCTION, SEE
SHEET A8-2
PF-17
ICE MAKER BOX
IPS CORPORATION OR
WATER TTTE PLASTIC ICE MAKER OUTLET BOX
GC
RECESSED IN WALL. ICE -MAKER TO INCLUDE HS-5061 DRAIN PUMP
PLASTIC OUTLET BOX
COORDINATE WITH
COFFEE &
ASSEMBLY AS NEEDED
CUSTOMER
JUNCTION
PF-18
INST-HOT WATER DISPENSER
INSINKERATOR
INSINKERATOR MODEL
GC
PROVIDE INSINKERATOR STAINLESS STEEL TANK AND FILTRATION
INDULGE MODERN HOT/COOL
FHC3300
COFFEE &
SYSTEM
FAUCET
JUNCTION
ACCESSORIES SCHEDULE
ID
DESCRIPTION
MANUFACTURER
MODEL NUMBER
COLOR
LOCATION
INSTALLED BY
NOTES
AC-01
1-1/2" DIA. VERTICAL GRAB BAR
BOBRICK
B-6806 X 18
STAINLESS STEEL
RESTROOMS
GC
18" LONG, SATIN FINISH
AC-02
1-1j2" DIA. TWO -WALL TOILET
BOBRICK
B-6897
STAINLESS STEEL
RESTROOMS
GC
42" X 54", SATIN FINISH
COMPARTMENT BAR
AC-05
TPDISPENSER
BOBRICK
B-2888
STAINLESS STEEL
RESTROOMS
GC
SURFACE MOUNTED
AC-10
SANITARY DISPOSAL
BOBRICK
B-270
STAINLESS STEEL
WOMENS
GC
SURFACE MOUNTED
RESTROOMS
AC-11
SEAT COVER DISPENSER
BOBRICK
B-221
STAINLESS STEEL
RESTROOMS
GC
SURFACE MOUNTED
AC-12
PAPER TOWEL DISPENSER & WASTE
PER VENDOR
PER VENDOR
PER VENDOR
RESTROOMS
PER VENDOR
RECEPTACLE
AC-18
SURFACE MOUNTED HAT AND COAT
BOBRICK
B-682
BRIGHT -POLISHED
RESTROOMS
MOUNTING HEIGHT TO BE (1) ADA AND (1) NON-ADA
HOOK
STAINLESS STEEL
GC
HEIGHT
AC-19
AUTOMATIC LIQUID SOAP
RESTROOMS
COORDINATE WITH TENANT
DISPENSER
GC
AC-21
SANITARY PRODUCTS VENDOR
BOBRICK
B-3706-25
STAINLESS STEEL
WOMENS
GC
SEMI -RECESSED
RESTROOMS
AC-22
TOILET STALL PARTITIONS
ACCURATE
FLOOR ANCHORED/OVERHEAD
STAINLESS STEEL
RESTROOMS
GC
BRACED
AC-24
CHANNEL FRAME MIRROR
BOBRICK
B-165 2460
STAINLESS STEEL
RESTROOMS
GC
SIZE:24"W X 60"H
INSTALL TOP OF THE MIRROR TO BE AT 6'-0" AFF
AC-35
URINAL PARTITIONS
ACCURATE
WALL -HUNG SCREENS
MENS RESTROOMS
STAINLESS STEEL
GC
.NelcArchitecture, Inc.
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
PROJECT DIRECTORY:
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KAATHWEG@NelsonWW.eom
Attn: LAUREN HOFFMAN
Tel: 206,408.8535
Email: LHOFFMAN@NelsonWW.com
CLIENT'
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT:
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVES., SUITES 149
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
ESEVIEWED FOR
CODE COtViPLIANCE
APPROVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
SEAL:
WoF-LA��O,
rrE
CITY STAMP:
RRECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
ENLARGED RESTROOM
PLANS
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
A6_ 1
91
in
CONFERENCE 105 AV ELEVATION
Scale: 3/8" = V-0"
(1) DUPLEX 15 A]
DEDICATED C
(4) DATA CATSe
PULLED BAC1,
RACK
CABLE CUBBY 50C
TELEVISION SIZE 1
PLYWOOD REVEAL
NEW POWER OUT
NEW DATA OUTLE
/-5CONFERENCE 116 AV ELEVATION
A7-1 J scale: 3/8— 1'-0"
�—o
(1) DUPLEX 15 AMP
DEDICATED CIRCUIT
(3) DATA CAT5e CABLES
3'16" PULLED BACK TO IDF
RACK
CABLE CUBBY 500
• TELEVISION SIZE OUTLINE
PLYWOOD REVEAL
ih
/-9 -1\ CONFERENCE 203 AV ELEVATION
\IA7-1,/ scale: 3/8" = 110"
(1) DUPLEX 15 AMP
DEDICATED CIRCUIT
(3) DATA CATSe CABLES
PULLED BACK TO IDF
RACK
CABLE CUBBY 500
TELEVISION SIZE OUTLINE
PLYWOOD REVEAL
(1) CONFERENCE 106 AV ELEVATION
A7-1 / Scale: 3/8" = V-0"
CONFERENCE 214 AV ELEVATION
Scale: 3/8" = V-0"
EX 15 AMP
CATED CIRCUIT
.CATSe CABLES
:D BACK TO IDF
3BY Soo
)N SIZE OUTLINE
REVEAL
CONFERENCE 110 AV ELEVATION
Scale: 3/8" = V-0"
(1) DUPLEX 15 AMP
DEDICATED CIRCUIT
(4) DATA CATSe CABLES
PULLED BACK TO IDF
RACK
CABLE CUBBY 500
TELEVISION SIZE OUTLINE
PLYWOOD REVEAL
NEW POWER OUTLET
NEW DATA OUTLET
(1) DUPLEX 15 AMP
DEDICATED CIRCUIT
(4) DATA CAT5e CABLES
PULLED BACK TO IDF
RACK
CABLE CUBBY 500
TELEVISION SIZE OUTLINE
PLYWOOD REVEAL
NEW POWER OUTLET
NEW DATA OUTLET
r8--\ CONFERENCE 205 AV ELEVATION
A7-1 / Scale: 3/8" = 1'-0"
(1) DUPLEX 15 AMP
DEDICATED CIRCUIT
(3) DATA CAT5e CABLES
PULLED BACK TO IDF
RACK
CABLE CUBBY 500
TELEVISION SIZE OUTLINE
PLYWOOD REVEAL
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NELSONWORLDWIDE.COM
IRO JECT VIFECTOR)
Tenant/Building Owner:
BECU
Attn: JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
CLIENT
BECU
12770 GATEWAY DRIVE S
TUKWILA, WA 98168
1'1-'-1JFCj'
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149 &*,W
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
'LD -"R REV'EV" CODE C 011"011 l� L �IA N (C E
APPROVED
'-W'LL' 'IR
0 'PL'ANCE
APPROVED
D
JAJN222020
City of Tukwila
BUILDING DIVISION
SEAL:
T
T
S-TAT4E �O�F T�W%S
RE(;LIVLU CITY 57-77
CITY OF TUKWILA
DEC 2 o 2019
PERMIT CENTER
ELEVATIONS
Proj. #: 19.0003305.001 Reviewed BY: UH/NG
Drawn By: CF
A7-1
A.,
J AB-2 NELSOK ,& i Nelco Architecture. Inc.
TL-2 (50%), TL-3 (25%), AND
TL-4 (25%)INSTALLED IN
BRICK PATTERN IN RANDOM
ORDER BACKSPLASH —
EDGE OF WALL
PLAM MICROWAVE SHELF.
PROVIDE ACCESS TO
ELECTRICAL OUTLET
QZ-2COUNTER TOP . ,
A.N.S.I: APPROVED PLAM
SINK CABINET (NO
BOTTOM @ BASE) WITH
A.N.S.I.- COMPLIANT SINK
& FAUCET
LOWER CABINETS WITH
DRAWER, DOOR AND
ADJUSTABLE SHELF
24"
WATER C���Ir
MW /ICE l
A8-2.
