HomeMy WebLinkAboutPermit D19-0310 - MACY'S - BASEMENT, CHILDREN'S DRESSING AREA AND OFFICE AREA WITH NEW DOORMACY'S
500 SOUTHCENTER MALL
AP N : 3597000246
EXPIRED
06/14/2021
D19-0310
Parcel No:
Address:
0
��^�xx � ^U
~~�^� ��o Tukwila
Department of Community Development
630O8outhcerterBoulevard, Suite #10U
Tukwila, Washington 981A8
Phnne:206-432'367O
Inspection Request Line: 2Q0-43Q'g350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
3597000246 Permit Number: D19-0310
Project Name: MACY'S
Issue Date: 11/26/2019
Permit Expires On: 5/24/2020
Owner:
Contact Person:
Name:
Contractor:
Address:
License No:
Lender:
FEDERATED DEPT STORES INC
7VV7THSTATTN: TAX DEPARTMENT
-SHF,C|NONNAT|,WA, 45302
ER|[KO[H
O]O3lSQTHAVE NE, STsZSD'
REDMOND, WA, 9885Z
Phone: (425)636-8006
THE S[|CONSTRUCTION GROUP INC Phone: (646) 789-4564
Z6'lOSK|LLMANAVE, LONG ISLAND
CITY, NY, 11101
AE[3996 Expiration Date:
EOO5OUTM[ENTERMALL, TUKVV|U\
VVA,98l88
DESCRIPTION OF WORK:
BASEMENT ' CONSTRUCT NEW FITTING ROOM FOR INTIMATE APPAREL. BASEMENT MODIFY DOORS |NTHE
CHILDRENS DRESSING AREA. 3RD FLOOR - INSTALL NEW FURRING ON PERIMETER WALLS, WING WALLS, REMOVE
FITTING ROOMS AND CHANGE INTO OFFICE AREA WITH NEW DOOR.
Project Valuation: $75/000.00
Type ofFire Protection: Sprinklers: YES
Fire Alarm:
Type nfConstruction: 118
Electrical Service Provided by. TUKWILA
Fees Collected: $2'255D7
Occupancy per IBC: M
Water District: TUKVV|LA
Sewer District: TUKVV|LA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
VVACities Electrical Code:
VVA[Z96-468:
VVAState Energy Code:
2017
2017
Public Works Activities:
Chonne|ization/SthpinQ:
[u/b[ut/Access/5dewa|k:
Fire Loop Hydrant:
Flood Control Zone:
Hau|inQ/Overs|zeLnad:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: O Fill: U
Number: O
Permit Center Authorized Signature:
IDae:
|headycertify that | have read an dthispennbandknmwthesametnbetrueandcnrnsL All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting ofth� � me���a�mh��v�|a���noe|the po�do��any n�er
�oteorlocal |aw� �ruoUonnrthe pe�ormanceofvvork. |amauthohzedtosign and obtain this
development �o�he��ndhinnoa�a i�
, ' -
Signature:
Print Name:
Date:
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 issuspended orabandoned for aperiod ofl8Odays from the last inspection.
PERMIT CONDITIONS:
1: 'BUILDING PERMIT COND0ONS***
Z: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. AS[E7,Chapter 13.
5: Partition walls shall not betied tuasuspended ceiling grid. All partitions greater than Ofeet inheight shall
belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed inthe State ofWashington, Periodic special inspection isrequired during
anchorage ofstorage racks 8feet urgreater inheight.
g: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
9: 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.
10: 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).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3,5 feet (1067 mm) above the floor, The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
17: Maintain fire extinguisher coverage throughout.
18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1010.1.9)
19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle is engaged from inside the tenant space. (IFC Chapter 10)
20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1010.1.9.1)
22: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1018.1)
23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436and #2437)
��
26: Fire protection systemsumx be maintained in accordance with the oriOinw,nxtaUadon standards for that
»yotem. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled oradded to. Alterations tnfire protection systems
shall bedone inaccordance with applicable standards. (|FC9UI.4)
27: Afire alarm system is required for this project. The fire alarm system shall meet the requirements of
NfP.A.7Zand City Ordinance #Z437.
28: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been
obtained. (City Ordinance #Z437)(iF[9012)
29: 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)
30: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
31: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth inTable No. 80J.1lnfthe International Building Code.
32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
33: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention
Bureau at(ZOG}57S4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (3D6)438'9350
1700 BU|L0NGF|NAL**
1400 FIRE FINAL
0409 FRAMING
0606 GLAZING
0502 LATH/GYPSUM BOARD
0406 SUSPENDED CEILING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. 03/0
Project No,
Date Application Accepted: q tq
Date Application Expires: 3 - c;s -Do
(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.: 359700-0246
500 Southcenter Mall
Site Address: Suite Number:
Tenant Name: Macys
PROPERTY OWNER
Name: Macys, Chris Oconnell
Address: 500 Southcenter Mall
City: Tukwila State:
WA
Zip: 98188
CONTACT PERSON — person receiving all project communication
Name: Eric Koch, Partners Architectural Design Group,
Address: 8383 158th Ave NE, Suite 250
City: Redmond State: WA Zip: 98052
Phone: 425-636-8006 x 105
Email: Eric@padgi.com
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
Name: Eric Koch, Partners Architectural Design Group,
Address: 8383 158th Ave NE, Suite 250
City: Redmond State: WA Zip:
98052
Phone: 425-636-8006 x 105
Email: Eric@padgi.com
GENERAL CONTRACTOR INFORMATION
Company Name: ,.
to be det.
Address:
City:
State:
Zip:
Phone:
St Contr Reg No.:
Exp Date:
Tukwila Business License No.:
Floor: Bsmt / 3rd
New Tenant: . Yes El ..No
ARCHITECT OF RECORD
Company Name: Partners Architectural Design Group, Inc.