00
3 EQ 24" 36" i 3'-6"
CLEAR FOR CLEAR FOR
DISHWASHER FRIGERATC
1 1ST FLOOR COFFEE ELEVATION
AS-1 Scale: 3/8" = V-0"
4 JUNCTION ISLAND ELEVATION -FRONT
A8-1 Scale: 3/8" = V-0"
OF WALL
2 AS-2
PLAM COUNTER TOP AND
BACKSPLASH
'v
PROVIDE DIVIDER ON INTERIOR
SHREDDER BIN CASEWORK WITH
OPENING FOR SHREDDED PAPERS.
sue.,
WITH C410A LOCK
LOWER CABINETS WITH DRAWERS,
DOORS AND ADJUSTABLE SHELF,
TYP
_..
-
3 EQ
2 EQ
5"
2ND
FLOOR COPY ELEVATION
i•Il�flllll _.
p13035 p
AS-1 / Scale: 3/8" = V-0"
0
M
5 15
v
^' A8-2 A8-Z
a
M
F
�
20"
4 EQ
27"
2 EQ
CLEAR FOR COPIER
2 1ST FLOOR COPY ELEVATION
AB-1 Scale: 3/8" = 1'-0"
c�
c
w in
ry
v
TL-2 (50%), TL-3 (25%), .
TL-4 (25°! )INSTALLED IN
BRICK PATTERN IN RAND
ORDER BACKSPLASH. —
1PPER CABINET -NO DOORS
PL-2)
PLAM MICROWAVE SHELF.
PROVIDE ACCESS TO
ELECTRICAL OUTLET '
'LAM COUNTER TOP AND
3ACKSPLASH
QZ-2 COUNTER TOP —
tOVIDE DIVIDER ON INTERIOR
A.N.SI: APPROVED PLAM
iREDDER BIN CASEWORK WITH
SINK CABINET (NO
PENING. WITH C410A LOCK
BOTTOM @ BASE) WITH
A.N.S.I: COMPLIANT SINK
& FAUCET
.OWER CABINETS WITH
LOWER CABINETS WITH
)RAWERS, DOORS AND
DRAWER, DOOR AND
ADJUSTABLE SHELF. TYP
ADJUSTABLE SHELF —
ACT CEILING
QUARTZ COUTERTOP
14" 40" (QZ-2)
2 EQUAL
T-2 1/2"
JUNCTION ISLAND ELEVATION -BACK
AS-1 Scale: 3/8" = 1'-0"
PLASTIC LAMINATE FACE
PANEL(PL-2)
CUTOUTS FOR
HORIZONTAL DUPLEX
OUTLETS, BY OTHERS
-' 1! /I !I ,I. I / I1.=`
1 6" (, 3 EQ 24" 36" 17" L 3'-6"
CLEAR FOR CLEAR FOR
DISHWASHER REFRIGERATOR
JUNCTION ELEVATION
A8-1 J Scale: 3/8" = V-0"
FILLER PANELS
END ASNEEDE
UPPER CABINE
DOORS (PL-2)
UNDERCABINE
2ND FLOOR COPY ELEVATION
ASd' Scale: 3/8" = 1'-0"
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W. NELSON WORLDWIDE.COM
ACT DIRECT01W
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KAATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
CLPNT:
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
0Jf-CT:
BECU
BUILDING 9
TENANT IMPROVEMENT
GATEWAY DRIVE SUITES
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12J20%19
R
EV!EV''J% D i tJti
CODE CoN)PLIANCE
APP{,t:C,/ED
JA1d 22 2020
City of Tukwila
BUILDING DIVISION
senL:
W_1�
OF
LITI'STAfAP:
RECEIVED
CITY OF TUKWILA
DEC 2 0 2019
PERMIT CENTER
CASEWORK
ELEVATIONS
Proj. #: 19.0003305.001 Reviewed By:
LH/NG
T r �
San. sr<�n
SEE RCP
1 SHELVING - UPPERS
AB-2 Scale: 1 1/2" = 1'4'
SCHEDULED CEILING
INTERIOR:
PLASTIC LAMINATE
ADJUSTABLE SHELVES:
PLASTIC LAMINATE ON 3/4"
PARTICAL BOARD;SELF EDGE
(2)SHELVES PER CABINET
UNO. PROVIDE PINS
CONTRACTOR TO PROVIDE
METAL SHELF PINS
FRENCH CLEATS
UNDER CABINET LIGHT
FIXTURE, WHERE OCCURS
FINISH UNDER EDGE OF
VALANCE
LINE OF SCHEDULED PARTITION
SCHEDULED PARTITION
4" BACKSPLASH TO MATCH
OUNTERTOP WHERE OCCURS (SEE
ELEVATION); PROVIDE CLEAR
ti
13111111
/--2-'\ MILLWORK DETAIL W/ DRAWER
AB-2 Scale: 1 1/2" = V-0"
COUNTERTOP:
a ' QUARTZ WITH EASED EDGES
DRAWER:
'LASTIC L AMINATE ON 3/4"
'ARTICLE BOARD FRONT WITH
L/2" HARDWOOD SIDES AND
1/4" HARDWOOD BOTTOM
1ARDWARE TBD BY TENANT
INTERIOR:
VVHITE MELAMINE
ADJUSTABLE SHELVES:
'LASTIC LAMINATE ON 3/4"
'ARTICLE BOARD;SHELF EDGE C
,1) SHELF PER CABINET UNO.
'ROVIDE PINS >
DOOR:
w
'LASTIC LAMINANTE ON 3j4" w
'ARTICLE BOARD, SELF EDGE N
FRAME:
3/4" PARTICLE BOARD; ADD
=RTW BLOCKING AS
REQUIRED
SCHEDULED BASE
SNE OF FINISHED FLOOR
SEALANT AT WET LOCATIONS WHERE
T-O"
BACKSPLASH IS NOT SPECIFIED
COUNTERTOP:
COUNTERTOP:
3,
4 QUARTZ WITH EASED
PLASTIC LAMINATE WITH EASED EDGES
EDGES
DRAWER: '"
PLASTIC LAMINATE ON 3/4"
�¢¢
PARTICLE BOARD FRONT WITH
J
1/2" HARDWOOD SIDES AND
RECYCLING/TRASH
1/4" HARDWOOD BOTTOM INTEGRATE A
INTERIOR: iv RECEPTACLE, 10.5
HARDWARE TBD BY TENANT LOW PROFILE
WHITE MELAMINE '~ GALLON
INTERIOR: BRACKET
VINYL EDGE BANDING
WHITE MELAMINE
TO MATCH DOOR PLAM.
ADJUSTABLE SHELVES:
DOOR:
Z
'LASTIC LAMINATE ON 3f4" O
PLASTIC LAMINATE ON
'ARTICLE BOARD;SHELF EDGE
3/4" PARTICLE BOARD,
:1) SHELF PER CABINET UNO. 4
'ROVIDE PINS
SELF EDGE
1 I
DOOR:
PLASTIC LAMINANTE ON 3/4" W
PARTICLE BOARD,SELF EDGE W
�
I I
FRAME:
I I FRAME:
314" PARIICLE BOARD; ADD
I I 3/4" PARTICLE BOARD;
FRTW BLOCKING AS
I ( ADD FRTW BLOCKING
REQUIRED
I I AS REQUIRED
SCHEDULED BASE
� ( INTEGRAL TOE KICK
LINE OF FINISHED FLOOR
I I "3- WITH RUBBER BASE
t_ _ _ _ _ J COVE REMOVED.
LINE OF FINISHED
PI nno
5 MILLWORK DETAIL W/ DRAWER - PLASTIC LAMINATE C6MILLWORK DETAIL W/ TRASH
AS-2 Scale: 1 1/2" = 1'-0" A8-2 Scale: 1 1/2" = 1'-0"
SCHEDULED PARTITION
4" BACKSPLASH TO MATCH
OUNTERTOP WHERE OCCURS (SEE
ELEVATION); PROVIDE CLEAR
SEALANT AT WET LOCATIONS WHERE
3ACKSPLASH IS NOT SPECIFIED
COUNTERTOP:
J,, QUARTZ WITH EASED EDGES
DRAWER:
PLASTIC L AMINATE ON 3/4"
PARTICLE BOARD FRONT WITH
1/2" HARDWOOD SIDES AND
1/4" HARDWOOD BOTTOM
HARDWARE TBD BY TENANT
INTERIOR:
WHITE MELAMINE
4DJUSTABLESHELVES.
'LASTIC LAMINATE ON 3/4"
'ARTICLE BOARD;SHELF EDGE
;1) SHELF PER CABINET UNO.
'ROVIDE PINS
DOOR:
PLASTIC LAMINANTE ON 3/4"
PARTICLE BOARD,SELF EDGE
FRAME:
3/4" PARTICLE BOARD; ADD
=RTW BLOCKING AS
REQUIRED
SCHEDULED BASE
-INE OF FINISHED FLOOR
T-0"
�� /-4 \ MILLWORK W/ EQUIPMENT BELOW
3� MILLWORK DETAIL W/ DRAWER A8-1 scale: 11/2" = V-0"
A8-2 Scale: 1 1/2" = 1'-0"
r ACCESSIBLE SINK W/ DOOR "—T-
AB-2 Scale: 1 1/2" = 1'-0"
d9iI91143P17d4\!INNlr..
4" BACKSPLASH TO MATCH OUNTERTOP
NHERE OCCURS (SEE ELEVATION);
'ROVIDE CLEAR SEALANT AT WET
.00ATIONS WHERE BACKSPLASH IS NOT
SPECIFIED
WO11likI4: [73
I QUARTZ WITH EASED EDGES
'ROVIDE'RAKKS'CLEAT @ SIDE WALL IF
JO ADJACENT CABINETS ARE AVAILABLE
-OR COUNTERTOP SUPPORT; PROVIDE
RAKKS' CONCEALED BRACKET AT ANY
JPEN ENDS AND AT UNY UNSUPPORTED
.ENGTHS GREATER THAN 36"
HARDWARE TBD BY TENANT
PROVIDE VALVE FOR
WATERLINE SUPPLY
APRON & DOOR:
'LASTIC LAMINANTE ON 3/4" PARTICLE
30ARD; SELF EDGE, PROVIDE INTEGRAL,
rOEKICK
INTERIOR:
VJHTTE MELAMINE
-INE OF FINISHED FLOOR, CONTINUE
TO WALL
4" BACKSPLASH TO
MATCH COUNTERTOP
WHERE OCCURS (SEE
ELEVATION); PROVIDE
CLEAR SEALANT AT
WET LOCATIONS
WHERE BACKSPASH IS
NOT SPECIFIED
COUNTERTOP:
PLASTIC LAMINATE
WITH EASED EDGES
SHREDDING
COLLECTION BINS
DOOR:
PLASTIC LAMINATE ON
3/4" PARTICLE BOARD
FRAME:
3(4" PARTICLE BOARD;
I ADD FRTW BLOCKING
AS REQUIRED
INTEGRAL TOE KICK
3" WITH RUBBER BASE
L _ _ _ _ _ _ _ -J COVE REMOVED.
LINE OF FINISHED
MILLWORK W/ BINS BELOW FLOOR
A8-S % Scale: 1 1/2" = V-0"
iCHEDULED PARTITION
ULL HEIGHT BACK SPLASH TILE
:OUNTERTOP:
ZUARTZ WITH EASED
EDGES
)UTLET WHERE OCCURS
SCHEDULED EQUIPMENT
INISHED END PANEL BEYOND
INE OF FINISHED FLOOR,
EXTEND INTO ALCOVE
Z
' E
)_
SCHEDULED PARTITION
Ln
FIXED SHELF:
PLASTIC LAMINATE ON
w
3/4" PARTICLE BOARD,
SELF EDGE
LU
O
tiN
LU
— PROVIDE OUTLET
03
j—
FOR EQUIPMENT,
z
TYPICAL
Z
L
in
COUNTERTOP:
24"
I QUARTZ WITH
Z
i FASED EDGES
O
I
r4
J
LU
W
W
1n
in
HARDWARE TBD BY
TENANT
DRAWER:
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W.NELSONWORLDWIDE.COM
ei-.`OJc CT DIRECTORY'
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206,815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KAATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
REVIEvfL-- i-uR ._
CODE CCAv.PLIANCE
JAN 22 2020
City of Tukwila
BUILDING DIVISION
10UoF-A,#1NGMN
SEAL:
PLASTIC L AMINATE ON 3/4"
CITY STAr✓,P:
Z
O
PARTICLE BOARD FRONT WITH
RECEIVED
_
1/2" HARDWOOD SIDES AND
CITY OF TUKWILA
INTERIOR:
1/4" HARDWOOD BOTTOM
WHITE MELAMINE
FRAME:
DEC 2 0 2019
LU
3/4" PARTICLE BOARD;
W
ADD FRTW BLOCKING
w
In
AS REQUIRED
PEF: vli l (.EN TER
SCHEDULED BASE
CASEWORK DETAILS
3" "v LINE OF FINISHED
FLOOR
CASEWORK TOWER
Proj. #: 19.0003305.001 Reviewed By: LH/NG
16
Drawn By: CF
A8-2 Scale: 1 1/2" = -0"
1'
A VR- Z
DOOR, AND FRAME SCHEDULE: NELSON
DOOR TYPES FRAME TYPES
Nelco Architecture, Inc.
PER SCHEDULE PER SCHEDULE PER SCHEDULE PER SCHEDULE B/S PER SCHEDULE T-0" Tl'P TYP
6" 6"
vv uv vu A A
(TG)
DOOR TYPE F DOOR TYPE FG DOOR TYPE L FRAME TYPE i FRAME TYPE 3
FLUSH FLUSH WITH FULL FLUSH WITH WITH RELITE
GLASS BOTTOM LOUVER
TRANSITION DETAILS
r DOOR
CARPET TILE
I I I
---- SCHLUTER, JOLLY FLOOR TRANSITION
-RESILIENT FLOORING
IVN 1
v
U 1 \
CARPET T 3 RESILIENT FLOORING TR-1
t
��- —DOOR
CARPET TILE INSTALLED WITH ADDED PAD
SCHLUTER, SCHIENE FLOOR TRANSITION
I
L — — — — — —� TILE NOTE:
�? (SUB FLOOR TO BE LEVELED BEFORE
J APPLICATION OF FINISH MATERIAL)
CARPET TO TILE FLOORING TR-3
GROUP 1 - PASSAGE SET - SINGLE DOOR
(INTERIOR, NON -LOCKABLE, NON -RATED)
HINGES
MORTISE PASSAGE LATCHSEI (ANSI F01)
STRIKE PLATE
STOP
SILENCERS (@ HM FRAMES)
GROUP 4 - OFFICE LOCKSET - SINGLE DOOR W/ CLOSER (interior, locking
both sides: key)
HINGES
MORTISE OFFICE LOCKSET (ANSI F04)
STRIKE
CLOSER
STOP
SILENCERS (@ HM FRAMES)
GROUP 15 - STORAGE ROOM LOCKSET - SINGLE DOOR (LOCKS
AUTOMATICALLY, UNLOCKS WITH KEY: OUTSIDE)
HINGES
STOREROOM LOCKSET (ANSI F07)
STRIKE
CLOSER
STOP
SILENCERS (@ HM FRAMES)
GROUP 19 - RESTROOMS - SINGLE PUSH/PULL DOOR
HINGES
PUSH PLATE
PULL
CLOSER
STOP
SILENCERS (@ HM FRAMES)
10"H KICKPLATE
GROUP 20 - WELLNESS/PHONE ROOM LOCKSET -
SINGLE DOOR (LOCKS INSIDE W/ THUMBTURN)
HINGES
PRIVACY LOCKSET W/ PRIVACY INDICATOR (ANSI F22)
STRIKE
CLOSER
STOP
SILENCERS (@ HM FRAMES)
ASSEMBLY
r DOOR
CARPET TILE
I I I
---- SCHLUTER, JOLLY FLOOR TRANSITION
-RESILIENT FLOORING
IVN 1
v
U 1 \
CARPET T 3 RESILIENT FLOORING TR-1
t
��- —DOOR
CARPET TILE INSTALLED WITH ADDED PAD
SCHLUTER, SCHIENE FLOOR TRANSITION
I
L — — — — — —� TILE NOTE:
�? (SUB FLOOR TO BE LEVELED BEFORE
J APPLICATION OF FINISH MATERIAL)
CARPET TO TILE FLOORING TR-3
GROUP 1 - PASSAGE SET - SINGLE DOOR
(INTERIOR, NON -LOCKABLE, NON -RATED)
HINGES
MORTISE PASSAGE LATCHSEI (ANSI F01)
STRIKE PLATE
STOP
SILENCERS (@ HM FRAMES)
GROUP 4 - OFFICE LOCKSET - SINGLE DOOR W/ CLOSER (interior, locking
both sides: key)
HINGES
MORTISE OFFICE LOCKSET (ANSI F04)
STRIKE
CLOSER
STOP
SILENCERS (@ HM FRAMES)
GROUP 15 - STORAGE ROOM LOCKSET - SINGLE DOOR (LOCKS
AUTOMATICALLY, UNLOCKS WITH KEY: OUTSIDE)
HINGES
STOREROOM LOCKSET (ANSI F07)
STRIKE
CLOSER
STOP
SILENCERS (@ HM FRAMES)
GROUP 19 - RESTROOMS - SINGLE PUSH/PULL DOOR
HINGES
PUSH PLATE
PULL
CLOSER
STOP
SILENCERS (@ HM FRAMES)
10"H KICKPLATE
GROUP 20 - WELLNESS/PHONE ROOM LOCKSET -
SINGLE DOOR (LOCKS INSIDE W/ THUMBTURN)
HINGES
PRIVACY LOCKSET W/ PRIVACY INDICATOR (ANSI F22)
STRIKE
CLOSER
STOP
SILENCERS (@ HM FRAMES)
ASSEMBLY
DOOR
FRAME
DOOR GENERAL NOTES:
1. PROVIDE BLOCKING AT EACH WALL STOP.
2, ALL DOOR HARDWARE SHALL BE LEVER TYPE MEETING ACCESSIBILITY
DESIGN REQUIREMENTS.
3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING
CYLINDERS. KEY CYLINDERS TO OWNER'S REQUIREMENTS AND BUILDING
STANDARDS.
4. REFER TO DOOR & DOOR FRAME FINISH SCHEDULE FOR DOOR FINISHES.
5. ALL GLASS PANELS AT DOORS TO BE TEMPERED GLASS.
6. ALL GLASS WINDOW/PANELS/RELITE UP TO 18" FROM DOORS, TO BE
TEMPERED GLASS.
7. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED
FLOOR, BY [1/4"1 INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND
TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN
FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED
TO ACCOMMODATE THESE UNDERCUT CONDITIONS.
8. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH
PAINTABLE WHITE LATEX CAULK.
9. ALL FLOOR TRANSITIONS & TRANSITIONS STRIPS TO COMPLY WITH
ICC/ANSI A117.12009.
10. AL FLOOR TRANSITIONS & TRANSITIONS STRIPS TO COMPLY WITH
ICC/ANSI A117.1 2009.
ABBREVIATIONS
ALUM ALUMINUM
AN CLEAR ANODIZED ALUMINUM
B/S BUILDING STANDARD
CL CLEAR FINISH
F FLUSH
FF FACTORY FINISH
F/H FULL HEIGHT (TOP OF FRAME TO ALIGN WITH CEILING)
FG FULL GLASS
GL GLASS
HM HOLLOW METAL
(L) LAMINATED GLASS
PT PAINT FINISH
SC SOLID CORE
SS STAINLESS STEEL
STL STEEL
ST STAIN FINISH - B/S
(TG) TEMPERED GLASS
WD WOOD
V.I.F. VERIFY IN FIELD
DOOR & DOOR
FRAME FINISH SCHEDULE
ID
MANUFACTURER
STYLE
COLOR
NUMBER
NOTES
CONTACT
DR-1
FORMICA
--
OAK ON ASH
9282-NG
"MADE TO ORDER", SOLID CORE DOORS
LAUREN HENLEY: LAUREN.HENLEY@FORMICA .COM (206)214-7744
FR-1
TBD
TBD
ALUMINUM
ALUMINUM
FP-2
TBD
TBD
ALUMINUM
ALUMINUM
--
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WW W.NELSON WORLDWIDE.COM
PROJEG i DIRECTORY.
Tenant/Building Owner:
BECU
Attn: JOIE MISSIAEN
Tel: 206,815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attu: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NelsonWW.com
Attn:LAUREN HOFFMAN.
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
CzIENT
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT:
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149 &JK
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
CODE CC'iV, NCG
AF=u CIVED
JAN 22 2020
City of Tukwila
BUILDING DIVISION
SEAL
10194
Gi ED
i T
Al LA
' STATE OF HlryOTON
RECEIVED STnP"P.
CITY OF TUKWILA
DEC, 2 0 2019
PERMIT CENTER
DOOR, RELITE, FRAME
TYPES AND SCHEDULE
Proj. #: 19.0003305,001 Reviewed By: LH/NG
Drawn By: CF
A9-1
STRUCTURE METAL STUD TRACK. MATCH NON-STRUCTURAL METAL FRAMING NOTES AND NELSOK
/> --� —gym PARTITION STUD PROPERTIES.
SLOTTED DEEP LEG DEFLECTION TRACK. ANCHOR TO DEFLECTION BRACKET. AN TO / \ d% ! PARTITION AS SCHEDULE r1 / POWER DRIVEN FASTENERS LIMITING HEIGHTS - Nelco Architecture, Inc.
STRUCTURE X - _ STRUCTURE WITH HILIT X-U (OR XU15) UNIVERSAL
KNURLED SHANK POWDER DRIVEN FASTENER WITH
MIN. 1" EMBEDMENT @ 16" O.C. (FOLLOW
MANUFACTURER'S INSTRUCTIONS).
E
HOLD GYP. FASTENERS
AT FIRE -RATED PARTITIONS REPLACE TRACK WITH FIRE
BACK 2-1/2" FROM EDGE.
DEFLECTION TRACK. ADD 5/8"TYPE W GYP BOARDS ON
PARTITION
BOTH SIDES. LAYERS TO MATCH RATING
AS SCHEDULE
REQUIREMENTS. CONNECT GYP DIRECTLY TO FIRE
DEFLECTION TRACK AND SEAL TO STRUCTURE ABOVE.
STRUCTURE
FILL FLUTES W/ FIRE PROOF EXPANSION
FOAM AT ACOUSTICAL AND FIRE RATED
PARTITIONS. CAN BE SUBSTITUTE W/
-
SOUND ATTENUATION BLANKET & SEALANT.
SLOTTED DEEP LEG
DEFLECTION TRACK
METAL STUD
PARTITION EXTEND TO STRUCTURE ABOVE
1 PARTITIONS TOP AND BOTTOM BRACING DETAILS
A9-2 Scale: N/A
STRUCTURE W/ HILTI X-U (OR XU15)-
UNNERSAL KNURLED SHANK POWDER
DRIVEN FASTENER W/ MIN. 1"
EMBEDMENT @ 16" O.C. GALV. (FOLLC
MANUFACTURER'S INSTRUCTIONS),
SCHEDULED CEILING PER PLAN —/
1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) _111L
BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK)
PARTITION EXTEND TO BOTTOM OF CEILING
GALV. STEEL DEEP LEG DEFLECTION TRACK.
ANCHOR TO STRUCTURE WITH HILTI X-U (OR
XU15) UNIVERSAL KNURLED SHANK POWDER
DRIVEN FASTENER WITH MIN. 1" EMBEDMENT @
16" O.C. GALV. (FOLLOW MANUFACTURER'S
INSTRUCTIONS). `O
GENERIC METAL STUD, MATCH F_
PARTITION REQUIREMENTS.
PARTITION EXTEND ABOVE CEILING
GENERIC METAL STUD, MATCH
PARTITION REQUIREMENTS.