Address: 8383 158th Ave NE, Suite 250
City: Redmond state: WA Zip: 98052
Phone: 425-636-8006 x 105
Email: Eric@padgi.com
ENGINEER OF RECORD
Company Name:
n/a
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: 44/..a- tyt Actt t
Address: co 50144
,...)...41. ps. LA_
City: en jy.....tdi LA
State: L4 kr_ Zip:9
1&&
MONTHLY SERVICE BILLING -or- WATER METER
REFUND/BILLING
Name: Macys, Chris Oconinell
Address: 500 Southcenter Mall
City: Tukwila State:
WA
Zip:
98188
Phone: 650-341-3333 x 4128
WAPermit Center (Rachelle)\Applications \Word \ Construction Permit Application Revised 6-2019,docx
Revised: June 2019
Page 1 of 3
BUILDING DIVISION INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 75,000.00 Existing Building Valuation: $
Describe the scope of work (please provide detailed information): Basement - construct new fitting room for intimate apparel
Basement - modify doors in the childrens dressing area. 3rd Floor - install new furring on perimeter walls, wing walls
remove fitting rooms and change into office area with new door.
Will there be new rack storage? LJ.. Yes
E.. 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
lst Floor
no
II E3
Mercantile
2nd Floor
no
II E3
Mercantile
3rd Floor
6,800 s.f.
no
II E3
Mercantile
Floors thru
259,377 s.f.
Basement
635 s.f.
no
II E3
Mercantile
Accessory Structure*
Garage
0 Attached 1::] Detached
Carport
II 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: No Exterior Work
Lot Area (sq ft): Floor area of principal dwelling: Floor arca of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407
Sprinklers 0 Automatic Fire Alarm 0 None
▪ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? Ej Yes EJ No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
PUBLIC WORKS INFORMATION — 206-433-0179
O ...Permanent Water Meter Size (1) . " WO # (2) " WO # (3) " WO #
O ...Temporary Water Meter Size (1). " WO # (2) " WO # (3) " WO #
0 ...Water Only Meter Size " WO # 0 Deduct Water Meter
Private C1 Ej ...Sewer Main Extension Public CI 0 ...Water Main Extension Public 0 Private Ej
No Change
W: \Permit Center (Rachelle)\Applications \ Word \ Construction Permit Application Revised 6-2019.dooc
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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: Date: 9/24/2019
Print Name: Eric Koch Day Telephone:
425-636-8006 x 105
Mailing Address: 8383 158th Ave NE, Suite 250, Redmond, WA 98052
City State Zip
WAPermit Center (Rachelle)\ Applications \ Word \Construction Permit Application Revised 6-2019.docs
Revised: June 2019
Page 3 of 3
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUAN ITY
PAID
1,402.68
D19-0310 Address: 500 SOUTHCENTER MALL Apn: 3597000246
$1,402.68
Credit Card Fee
$40.85
Credit Card Fee
R000.369.908.00.00
0.00
$40.85
DEVELOPMENT
$1,298.17
PERMIT FEE
R000.322.100.00.00
0.00
$1,273.17
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$25,00
TECHNOLOGY FEE
$63.66
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$63.66
TOTAL:FEES PAID BY RECEIPT: R19166
$1,402..68
Date Paid: Tuesday, November 26, 2019
Paid By: STEVEN SHANKMAN
Pay Method: CREDIT CARD 01833G
Printed: Tuesday, November 26, 2019 12:38 PM 1 of 1
SYSTEMS
CO TVKWILA ETK4KIT
0288 SOUTH[ENTEn BLVD
TUKWILA' WA 98188
286'433-1870
CITY OF TUKWILA
8017340000802374464580
Date: 11/I6/2019 12:37:27 PM
CREDIT CARD SALE
VISA
CARD NUMBER: *
TRAN AMOUNT: $1,402.68
APPROVAL [D: 01833G
RECORD #: 000
[Lsno ID: frankie
X
{CARDHOLDER'S SIGNATURE}
I AGREE TO PAY THE ABOVE TOTAL xMnVwT
ACCORDING TO THE [4K0 ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
Merchant Copy
• Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT
QUANTITY
PAID
PermitTRAK
$852.39
D19-0310 Address: 500 SOUTHCENTER MALL
Apn: 3597000246
$85 . 9
Credit Card Fee
$24.83
Credit Card Fee
R000.369.908.00.00
0.00
$24.83
DEVELOPMENT
$827.56
PLAN CHECK FEE
R000.345.830.00 00
0.00
$827.56
TOTAL FEES PAID BY RECEIPT: R18668
,
$852.39
Date Paid: Wednesday, September 25, 2019
Paid By: ERIC KOCH
Pay Method: CREDIT CARD 80727G
Printed: Wednesday, September 25, 2019 11:07 1 of 1
AM
Y5TEM5
CO TUKWIL4 ETR4KIT
6288 S0UTHCENTEK 8LVD
TUKWILA, WA 94188
200'433-1870
CITY OF TUKWILA
0817340000882374464580
Date: 09/25/2019 I1:06:43 AM
CREDIT CARD SALE
VISA
CARD NUMBER:
TRAN AMOUNT: $852.39
APPROVAL [D: 80727G
RECORD #: 000
cLsnx ID: kandace
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
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pr t
Type 0f' Ins ection:
Ad Tess
Date Cal ed:
Specia Instructions,
Date Wanted:
a.rn.
Requester:
P one N'''�'
ElApproved per applicable codes.
Corrections required pri
0
proval.
COMMENTS:
nspecto
Da
REINSPECTION FEE REQUIRED. Prior to next inspection. te'e must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
NSP ION NO.
INSPECTION RECORD
Retain a copy with permit
DIl
310
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request line (206) 438-9350
Pro' +: r
�j-G
Type f Insp+ cion:
Address:.:/
Elate Called:
Special Instructions: ,
Date Warted:
a.cn.
Reque
1 Z 3 ��
Phone Na:
Approved per applicable codes.
Corrections required prior to approval.
CENTS:
nspecto
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter 6Ivd.. Suite 100. Catt to schedute reinspection.