PARTITION BRACING BRACKET. CAN BE
SUBSTITUTE W/ CONT. 20 GA. TRACK
ABOVE THE CEILING. BOLTED TO
PARTITION HEAD TRACK. TYP. 16" OC.
—PARTITION AS SCHEDULE
BASE AS SCHEM
FINISH FLOOR PER PLANS
BOTTOM TRACK DETAIL
(2) #10 SCREWS
B' MAX 8' MAX B' MAX 8' MAX S' MAX 2' MAX
PARTITION AS SCHEDULE
� LATERAL BRACING
PER DETAILS
ABOVE (TYP.)
SCHEDULED CEILING LATERAL BRACING SCHEMATIC PLAN
PER PLAN (NO CASEWORK)
OR EXPANSION ANCHORS TO
CONCRETE. TYP. 24" OC.
CONTINUES FIRE PROOF SEALANT
ON BOTH SIDES AT ACOUSTICAL
AND FIRE RATED PARTITIONS.
NOTES:
1. LATERAL BRACING IS TO BE INSTALLED ON
TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT
INTERSECTIONS WITH WALLS AT LEAST 4 FT.
LONG. (PER TYP. PART. PLAN)
2. TEMPORARY ATTACHMENT OF PARTITION TOP
TRACK TO THE GRID IS PERMITTED TO ALIGN
AND SET THE WALL UNTIL PERMANENT
BRACING IS PROVIDED. REMOVAL OF THE
TEMPORARY HOLDING SCREWS IS UP TO THE
DISCRETION OF THE SPECIFIC LOCAL
BUILDING OFFICIAL. CONTRACTOR TO
VERIFY.
3. PROVIDE BRACING AT ANY PERMANENTLY
PARTITION THAT IS NOT ATTACHED TO
CEILING GRID.
3" SOUND ENCAPSULATED ATTENUATION
BLANKET, REQ'D 24" BEYOND BOTH
SIDES OF PARTITION @ ACOUSTICAL
PARTITION
1/4" NEOPRENE COMPRESSIBLE GASKET
(CONTINUOUS) BETWEEN STUD TRACK
AND CLG (ADHERE TO TRACK)
ACOUSTIC CEILING TILES, REFER TO RCP
METAL EDGE TRIM (200-B)
FOR MTL STUD SPACING REFER TO STUD
SIZE CHART.
1 LAYER, 5/8" GWB, BOTH SIDES.
SOUND ATTENUATION BLANKET (FULL STUD
DEPTH),REQ'D @ ACOUSTICAL PARTITION.
BASE, REFER TO FINISH SCHEDULE
FINISH FLOORING, REFER TO FINISH
SCHEDULE
NOTE: PROVIDE BRACING AT ALL DOOR
JAMBS AND AT UNSUPPORTED LENGTHS OF
_ WALL AT 12' O.C. MAX. SEALANT @
_ BOTTOM TRACK @ ACOUSTICAL PARTITION
ONLY
IA NONRATED; U.O. CLG - 3 5/8" STUDS
is NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 3 5/8" STUDS
>_Z \ PARTITION TYPES 1A & 1B
A9L-2� Scale: NA
EXISTING STRUCTURAL DECK
PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE FOLLOWNG CRITERIA FOR
NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS:
A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE
CHARTS PROVIDED BELOW:
• CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING
MATERIALS.
• SUBSTITUTIONS: CONSTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECT'S APPROVAL PRIOR TO
ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS.
B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR
LEVEL TO THE STRUCTURAL SYSTEMS MAYBE ONE OR MORE OF THE FOLLOWING CONDITIONS:
• FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR
OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'.
• MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK
ABOVE.
LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT
TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE,
INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN
CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA
PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING
HEIGHTS.
• FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD)
LIMITING HEIGHT CHART"
• FOR NON-COMPOSIIE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO
THE " NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART "
C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS,
APPLICABLE BUILDING CODES AND THE A.H.J.
CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD PARTITIONS THAT EXTEND TO
UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE
PARTITIONS ARE LOCATED.
STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL
GUIDE) EXAMPLE,"600S162-54": 600 = 6" MEMBER DEPTH, S = CSJ (STEEL STUD), 162 = 1-5/8" FLANGE
WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE
COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800)
D. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE
LATERALLY BRACED TO THE STRUCTURE, UNO. BRACING SHALL BE INDEPENDENT FROM THE CEILING SPLAY BRACING
SYSTEM.
COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART
GAUGE & MIL:
25 GA
22 GA
20 GA
20 GA
18 GA
16 GA
14 GA
18 MIL
27 MIL
30 MIL
33 MIL
43 MIL
54 MIL
68 MIL
STUD
SPACING
LIMITING HEIGHTS
SIZE
OC
*NOTES #1
24"
11'-3"
12'-2"
12'-7"
12'-5"
1T'
(250)
16"
IT-10"
13'-11"
14'-S"
14'-3"
14'-9"
12"
14'-2"
IV-4"
15'-10"
IT-8"
1T-9"
3-5/8"
24"
13"-2"
14'-5"
14'-6"
15'-3"
16'-3"
17'-8"
(350)
TV
15'-2"
16'-6"
16'-7"
17-5"
18'-0"
19'-7"
12"
164"
18'-2"
18'4'
19'-2'
19'-7"
21'4"
6„
24"
16'.4"
21'_3"
21'-6"
22'4"
25'-7"
27'_0"
28'_9"
(600)
16"
20'-1"
24'4'
24'-7"
25'-6"
28'4"
3W-0"
32'-0"
12"
22'-9"
26'-9"
2T-I"
28'-l"
30'-7"
32'-6"
34'-B°
81,
24"
30'-6
32'-6"
35'-9"
(800)
16"
I
A'34'-4"
36'-8"
39'-0"
12"
37-6"
40'-0"
43'4"
FOR MTL STUD SPACING REFER TO STUD
* NOTES:
SIZE CHART.
1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED
IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6
1 LAYER, 5/8" GWB, BOTH SIDES. EXTEND
TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND I&, OC FOR
TO UNDERSIDE OF STRUCTURAL DECK
STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 BC SECTION 1607.14) AND L/240 (PER 2015 BC TABLE
1604.3).
- SOUND ATTENUATION BLANKET (FULL STUD
DEPTH),REQ'D @ ACOUSTICAL PARTITION.
BASE, REFER TO FINISH SCHEDULE
SEALANT AT BOTTOM TRACK @ ACOUSTICAL
PARTITION
FINISH FLOORING, REFER TO FINISH
SCHEDULE
NOTE: ALL PENETRATION, OPENINGS, ETC.
IN PARTIION (ABOVE CLG) ARE TO BE
FILLED W/INSUL. AND SEALANT (AROUND)
AS REQ'D @ FIRE AND ACOUSTICAL RATED
PARTITIONS TO MAINTAIN RATING
3A NON -RATED; ACOUSTICAL - 3 5/8" STUDS
3B NON -RATED; ACOUSTICAL W/ INSUL. - 3 5/8" STUDS
3 PARTITION TYPES 3A & 3B
A9-2 Scale: NA
CAP CONDITION
METAL CORNER BEAD
CONTINUOUS FRTWD BLOCKING
1 LAYER, 5/8" GWB. EACH SIDE; WRAP TOP
FOR MTL STUD SPACING REFER TO STUD
SIZE CHART.
12" x 12" x 1/8" STEEL ANGLE. BOLT TO
FLOOR & STUDS. LOCATE @ FREE ENDS OF
WALL, CORNERS, AND 6'-0 O.C. MAX
BASE, BOTH SIDES; REFER TO FINISH
SCHEDULE
FINISH FLOORING, REFER TO FINISH
SCHEDULE
NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART
GAUGE & MIL:
25 GA
22 GA
20 GA
20 GA
18 GA
16 GA
14 GA
18 MIL
27 MIL
30 MIL
33 MIL
43 MIL
54 MIL
68 MIL
STUD
SPACING
LIMITING HEIGHTS
SIZE
OC
*NOTES #1
2-1/2"
24"
&_311^
9'-10"
10'-2"
10'-6"
11'-5"
(250)
16
9'-7"A
11'-3"
11'4"
12-0"
13'-0"
12"
10'-6"A
12'-5"
12'-9"
1T-2"
IW-4"
3-5/8'
24"
Y-3"
12'-5"
13'-4"
14'-0"
15'-3"
16'-4"#
17'-5"#
(350)
16"
11'4'
1514"
IT-6"
16-0"
17-5"
18'-811#
19'-11"#
12"
IT -I"
16'-6"
17'4"
17-7"
19'-2"
20'-6"#
21'-11"#
6"
24"
17-6"*
18'-10"
20'-6"
22'-10"
2W.6"
26'-2"
(600)
16"
21'-6"*
22'-11"
23'-9"
26'-l"
28'-0"
30'-0"
12"
24'-4"*
25'-2"
26-2"
28'-9"
30'-10"
33'-0"
811
24"
28'_8"
31'_i"
3T-4"
(800}
16'
32'-9"
35'-7"
38'-1"
1T,
36'-1"
39'-2"
4V-11"
* NOTES:
1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 BC SECTION 1607.14) AND L/240 (PER 2015 BC
TABLE 1604.3) ARE REQUIRED.
2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS
AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S
REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL
*: REQUIRES WEB STIFFENERS REQUIRED AT ENDS.
^: HEIGHTS APPLY TO "BRACED AT 48" OC METAL FRAMING."
#: HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING."
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
WWW.NEL.SONWORLDWIDE COM
Tenant/Building Owner:
BECU
Attn:JOIE MISSIAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408.8537
Email: KMATHWEG@NeisonWW.com
Attn:LAUREN HOFFMAN
Tel: 206.408.8535
Email: LHOFFMAN@NelsonWW.com
cutrn
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
' F�'CJJEC7:
BECU
BUILDING 9
TENANT IMPROVEMENT
13035 GATEWAY DRIVE S., SUITES 149 & Ig
TUKWILA ,WA 98168
Description: No: Date:
PERMITTET 12/20/19
REVIEWEL ram;=2
CODE C(DiMiPLIANCE
APPROVED
JAN 22 2029
City of Tukwila
BUILDING DIVISION
10UOVfV.
ADAM
RECEIVED
CITY OF TUKWILA
DEC ,2 0 2019
PERMIT CENTER
PARTITION DETAILS
155 PARTIAL HEIGHT; 2 1/2" STUDS
4 PARTITION TYPES 15B
A9-2 Scale: NA
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
`
( .®
((
AJ—G
LAY -IN LIGHT FIXTURE --, \ -TYPICAL 12 GAUGE HANGER WIRE/ ACT CEILING, GENERAL NOTES:
6'-0" 12'-0" 6'-0"
MAX MAX MAX - ADDITIONAL CROSS TEES
WHERE 2'-0" X 2'-0" GRID
b
OCCURS
� HEAVY DUTY MAIN RUNNER
Zo E ' ' � CROSS TES AT T-0" OC \
MAIN BEAMS AT 4'-0" OC
f ID I--� � � Gi p HEAVY DUTY MAIN RUNNER
12 GAUGE VERTICAL HANGER ATTACH FIXTURE HOUSING TO CEILING
WIRES AT 4'-0" OC MAX TYP SYSTEM WITH SELF TAPPING METAL
HEAVY DUTY CROSS RUNNER - SCREWS ONE AT EACH CORNER
MAIN RUNNER
01. COMPLY WITH REQUIREMENTS FOR DESIGN AND INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS PER
CODE.
02, THE FOLLOWING NOTES SHALL APPLY FOR CEILING SYSTEMS WHOSE TOTAL WEIGHT INCLUDING AIR CONDITIONING
GRILLS AND LIGHT FIXTURES DOES NOT EXCEED FOUR (4) PSF. CONTRACTOR SHALL PROVIDE ENGINEERED SHOP
DRAWINGS FOR ANY HEAVIER CEILING SYSTEMS. PROVIDE GRID SEPARATION JOINTS FOR ANY GRIDS OVER 2,500 SF
OR PROVIDE CALCULATIONS DEMONSTRATING ALTERNATE METHOD OF ACCOMMODATING LATERAL DISPLACEMENT.
03. 12 GA (MIN) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING ALONG MAIN
RUNNERS. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES UNLESS SPECIFICALLY APPROVED BY CODE
AUTHORITY. ALL MAIN TEES SHALL BE HEAVY DUTY. CROSS TEES SHALL NOT DEFLECT MORE THAN 1/360 SPAN.
04. PROVIDE 12 GA HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR
WITHIN 25/64 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. END
CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED HORIZONTAL FORCES MAY
BE USED IN LIEU OF THE 12 GA HANGER WIRES SUBJECT TO CODE AUTHORITY REVIEW AND APPROVAL,
05. PROVIDE TRAPEZE OF OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING.
PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR
DISCONTINUOUS AREA. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER SLOPING
WIRES.
tO
�- 12 GAUGE HANGER WIRES
NOTES: �� �,y+
06. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALL. CEILING GRID MEMBERS SHOULD BE
w
AT PERIMETER TYP
LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CURRENT CODES, WHERE CEILING LOADS
EXPANSION SLEEVE
AT LEAST 23/64 INCH FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE
_
z
(INCLUDING LIGHT FIXTURES) ARE TO BE TAKEN AS NOT LESS THAN 4# PER SQ. FOOT & NOT SUPPORTING INTERIOR
END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 23/64 INCH CLEAR OF WALL.
-
8" MAX OR 1/4 THE (4) DIAGONAL BRACE WIRES
PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER
07. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT
o
0 8,LENGTH OF THE AT 12'-0" X 12'-0" GRID MAX,
INTERSECTION AND SPLAYED 90 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS
WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING.
m BEAM/CROSS TEE SEE DETAIL WALL ANGLE, TYP
SHALL BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN W-O" FROM WALL. ATTACHMENT OF THE RESTRAINT
PROVIDE ALL ITEMS AS NECESSARY TO COMPLY WITH NEW 2016 BC REQUIREMENTS.
x WHICHEVER IS LESS
WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL TWO ADDITIONAL WIRES AT
o
OPPOSITE CORNERS (MAY BE SLACK] OF LIGHT FIXTURE HOUSING AND ATTACHMENT
OF CEILING REGISTERS WITH SAME.
08. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT THE
N WALL ANGLE, TYP
START OF WIRE TO BE NO LESS THAN 8 INCHES FROM PERIMETER WALL.
FOLLOWING SPACING: (A) PLACE SETS OF BRACING WIRES NOT MORE THAN 8 FEET BY 12 FEET ON CENTER. (8)
0 ACOUSTICAL CEILING SUSPENSION SYSTEM, DIAGRAMATIC PLAN
2 LIGHT FIXTURE INSTALLATION
3 CEILING SEISMIC JOINT
PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 23/6
FFS THE SPACING GIVEN IN (A) ABOVE FROM EACH
PERIMETER WALL AND AT THE EDGE OF VERTICAL CALLING OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED
1
A9-3
45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT.
m A9-3 Scale: 1J8" = 1'-0"
A9-3 Scale: 3" = 1'-0"
Scale: 6" = 1'-0'
SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED WITHOUT SPECIAL OSHPD APPROVAL.
09. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRS WITH 4 TIGHT TURNS. MAKE
�-
ALL TIGHT TURNS WITHIN A DISTANCE OF 1-23/64 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE
SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH
BRACE 3/4" DIA, RIGID METAL CONDUIT AS
MTL STUD COMPRESSION STRUT
THE DIRECTION OF THE FORCES ACTING ON THE WIRE.
N
12 GAUGE
SHOWN OR 25 GA STEEL STUDS
FOR SIZE & NO SEE SCHED
`^
HANGER WIRE
(ALTERNATIVE) ALTERNATE (180°) DIRECTION
BELOW. ATTACH @ PURLIN
10. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6INCHES FROM ALL UNBRACED DUCTS, PIPES,
w
8" MAX
STRUCTURE ABOVE
EVERY OTHER BRACE. FLATTEN END AND
4 - #12 GA SEISMIC
ABOVE W/ 2#8 SHT MTL SCREWS.