P:RMff CYTRO PCPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D19-0310 DATE: 10/01/2019
PROJECT NAME: MACY'S
SITE ADDRESS: 500 SOUTHCENTER MALL
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter #
Revision #
after Permit Issued
DEPARTMENTS:
Building Division
w,Y\W or s
4+1 /Mc/ 10:1;q1 ib4
Fire Prevention up Planning bivision
Structural
Li
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable E
(no approval/review required)
DATE: 10/01/19
Structural Review Required
REVIEWER'S TIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
n
Corrections Required
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues
DUE DA I E: 10/29/2019
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg El Fire D Ping 0 PW 0 Staff Initials:
12/18/2013
kalLabw & Industries (httpswinimaxiov)
Contractors
THE SCI CONSTRUCTION GROUP INC
Owner or tradesperson
Principals
CATALANO, CHRISTOPHER J, PRESIDENT
Doing business as
THE SCI CONSTRUCTION GROUP INC
VVA UBI No,
604 355 844
26-16 SKILLMAN AVE
LONG ISLAND CITY, NY 11101
646-789-4564
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active
Meets current requirements.
License specialties
GENERAL
License no.
SCICOSC818D7
Effective — expiration
03/22/2019-03122/2021
Bond
Travelers Cas and Surety Co of America
Bond account no.
107062161
$12,000.00
Received by 1..61 Effective date
03/22/2019 03/19/2019
Expiration date
Until Canceled
Insurance
Transportation Ins Co $1,000,000.00
Policy no.
6057349267
Received by L&I Effective date
03/22/2019 02/1512019
Expiration date
02/15/2020
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
Not allowed to have apprentices.
M A O H CEN T R
TUvNW LA, WA 90'0 us
PERMIT U:MITTAL
CURRENT CODES V � (`=� � N � T Y M NP )'
2015 INTEi�ATIONAL BUILDING CODE
2015 NTERRNATIONAL EXISTING BUILDING CODE
2015 WASHINGTON STATE ENERGY CODES
2009 ICC AI11.1 BARRIER -FREE STANDARD
2015 INTERNATIONAL FIRE CODE
2011 NATIONAL ELECTRIC CODE
2015 UNIFORM PLUMBING CODE
2015 INTERNATIONAL MECHANICAL CODE
ICON'ULTANTS
INTERURBAN ADD TO SEATTLE POR OF SW 1/4 OF SE 1/4 OF SEC 23 & OF SE 1/4 OF SW 1/4 OF SEC
23 & OF INTERURBAN ADD TO SEATTLE & OF BROOKVALE GARDEN TRACTS & OF W H GILLIAM
DONATION LAND CLAIM NO 40 - BEG SW COR OF SW 1/4 OF SE 1/4 OF SEC 23 TH N 89-40-24 W 217
FT TH N 0-19-36 E 150 FT TH S 89-40-24 E 151.60 FT TO TPOB TH N 0-19-36 E 72 FT TH S 89-40-24 E
406.80 FT TH S 0-19-36 W 196 FT TH N 89-40-24 W 10.50 FT TH S 0-19-36 W TO 5 MGN OF SW 114 OF
SE 114 OF SEC 23-23-04 TH WLY ALG SD S MGN TAP S 0-19-36 W OF TPOB TH N 0-19-36 E TO TPOB
TAX ACCOUNT NUMBER 35'3100-024to
OWNER: MACY'S NORTHWEST
CONTRACTOR
400 BELLEVUE SQUARE
THE 5CI CONSTRUCTION GROUP
BELLEVUE, WA 98004
26-16 SKILLMAN AVE. SUITE B
PH: (650) 341-3333 EXT 4125
LONG ISLAND CITY, NY 11101
E-MAIL:CHRISTOPHERJDCONNELLeMACYS.COM
PH: (631) 628-0219
CONTACT: CHRIS O'CONNELL
E-MAIL: 55HANKMANOSCI.GROUP
CONTACT: STEEE SHANKMAN
ARCHITECT / PLANNER:
PARTNERS ARCHITECTURAL DESIGN GROUP, INC.
8383 158TH AVE NE, SUITE 250
REDMOND, WA J8052
PH: (425) 636-6006
E-MAIL: ERICmPADGI.COM
CONTACT: ERIC KOCH
SITE LOCATION
E --"-o 0 L ES
RM C�y ED
a flj = 101 N41 J I N r m-- M' AE10D)BR
0_EViAT�0N`r--_-_-"I
ALL CONSTRUCTION SHALL CONFORM TO THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE.
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 4 PROJECT SPECIFICATIONS.
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN
DETAILS OR BETWEEN THE PLANS 4 SPECIFICATIONS, NOTIFY THE. ARCHITECT IMMEDIATELY.
FINISH FLOOR REF. DATUM EQUALS (100'-0') REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION.
ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES U.N.O.
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE
TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN
APPROVED TESTING AGENCY.
ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS 4 THE GROUND
SHALL BE REMOVED.
PROVIDE HORIZONTAL FIREBLOCKiNG IN ALL FRAME WALLS AT 10'-0' O.C. 4 WHERE FRAME WALLS
PENETRATE CEILING. FIREBLOCK IN ACCORDANCE WITH I.B.C. SEC. 118.2.
DRAFTSTOPPING IN FLOORS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH SPRINKLER
SYSTEMS IN ACCORDANCE WITH SECTION 9033.E (IBC'71333)
DRAFTSTOPPING IN ATTICS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9033.1. (IBC 116.43)
PROVIDE A FLOOR OR LANDING NOT GREATER THAN i4' BELOW THRESHOLD AT ALL DOORWAYS.