CONDUIT, ETC., IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT
a
BEND, SCREW TO TOP TRACK OF PARTITION
SPLAY BRACE WIRES
DO NOT ATTACH TO STIFFENERS.
EXCEEDING 1(2" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO CODE AUTHORITY.
m
G
OR 1(4 OF LENGTH OF
END CHANNEL
SPLAYED SEISMIC
BRACING WIRE
WITH SELFTAPPING SHEET METAL SCREW,
TO OF
SI. WHEN DRILLED -IN CONCRETE ANCHORS OR SHOT -IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER
WHICHEVER IS LESS
SCREW OTHER END UNDERSIDE
2 - #12 14 GA SCREWS
WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED -IN CONCRETE ANCHORS
LL
STRUCTURE ABOVE.
@ STUDS TO T-BAR
ARE USED FOR BRACING WIRES, i OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS INTENSION. SHOT -IN OR
/
(AT UNATTACHED WALLS)
45°TYPICAL
DRILLED -IN ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BE TESTED.
O
W
PROVIDE 3/4" CLEAR FROM
12. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT
RUNNER
SPACE BRACE AT 4'-0" OC ALTERNATE
OF THE FIXTURES.
z
OAS
CLIP
SPLICE SHALL BE A
4s° THRU CONNECTION
CONNECTIONS
A5. IN
M
DIRECTION (180°)EVERY BRACE
---
13. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE
SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A
-
(SNAP
ARE UNACCEPTABLE)
MAIN RUNNER-
45° TYPICAL
MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO
THE STRUCTURE ABOVE. ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL
°-
"' E
c°
HEAVY DUTY
MAIN BEAM
SCREW TO T-BAR WITH 2 #10 SCREWS
CROSS TEE
FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE
INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE
4S�CREW
STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA. WIRES INCLUDING
z
MAX. HT OF COMPRESSION STRUT
THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.
0 o
e o o e e voACOUSTICAL
eo0 o e o 0-----0-S
UD SIZE SINGLE STUD DOUBLE STUD
14. ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE
1-5/8"x 20 GA SS 7'-8" IV.8"
INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRS EACH ATTACHED TO THE FIXTURE OR TERMINAL
CEILING TILE ASSEMBLY
2-1/2" x 20 GA SS T-7" 16'-6"
AND TO THE STRUCTURE ABOVE.
dTTACHED
WALLS) - CROSS TEE
W TIGHTENED THROUGH MAIN RUNNER WEBRICTING
3.1/2" x 20 GA SS T-4" 2T-9"
15. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING
SEPARATION FROM WALL MOLDING
MAIN BEAM
8ODS200.54 29'-0"
RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS
1.5/8"x 20 GA WC 10'-0" IV-6"
THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE.
L ANGLE, 2" DEEP AT FREE STANDING SIDE.
# ATTACH DOUBLE STUD WEB TO RANGE W/ #6 SCREW @ 18" OC
16. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR
°-
TYPICAL DETAIL
SUSPENDED CEILING SEISMIC BRACING
COMPRESSION STRUT DETAIL - OVER
12'
CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE
SPECIAL
5 GRID CONNECTIONS,
r7_-�
FIXTURE. DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID.
O
A9-3 Scale: 3" = 1'-0'
A9-3 Scale: 1 1(2" 1'-0"
A9-3 Scale: 3" = 1'-0"
17. FOR WOOD STRUCTURE SUBSTITUDE NAILS WITH: 1/4" DIA X 3" LONG -CLOSED EYE WOOD SCREWS.
-
`Ci
18. ALL COMPONENTS OF CEILING GRID SHALL BE CLASSIFIED "HEAVY DUTY".
COMPRESSION STRUT:
ANGLE CLIP - PINNED TO
19. AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT
o
STEEL SECTION WITH UR RATION OF 200 MAXIMUM.
CEILING STRUCTURE AND
WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS TO PREVENT LATERAL SPREADING. WHERE THE
m
ATTACH TO MAIN RUNNERS WITH 1/4" MB AND TO
BOLTED TO VERTICAL
PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 8" OR LESS, THIS INTERLOCK IS NOT
6" 4'-0" S'-0" 8'-0" 4'-0"
BOTTOM OF
STRUCTURE WITH 3/16" DIA POWDER -DRIVEN STUD.
COMPRESSION BRACE
REQUIRED. -
MAX.
MAX. MAX.
51RUCTURE ABOVE
1/2" CHANNEL ATCOMPRESSION
STRUT MFR.„AX,
20. COMPRESSION STRUTS:
I
7(g" 26 GA MIN HAT CHANNELS
-_._-_._----2'-0"
O.C. EACH
Z11LIRECTION FOR1
DONN, SEE CEILING BRACING
a. COMPRESSION STRUTS SHALL NOT REPLACE HANGER WIRES.
AT 2'-0" OC MAX.
16 GA. METAL TRACK
ATERAL BRACE
TYPICAL 12 GA. HANGER WIRE SET IN
DETAIL FOR SPACING
b. ATTACH COMPRESSION STRUTS TO MAIN BEAMS WITHIN 2" OF CROSS TEE.
MAIN RUNNER: 1 1/2" CHANNELS AT
MAIN
CONCRETE SLAB ABOVE COMPRESSION
REQUIREMENT
c. THE ATTACHMENT AT THE TOP SHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE STRUT.
`�
4'-0OC MAX.
STRUT PER SF GEN APPROVAL 301 R-28-2
`w
10 GA HANGER WIRE
S2 GA p LAY WIRES AT
m
.--_--
#12 GAUGE VERTICAL HANGER WIRES
A5°
�
2°
----..-----
4S°
4 WAY 45 DEGREE 12 GA.
TWO 12 LL' SPLAY WIRES AT
45° PARALLEL TO CROSS TEES
45 PARALLEL O MAIN TEES
-4
AT 4'-0" OC MAX. TYP.
MAX
LAERA BRACING �""
GYPSUM BOARD CEILING, GENERAL NOTES:
z o
-rvy
w
g
CHANNEL
51. SUSPENDED CEILING SYSTEMS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LOCAL CODS
ui
AND INTERPRETATIONS MAY BE USED AS ADDITIONAL GUIDELINES.
H,
52. MATERIALS ARE TO COMPLY WITH APPLICABLE ICC/ ANSI STANDARDS. GYPSUM BOARD IS ONE LAYER OF 1/2" OR 5(8" .
=-
LOCKING CROSS TEES AT
TYPICAL
53. DETAILS OF CONSTRUCTION:
w o
(4) DIAGONAL BRACE WIRES AT
4 0 OC TYPICAL
HANGER WIRES
m
9i
2:
8'-0' X 12'-0' GRID MAX., SEE DETAIL.
I
2"
AT 4'-0" OC
A. CEILINGS SHOULD NOT SUPPORT MATERIALS OR BUILDING COMPONENTS OTHER THAN GRILLS, LIGHT FIXTURES,
a__
Mqr
SMALL ELECTRICAL CONDUITS, SMALL DUCTS AND THE LIKE. ALL SUCH COMPONENTS SHOULD BE SUPPORTED
EITHER
#12 GAUGE HANGER WIRES AT PERIMETER, TYP.
DIRECTLY FROM MAIN RUNNERS, OR BY SUPPLEMENTAL FRAMING, WHICH IS SUPPORTED BY MAIN RUNNERS.
g
CONDUIT SCHEDULE
2„
NO VERTICAL LOADS OTHER THAN GAYLORD DEAD LOAD SHOULD BE APPLIED TO CROSS -FURRING.
5/8" TYPE 'X- GYPSUM BOARD OVER
1 1/2" CARRYING
UP TO 4' LONG: 3j4" DIA CONDUIT
M'2r
B. ANY COMBINATION OF HANGERS AND MAIN RUNNERS LISTED IN THE LOCAL BUILDING CODES ARE ACCEPTABLE,
7/8" METAL FURRING AT 24" ON CENTER
CHANNEL AT 4'-0" O.C.
4' TO 5' LONG: 1" DIA CONDUIT MAIN TEES
AT 4'-0' O.C.