PROVIDE BLDG. ADDRESS PER OWNERS BUILDING STANDARDS,
EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT. IBC 1010.1.9.1 HARDWARE, DOOR HANDLES, ULLS LATCHES, LOCKS AND
OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER Il SHALL NOT
REQUIRED RIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 1010.1.93 LOCKS AND
LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOOR5 WHERE ANY OF
THE FOLLOWING EXISTS: 2. IN BUILDINGS IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR DOOR5
ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE
PROVIDED: 2.1 THE LOCKING DEVICE 15 READILY DISTINGUISHABLE AS LOCKED, 22 A READILY VISIBLE
DURABLE SIGN IS POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: THIS DOOR TO
REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS I INCH HIGH ON A
CONTRASTING BACKGROUND.
ALL ROOMS OR AREAS HAVING AN OCCUPANT LOAD OF 50 (1,500 SF OF RETAIL SPACE) OR MORE SHALL
HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT PASSAGEWAY ( ONE -HOUR CONSTRUCTION). (
I.B.G. 10243 ) EXITS SHALL HAVE A MIN. SEPARATION OF ONE HALF THE MAX. OVERALL DIAGONAL OF THE
BUILDING OR AREA SERVED, MEASURED IN A STRAIGHT LINE BETWEEN EXITS. ( I.B.G. SECTION 1001.1.1 )
EXCEPTION 2 - WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN
ACCORDANCE WITH SECTION 9033.1 OR 9033.12, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT
ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL
DIAGONAL DIMENSION OF THE AREA SERVED.
EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME
SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN
SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH. (I.B.C. SECTION 1203)
ELECTRIC RESISTANCE HEAT 15 NOT ALLOWED UNLESS THE WASHINGTON STATE NON-RESIDENTIAL ENERGY
CODE COMPLIANCE FORM IS REVISED.
WHEN THE FLOOR AREA OF 'GROUP B OR GROUP M' OCCUPANCIES EXCEED 3000 SF., TWO BARRIER FREE
RESTROOMS WILL BE REQUIRED. 29022 EXC. 3 WASHINGTON STATE AMENDMENTS.
BUILDING SECTION
1 SECTION IDENTIFICATION
'�'-2 LOCATED ON SHEET_
WALL SECTION
r2 SECTION IDENTIFICATION
A-2 E LOCATED ON SHEET -
DETAIL
3 DETAIL IDENTIFICATION
A-5 LOCATED ON SHEET
INTERIOR ELEVATION
2 ELEVATION IDENTIFICATION
`�-� LOCATED ON SHEET
ROOM SYMBOL
OFFICE <ROOM
NAME
101
ROOM NUMBER
ES
1A2
lest No FLoofeI�BASE
g i _ u
2nd No WALLSNUAINSCOT
3rd No CEILING
990FI�—CEILING
HEIGHT
SQUARE FOOTAGE
GRID MARKERS
A LETTERS IN ONE DIRECTION
1 NUMBERS IN THE OTHER
DOOR SYMBOL
OE DOOR NUMBER
WALL SYMBOL
O�_WALL IDENTIFICATION
WINDOW! SYMBOL
zLE WNDOW IDENTIFICATION
MATCH LINE
SHADED PORTION IS THE
SIDE CONSIDERED
t
AND
Ea
EQUAL
O.C.
ON CENTER
O
L
ANGLE
ET..
EQUIPMENT
O/
OVER
NORTH ARROW
a
A7
EXIST.
EXISTING
OPP.
OPPOSITE
D
CENTERLINE
EXPO.
EXPOSED
DIAMETER OR
EXT.
EXTERIOR
PL.
PLATE
ROUND
FA.I.C.
FURNISHED BY OWNER
PLYWD.
PLYWOOD
-L
PERPENDICULAR
INSTALLED BY CONT'R.
P.P.
POWER POLE
•
POUND OR NUMBER
F.D.
FLOOR DRAIN
PLAM
PLASTIC LAMINATE
AB.
ANCHOR BOLT
F.E.
FIRE EXTING-
£LEVATION MARKER
ACT
ACOUSTICAL CEILING TILE
UISHER
R.
RADIUS OR R15ER
APP.
ABOVE FINISH FLR
F.H•
FIRE HYDRANT
R I.
ROOF DRAIN
AGGR
AGGREGATE
FIN.
FINISH
REC.
RECOMMENDED
ALUM.
ALUMINUM
FLASH.
FLASHING
PER
REFERENCE
FINISH GRADE ELEVATION
ANOD.
ANODIZED
FLR
FLOOR
REINF.
REINFORCED
Al
APPROX.
APPROXIMATE
FLUOR
FLUORESCENT
REQ'D.
REQUIRED
ARCH.
ARCHITECTURAL
FOUND.
FOUNDATION
RM.
ROOM
ASPH.
ASPHALT
FRM'G.
FRAMING
�ry TOP OF CURB
FT.
FOOT OR FEET
S.
SOUTH
BD.
BOARD
FTG.
FOOTING
S.C.
SOLID CORE
BLDG.
BUILDING
FURR
FURRING
SCHED.
SCHEDULE
BLK.
BLOCK
GA
GAUGE
SHT.
SHEET
TOP OF PAVEMENT
BLK'G.
BLOCKING
GALV
GALVANIZED
SHT'G.
SHEATHING
4�
BM.
BEAM
GJC.
GENERAL CONTRACTOR
SIM.
SIMILAR
BOT.
BOTTOM
GL.
GLASS
SPEC.
SPECIFICATIONS
B.U.R
BUILT UP ROOF
GNP.
GROUND
80.
SQUARE
GR.
GRADE
STD.
STANDARD
CAB.
CABINET
GP.
GROUP
STL.
STEEL
G.B.
CATCH BASIN
G.W.B.
GYPSUM WALL
STOR.
STORAGE
— CENTER LINE
GEM.
CEMENT
BOARD
STRUC.
STRUCTURAL
CH.
CHANNEL
GYP.
GYPSUM
SUSP.
SUSPENDED
O.J.
CONTROL JOINT
8.4 V.
STAIN AND VARNISH
-- PROPERTY LINE
CLG.
CEILING
HDWR
HARDWARE
SVC.
SERVICE
CLR.
CLEAR
HDCR
HANDICAP
SYM.
SYMMETRICAL
CA.
CLEAN OUT
HDWD.
HARDWOOD
SAU
51DELUALK
> >> CENTER LINE OF STREAM
COL.
COLUMN
H.B.
HOSE BIBS
CONC.
CONCRETE
H.G.
HOLLOW CORE
T.
TREAD
CONN.
CONNECTION
HUM.
HOLLOW METAL
T.G.
TOP OF CURB
CONSTR.
CONSTRUCTION
WORM •
HORIZONTAL
TEL.
TELEPHONE
CONT.
CONTINUOUS
HR.
HOUR
TA G.
TONGUE AND GROOVE
C.T.
CERAMIC TILE
HT.
HEIGHT
THK.
THICK
NEW CONTOUR
CTR
CENTER
TA.P.
TOP OF PLATE
CTSK
COUNTER SUNK
INST.
INSTALLATION
T.P.
TOP OF PAVEMENT
�18
INSUL.
INSULATION
T.W.
TOP OF WALL
DBL.
DOUBLE
INT.
INTERIOR
TYR
TYPICAL
/
DEPT.
DEPARTMENT
/ EXISTING CONTOUR
DET.
DETAIL
LAM.
LAMINATED
U,B.C.
UNIFORM BUILDING
—19
DIA
DIAMETER
I.S.
POUND
CODE
/
DIM.
DIMENSION
LOC.
LOCATION
UNF.
UNFINISHED
DN
DOWN
UAN.
UNLESS OTHERWISE
DR
DOOR
MATL.
MATERIAL
NOTED
D.S.
DOUNSPOUT
MAX
MAXIMUM
REVISION CLOUD
DWG.
DRAWING
MFR.
MANUFACTURER
VERT.
VERTICAL
MUD.
MANHOLE
IDENTIFYING NUMBER
E.
FAST
MECH.
MECHANICAL
W.
WEST
e
EA
EACH
MIN.
MINIMUM
W/
WITH
E.IF.S.
EXTERIOR INSULATION
MISC.
MISCELLANEOUS
WD.
WOOD
FINISH SYSTEM
MTD.
MOUNTED
WDW.
WINDOW
E.J.
EXPANSION JOINT
MTL.
METAL
W/O
WITHOUT
EL.
ELEVATION
W.P.
WATERPROOF
ELEC.
ELECTRICAL
N.
NORTH
W.R.
WATER RESISTANT
ELEV.
ELEVATOR
N.I.C.
NOT IN CONTRACT
UBCT.
WAINSCOT
ENCL.
ENCLOSURE
NO.
NUMBER
WT.
WEIGHT
E.P.
ELECTRICAL PANEL
N.T.S.
NOT TO SCALE
TTLE NDEX
ARCHITECTURAL
A-0.1 COVER SHEET
A-02 ADA DETAILS
A-2.1 DEMO PLAN / FLOOR PLAN / FITTING ROOMS - BASEMENT LEVEL
A-22 DEMO PLAN - FURNITURE - 3RD FLOOR
A-23 FLOOR PLAN - FURNITURE - 3RD FLOOR
A-2.4 REFLECTED CEILING PLAN - FURNITURE 3RD FLOOR
SEPARA4TTTE PeaEnr
RMIT
RE 'RE FOR:
rL�Y,dJ Eiectrirsl
ye�Plumbing
[� Gas Piping
BUILDING DIVISION
WS IM 04 1 MM rK OEM
INTERIOR TENANT IMPROVEMENT FOR THE FOLLOWING STORE DEPARTMENTS:
3RD FLOOR FURNITURE DEPARTMENT. MODIFY PERIMETER SHELVING BY REMOVING VERTICAL
PARTITIONS, INSTALLING NEW FURRING WALLS, REPAIR SOFFIT LIGHTING AND INSTALL NEW OUTLETS
AND PENDENT LIGHTS.
NEW FITTING ROOMS FOR INTIMATE APPAREL DEPARTMENT IN AN EXISTING STORAGE ROOM.
MODIFY CHILDRENS FITTING ROOM DOORS.
ALL WORK TO BE INSTALLED PER PLANS.
REVISIONS
No Sial! ,t- `,IiJe to lne scope
of Work wtlnoU1 W o' ? ?rOval oI the
Tukwila Budduig C's,on.
NOTE: Rewsi6ns will require a new plan
submittal and may include additional plan review.
LOCATION:
500 SOUTHCEINTER MALL
ZONING:
TUC -RC
OCCUPANCY:
M (MERCANTILE) NO CHANGE PROPOSED
NUMBER OF STORIES:
3 PLUS BASEMENT
CONSTRUCTION TYPE:
TYPE LIB - FULLY SPRINKLED
SPRINKLER SYSTEM:
EXISTING FULLY SPRINKLED - NO CHANGES ANTICIPATED
MECHANICAL SYSTEM:
EXISTING SYSTEM - NO MODIFICATIONS PROPOSED
ELECTRICAL SYSTEM:
EXISTING SYSTEM - NO MODIFICATIONS PROPOSED
STRUCTURAL:
NO STRUCTURAL WORf<
BUILDING AREA: (NO CHANGE TO EXISTING)
AREA OF IMPROVEMENT:
FURNITURE 3RD FLOOR ro'000 S.F.
INTIMATE APPAREL / CHILDRZENS FITTING ROOMS 635 S.F.
TOTAL: -1,435 S.F.
WALL AND OPENING PROTECTION. TYPE IIA FULLY SPRINKLED (IBC)
IBC TABLE 601 STRUCTURAL FRAME:
M, SI: (COL'S, GIRDERS, TRUSSES)
0 HOUR
BEARING WALLS - EXTERIOR: (IBC 602)
2 HR LESS THAN 5 FEET
I HR LESS THAN 10 FEET
I HR LESS THAN 30 FEET
0 HR GREATER THAN 30 FEET
BEARING WALLS INTERIOR.-
0 HOUR
NON BEARING WALLS - EXTERIOR (IBC 602)
2 HR LESS THAN 5 FEET
I HR LESS THAN 10 FEET
0 HR LESS THAN 30 FEET
0 HR GREATER THAN 30 FEET
NON BEARING WALLS INTERIOR:
NO RATING
FLOOR:
0 HOUR
ROOF:
0 HOUR
SHAFT ENCLOSURES:
I HR - SEE 113 FOR EXCEPTIONS LESS THAN 4 STORIES
STORAGE RACKS: PER IBC 413.1 4 IFC 3201
NOT TO EXCEED M FEET IN HEIGHT
MERCHANDISE NOT TO EXCEED 12'-0'
FIL P®em14 No.o.