PROVIDED THEY MEET OR EXCEED THE FOLLOWING;
5' TO 8' LONG: 1 1(2" DIA CONDUIT
0
8' TO 12' LONG: 2" DIA CONDUIT
C. VERTICAL HANGER WIRES ARE NO. 8 GAGE AND GALVANIZED; HOWEVER, IF CEILING IS NON -ACCESSIBLE, A NO. 12
GAGE WIRE MAY BE USED.
GYP BOARD CEILING SUSPENDED SYSTEM, DIAGRAMATIC PLAN
10 TYPICAL SEISMIC GYPSUM BOARD CEILING
11 COMPRESSION STRUT DETAIL - 12' MAX
D. MAIN RUNNER ARE 1 1/2" CHANNELS, 1.12 #/FT MINIMUM, HOT ROLLED.
g
A9-3
A9-3 Scale: 3" = 1'-0"
A9-3 Scale: 3" = 1'-0"
E. MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND INTERLOCKING FLANGES 12" MINIMUM AND TYING NEAR EACH
o Scale: 1/8" = i'-0"
0
END WITH DOUBLE LOOPS OF NO. 16 GAGE WIRE. -
o
F. CROSS -FURRING SHOULD BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES 8" MINIMUM AND TYPING NEAR
M
o
8" MAX
OR 14 OF LENGTH OF THE END RUNNER
/
8" MAX
OR 1 4 OF LENGTH OF THE END RUNNER
/
EACH END WITH DOUBLE LOOPS OF NO. 16 GAGE WIRE.
54. ALL RECESSED OR DROP -IN LIGHT FIXTURES SHOULD BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR BY
o;
WICHEVER IS LESS
8 GA HANGER WIRE WITH
WHICHEVER IS LESS
*SHOT IN ANCHORS NOT ALLOWED FOR BRACING WIRES
3/4"
SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS.
rn
3 TURNS WITHING 1 1/2"
MAX.
55. SURFACE MOUNTED FIXTURES SHOULD BE ATTACHED TO A MAIN RUNNER WITH A POSITIVE CLAMPING DEVICE MADE OF
v (
1/2"
-PARTITION STRUCTURAL ELEMENT
�
MATERIAL WITH A MINIMUM OF 14 GAUGE TYPE. ROTATIONAL SPRING CATCHES DO NOT COMPLY.
STRUCTURAL
b STRUCTURAL ELEMENT
8 GA HANGER WIRE WITH
1
-
z
56. SEISMIC BRACE TO CEILING ABOVE AS FOR ACOUSTICAL TILE SUSPENSION SYSTEM. USE #12 DIAGONAL WIRES SPACED
a
U
MIN 1 1 2" X 1.12 #/FT
/
WIRES MINIMUM MAIN RUNNER
3 TURNS WITHIN 1 i(2"
i
' I STRUCTURAL CONCRETE OR STEEL DECK
(SEE GENERAL NOTE 17 FOR WOOD STRUCTURE)
ON AN 8' X 12' GRID FOR HOSPITAL AND WITHIN 6'- 0" OF WALLS. SEISMIC BRACE TO BE LOCATED AT INTERSECTION OF
@ W-O" OC MAX
MAIN RUNNER AND CROSS -FURRING MEMBER. PROVIDE CONNECTION BETWEEN DIAGONAL WIRES AND MAIN RUNNER
m
1 1/2" X 1.12 #/FT MINIMUM,
SO AS TO PREVENT SLIPPING FOR A 200# APPROXIMATE SEISMIC LOAD.
w 1 1(4" MIN EMBEDED
-
- 1 3/8" X 7(8" X GA GALVANIZED =
MAIN RUNNER @ 4'-0" OC MAX
HILTI X-U (OR XU15}
57. ALTERNATE SYSTEM -DESIGN AS A DIAPHRAGM, MAY BE ACCEPTABLE.
@ CONCRETE
ANGLE WITH ATTACHMENT TO ry
L
UNIVERSAL KNURLED
DIAPHRAGM RATIOS: HORIZONTAL 3:1 1-1/2:1
a'
STRUCTURE NOT FINISH WITH (1)
\
SHANK POWDER DRIVEN I
,VERTICAL
#8 SMS @ 16" OC OR SHOT .145
FASTENER W/ MIN 1"
58. ACCESS PANEL TO BE 2' X 2' MIN. FLASH WITH CEILING, FINISH TO MATCH ADJACENT CEILING. COORDINATE
--
1(2�- DIA PIN @ 16" OC @ CONCRETE
--
EMBEDMENT @ 16" OC PER
LOCATIONS WITH CONSULTANTS AND SUBS AS NEEDED.
`D
MIN WALL 1 1/4" MINIMUM EMBEDED
7/8" 26 GA MINIMUM HAT CHANNEL
MANUFACTURER'S
a"\�
INSTRUCTIONS
(1) S-12 SMS @ EACH CHANNEL
1
2 1/4" X 7/8" X GA
STEEL STRAP 1"
CEILING CLIP "HILII" OR
!
GALVANIZED ANGLE
-
WIDE X 2" LONG X
EQUIVALENT (12 GAUGE
E WITH #8 SMS @ 16"
12 GAUGE MINIMUM
X 3/4" WIDE MIN}
z OC OR .145 DIA
(1) S12 SMS @ EACH CHANNEL
LENGTH r41N RFQ STRUT RSU P.
W SHOT PINS @ 16"OC
a @ CONCRETE WALL 1
- 7/8" 26 GA MINIMUM HAT CHANNEL
_
_
_
- '
4 TIGHTMIN
3 TIGHT
TURNS, MIN
4' 0.24IN 158IU20 0.410
0.410
r 250IU20 0.399
}350IU20
,D 1/4" MINIMUM
GPM BOARD
L 0.382
ri EMBEDED
\
+-� GYP BOARD
- SPLAYED SEISMIC
VERTICAL HANGER
1 i(4" 6' 0.36IN 400IU20 0.380
-
a;
0
TAPE ALL JOINTS AND FINISH AS SPECIFIED
_"_-- TAPE ALL JOINTS AND FINISH AS SPECIFIED
BRACING WIRE
WIRE
8' 0.48IN C3 5/8xC20 0.594
WALL FINISH
10, 0.60IN C3 5/8XC20 0.594
WALL FINISH
1 5/B"
v 13 GYP BOARD PERIMETER
PERPENDICULAR TO RUNNER
14 GYP BOARD PERIMETER PARALLEL TO RUNNER
15 CEILING HANGER WIRE TO STRUCTURE
* STUDS & PROPERTIES AS LISTED BY M.S.M.A.
oA9-3 Scale: 6" = 1'-0"
a
A9-3 Scale: 6" = V-0"
A9-3 Scale: 3° = 1'-0"
6777, Zk Nelco Architecture, Inc.
1200 Fifth Ave., Suite 1300
Seattle, WA 98101
Phone: (206) 408-8500
W W W. NELSON W ORLDWIDE.COM
PROJECT DIRECTORY:
Tenant/Building Owner:
BECU
Attn: 301E MISSTAEN
Tel: 206.815.5131
Email: JOIE.MISSIAEN@BECU.com
Architect:
NELSON WORLDWIDE
Attn: KATIE MATHWEG
Tel: 206.408,8537
Email: KMATHWEG@NelsonWW.com
Attn: LAUREN HOFFMAN
Tel: 206.408.853E
Email: LHOFFMAN@NelsonWW.com
CLIENT:
BECU
12770 GATEWAY DRIVE S.
TUKWILA, WA 98168
PROJECT.
BECU
BUILDING 9
TENANTIMPROVEMENT
13035 GATEWAY DRIVE 5., SUITS 149
TUKWILA ,WA 98168
Description: No: Date:
PERMIT SET 12/20/19
SEAL:
10194 AIAM
R ! TERE
rrec
SE
STATED To
CITY STAMP,
RECEIVED
CITY OF TUKWILA
DEC, 2 0 2019
PERMIT CENTER
TYPICAL CEILING
DETAILS
(FOR REFERENCE)
Proj. #: 19.0003305.001 Reviewed By: LH/NG
Drawn By: CF
A9-3