Plan review approval is
omissions. Approval of co
not authorve the v is
ordinance Rece� i ac
Fri
CODE COMPLIA
APPROVED
OCT 312019
City d# Tukwia
BUILDING DIVIS
RECEIVED
CITY OF TUKWILA
SEP 2 5 2019
PERIMIT CENTER
a does_
le or
and
s2o� REGISTERED
ARCHITECT
ERIC E KOCN
STATE OF 'il"TON ,
4
O
0
m
a
N
U
to
�
Q
m
C
v
W
DRAWN:
EEK.
CHECK:_
EEK
JOB NO:
i9-023
ff
J-1-L
z
W 14
UT
ifs
i-i-{
tzu 01
0 W
SHEET:
0�
�I
WHEN THE OCCUPANT LOAD EXCEEDS 49 THE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. IBC
1010.12.1
SEPARATE APPROVALS AND PERMITS REQUIRED FOR ELECTRICAL
a
OF: — SHEETS
F APPROACH -1 I -APPROACH -I 1 2"
MAX. CH ACCESSIBLE DRESSING ROOMS
F AI'P, R°AC�
,H , Z '�- APPROA
12^ � � 32" 302 FLOOR SURFACES
F APPROACH -I z ( 1 I I ( MIN. I I MIN. 302.1 GENERAL. FLOOR SURFACES SHALL 803 DRESSING, FITTING, AND LOCKER ROOMS
I I � I 1 ( I z I ( BE STABLE, FIRM AND SLIP RESISTANT
AND SHALL COMPLY WITH SECTION 302.
CLEAR FLOOR SPACE NOTES: I 1 o I MN. 1 " %„ ,;;,,' ,1;. CHANGES IN LEVEL IN FLOOR SURFACES 803.1 GENERAL. ACCESSIBLE DRESSING, FITTING, AND
1. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES (304.4) uI I I 1 A�183
90 SHALL COMPLY WITH SECTION 303. LOCKER ROOMS SHALL COMPLY WITH SECTION 803.
2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE MUST I I Fig. 302.2 302.2 CARPET. CARPET OR CARPET TILE 803.2 TURNING SPACE. A TURNING SPACE COMPLYING
ADJOIN AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE I I SHALL BE SECURELY ATTACHED AND
CARPET PILE THICKNESS WITH SECTION 304 SHALL BE PROVIDED WITHIN THE ROOM.
{305.6} (°) SHALL HAVE A FIRM CUSHION, PAD OR
3. A CLEAR FLOOR SPACE IS REQUIRED AT ANY DEVICE WITH HINGED DOOR BACKING OR NO CUSHION OR PAD. 803.3 DOOR SWING. DOORS SHALL NOT SWING INTO THE
AN OPERABLE PART (309.2) FRONT APPROACH FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE; PULL SIDE LEVEL LOOP, CARPET OR TEXTURED LOOP,ARPET TILE LLEVELE A ROOM UNLESS A CLEAR FLOOR SPACE COMPLYING WITH
DOOR w BOTH CLOSER & LATCH SECTION OF
E PROVIDED WITHIN THE ROOM, BEYOND
1 " 36" 12" / 32^ CUT PILE, OR LEVEL LCUT/UNCUT PILE THE ARC OF THE DOOR SWING.
MIN. MINK MIN. I APPROACH I MIN. TEXTURE, THE PILE SHALL BE 1/2 INCH
I I Z z ED ES) FACIMUM ARPETNSHALLHT. EXPOSED 803.4 BENCHES. A BENCH BE FASTENED SHALL BE PROVIDED WITHINTHEROOMN� SECTION 903
z r �' X < 36" - - - - - - - - - - `o I I I 0O 1 (b•) TO THE FLOOR AND SHALL HAVE TRIM
22" ca ( A I SLIDING DOOR
I z I z_ MIN. I I x I ALONG THE ENTIRE LENGTH OF THE 803.5 COAT HOOKS AND SHELVES. ACCESSIBLE COAT
J F - - - EXPOSED EDGE. CARPET EDGE TRIM HOOKS PROVIDED WITHIN THE ROOM SHALL ACCOMMODATE
(� I SHALL COMPLY WITH SECTION 303. A FORWARD REACH OR SIDE REACH COMPLYING NTH
f- z // fff///
,a If�� 1 § �j'\ t0 1<r 32" SECTION 368. WHERE PROVIDED, A SHELF SHALL BE 40
' 6 I I 5 36 I ° 42 (� MIN. INCHES (1015 MM) MINIMUM AND 48 INCHES (1220 MM)
I� �i d 1 1 ( IdVE141 MAXIMUM ABOVE THE FLOOR.
MIN. 60 (b•) (d.) (e.) (f.) (b.) FOLDING) DOOR 903 BENCHES
SIDE APPROACH HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE PUSH SIDE ` 1 2"
Fig. 304.3.2 Ref. 304.3.1 903.1 GENERAL ACCESSIBLE BENCHES SHALL COMPLY WITH
T-SHAPED SPACE CIRCULAR SPACE F APPROACH -- CLEAR WIDTH OF DOORWAYS 2 MAX. SECTION 903.
Fig. 404.2.3 ! 903.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE
TURNING SPACE ; r - - - - _ g 1 12" 1 COMPLYING WITH SECTION 305, POSITIONED FOR PARALLEL
Ref. Section 304 - - - - < 22" ( r - - - - - , I I I n MIN. APPROACH TO THE BENCH SEAT, SHALL BE PROVIDED.
- - = MIN. 1 I ( x _
z I z z I ( (A) 903.3 SIZE. BENCHES SHALL HAVE SEATS 42 INCHES (1065
22" & L1 24" I I 24^ I z MM) MINIMUM IN LENGTH, AND 20 INCHES (510 MM) MINIMUM
Nµ ( MIN. I MIN. (� MIN. I �a AND 24 INCHES (610 MM) MAXIMUM IN DEPTH.
�.
l� 903.4 BACK SUPPORT THE BENCH SHALL PROVIDE FOR
- 48+� BACK SUPPORT OR SHALL BE AFFIXED TO A WALL. BACK
I -�� SUPPORT SHALL BE 42 INCHES (1065 MM MINIMUM IN
1 �ti�1 POCKET OR HINGE APPROACH HINGE APPROACH, PUSH SIDE; LATCH APPROACH, PULL SIDE LATCH APPROACH, PULL SIDE; PUSH SIDE; LENGTH AND SHALL EXTEND FROM A POINT 2 INCHES (51
0 1 - LjI
I (� �I o ( i - - - DOOR w/ BOTH CLOSER & LATCH DOOR w/ CLOSER DOOR w/ BOTH CLOSER & LATCH ' MM) MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18
JI Lf �J 1_»I �� INCHES (455 MM) MINIMUM ABOVE THE SEAT SURFACE.
30" 48" (- - - - - - -1 - - _ _ _ _ _ MANUAL SWINGING A) BACK SUPPORT SHALL BE 21/2 INCHES (64 MM) MAXIMUM
FROM THE REAR EDGE OF THE SEAT MEASURED
Z I I o Z I I z I I DOORS & GATES RECESSED DOORS & GATES Fig. 303.3 HORIZONTALLY.
I 24" a I 1 it 0 Fig. 404.2.4.1 Fig. 404.2.3 BEVELED CHANGES IN LEVEL
MIN. g 24" �a 1 24" I �a
CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH I I I MIN. < ( MIN. 1 < NOTE: 903.5 HEIGHT. THE TOP OF THE BENCH SEAT SHALL BE 17
Fig. 305.3 Fig. 305.5 (a) Fig. 305.5 (b) ( ( CHANGES IN LEVEL GREATER THAN 1/2" MAXIMUINCHESMABOVE30 THE MINIFLOOR,MUM NMEASURED TO D 19 INCHES (THE 485 MOP OF
MANEUVERING CLEARANCE NOTES: SHALL BE RAMPED, AND SHALL COMPLY THE SEAT,
(d.) 1. DOORS, DOORWAYS AND GATES PROVIDING USER PASSAGE SHALL w/ SECTIONS 405 OR 406. (303.4}
STOP OR LATCH APPROACH COMPLY (206.5) EXCEPTION: BENCHES PRIMARILY FOR CHILDREN'S USE
MINIMUM CLEAR FLOOR SPACE 2. ADJUST DOOR CLOSERS SO THAT THE DOOR TAKES AT LEAST 5 SHALL BE PERMITTED TO BE 11 INCHES (280 MM) MINIMUM
Ref, Sections 304 & 305 DOORWAYS w/a DOORS. SLIDING 0.) (k) SECONDS TO MOVE FROM 90 DEGREE OPEN POSITION TO 12 DEGREES FLOOR & GROUND SURFACES AND 17 INCHES (430 MM) MAXIMUM ABOVE THE
DOORS GATES & FOLDING DOORS LATCH APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE; FROM LATCH (404.2.8) Ref. Sections 302 & 303 FLOOR, MEASURED TO THE TOP OF THE SEAT.
Fig. 404.2.4.2 DOOR w/ CLOSER 3. FIRE DOORS SHALL HAVE MINIMUM OPENING FORCE ALLOWABLE BY 903.E STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL
THE BUILDING AND FORE CODES. OTHER INTERIOR DOORS, 5
POUNDS MAXIMUM. (404.2.9) NOT
4. MANEUVERING CLEARANCES ARE REQUIRED AT AUTOMATIC DOORS BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR
MANEUVERING CLEARANCES UNLESS DOOR OPERATION HAS STANDBY POWER (404.3.2) HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED
Ref. Section 4042.3 AT ANY POINT ON THE SEAT, FASTENER MOUNTING DEVICE,
OR SUPPORTING STRUCTURE,
M:
ANY OPERABif PART OF ANY
ONCE 8"
SHALL INSTALLED
WrHN
WItf9N THE REACHES SNOXN MIN.
20" >20"-25" 10" loll +10"-24"
MAX. MAX. r - z r
(I O I I t
it \��
t
-i
MA 11" 25"
( m a
li 1 �i 1 X. MIN..
i7" 25 MAX.
(°) (b) (°) (b)
f ELEVA1ION PLAN ELEVATION PLAN
Fig. 308.2.1 Fig, 308.2.2 Fig. 308.3.1 Fig. 308.3.2 Fig. 306.2 Fig. 306.3
UNOBSTRUCTED OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH TOE CLEARANCES KNEE CLEARANCES
FORWARD REACH
REACH RANGES KNEE & TOE CLEARANCES
Ref. Section 308 Ref. Section 306
NOTES: I 4" MAX. 32 ALTERNATE DOOR 6" MIN. TOILET ROOM NOTES:
1. PROTRUDING OBJECTS SHALL NOT REDUCE THE I MIN LOCATION 1. A TURNING SPACE PER SECTION THIS DRAWING IS A REPRESENTATIVE
REQUIRED WIDTH OF AN ACCESSIBLE ROUTE , \, I - - - - - - 304 IS REQUIRED WITHIN A SUMMARY OF THE REQUIREMENTS OF
(307.5) "'" ( TOILET ROOM (603.2.1} AT
I THE 2010 ADA STANDARDS THAT
1�-
PARTITION z ;, I 2. ONLY THE FOLLOWING OBJECTS MAY BE APPLICABLE TO THE
2. PROTRUDING OBJECTS ON A CIRCULATION PATHSHAtt COMPLY w/ z I _ M D P WHERE SPECIFIC INFORMATION AND
ARE PER ITTE TO OVERLA I THE REQUIRED CLEARANCE:
71
' z "^ GRAB BARS, DISPENSERS, CLEARANCES ARE NOT NOTED ON
n I I '� 1 THE DRAWINGS, CONSTRUCT TO THE
rn M SANITARY NAPKIN DISPOSAL CLEARANCES AND TOLERANCES
PROTECT SHADED AREA FROM (CLEAR - 4" L - - - - I I n _- -_ ^ SHELVES (604.3 2) UNIT, COAT HOOKS AND SHOWN ON THIS SHEET. WHERE
CROSS -TRAFFIC 1 WIDTH MAX. �/ 3. FLUSH CONTROLS SHALL BE
60" MIN. fill DRAWINGS SPECIFICALLY INDICATE
F APPROACH %, MpX. I APPROACH DIFFERENT OR CONFLICTING
z 1 LOCATED ON THE OPEN SIDE
42" MIN. 56" MIN. w WALL MID. W.C. (°) (c} I 42" MIN. 60" MiN. OF THE WATER CLOSET (604.6) INFORMATION TO THE STANDARDS
z Fig. 604.3.1 ELEVATION PLAN DEPICTED ON THIS SHEET,
4. URINALS SHALL HAVE A CLEAR
CLEARANCE AT WATER CLOSETS I 59" MIN. w/ FLR. MID. W.C. I FLOOR SPACE COMPLYING WITH CONSTRUCT USING THE MORE
305 POSITIONED FOR FORWARD STRINGENT REQUIREMENT OR
WHEELCHAIR ACCESSIBLE TOILET LAPPROACH AND CENTERED ON CONTACT THE ARCHITECT FOR II� WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT COMPARTMENT TOE CLEARANCE AMBULATORY ACCESSIBLE TOILET COMPARTMENT RESOLUTION
UNIT (605.3)
CANE DETECTION AREA Ref. Section 604 Fig. 604.8.2 Fig. 604.8.2 5. LAVATORIES SHALL HAVE A
CLEAI FLOOR SPACE
C MPL NG WITH 305
Fig. 307.5 Fig. 307.2 I- 39'41" POSITIONED FOR FORWARD
VERTICAL CLEARANCES LIMITS OF PROTRUDING OBJECTS z W MIR L. APPROACH AND CENTERED ON
g fi 36" MIN. I UNIT (606.2)
r 12" MAX,
4YAN
1 1 4"-2" !a-1 2" f 12" MIN. r MIRROR
6. KNEE & TOE CLEARANCE
it 24 lIN i' COMPLYING WITH 306 SHALL BE
CIRCULAR _I f �l f PROVIDED (602.2)
- T/ GRAB_ BAR_
_ ! 7. EXPOSED WATER SUPPLY AND in
12" % l' f _ c- FLUSH CONTROL j X DRAIN PIPES SHALL BE
j f M 9 (OPEN SIDE) f. X w INSULATED. THERE SHALL BE
o MAX, v z (' r: i. o n o NO SHARP OR ABRASIVE
X > 12 < " r SURFACES UNDER LAVATORIES REV
w {606.5)
ff./'f;ff: i .: if/.',' �i..:,!/. ri i'f i9y ,,, ff<.�4 i;5:" , f., f f B. INSTALL GRAB BARS TO CODE
42" 9AX o i6"-18' ' i5" WITHSTAND NOT LESS THAN A ACCESSIBLE Al
Fig. 307.3 (o) Fig. 307.3 (b) PROJECTING OBJECTS RECESSED OBJECTS ^ Ref. so+.z I I MIN. 250 POUND FORCE APPLIED AT
ANY POINT ON THE BAR
POST -MOUNTED PROTRUDING OBJECTS SPACING OF GRAB BARS TOILET URINAL LAVATORY (609.8) GUIDELINES-
Fig. 609.3 Ref. Section 605 Ref. Sections 606 & 603.3
PROTRUDING OBJECTS TOILET ROOM CLEARANCES & MOUNTING HEIGHTS BU
City
ILD
Ref. Section 307 Ref. Chapter 6
s2o7 REGISTERED
ARCHITECT
ERIC E. KOCH
STATE OF WASHINGTON
V
A
o
tvo�
N
O
�
C7
q
0
Of
4
W
C
N
�
R
w
,�%
3
c
Ix
i
Q
H
N
+m.
H
2
a
VIP
d
Z
O
d
O
w
m
<
o
�
m
AWN:
rC
E1={C
ECK:
�� I
JOB NO:
19-023
ff
Z -1
z
mm W
(�
IEWED FOR
-
ym
COMPLIANCE
a
)PROVED
''nn
CT 31 2019
of Tukwila
ING DIVISION
RECEIVED
CITY OF TUKWILA
SEP 2 5 2019
PERMIT CENTER
SHEET:
OF: - SHEETS i
8 7 5i8•
3'-0'
EXISTING CHASE WALL TO
REMAIN
REMOVE EXISTING DOOR
AND FRAME
EXISTING MECHANICAL
CHASE TO REMAIN
EXISTING EXPOSED
CONCRETE BASEMENT
WALL
n
C)E f0 PLAN NEW INTIMATE APPAREL FITTING RM.
SCALE: 1/4'=1'-0'
DEMO PLAN CH I LDPEN& FITTING RM.
SCALE: 1/4'=1'-0'
'� ENL IRGED FLOOR PLAN 5A6E1" LENT FITTING RM,
SCALE: 1/4' =1'-0'
FLOOR PLAN CH I LDRENS FITTING RM.
SCALE: 1/4'=1'-0'
ri'PES SCALE:
EXISTING 3-5/8' METAL STUD WALL
SYSTEM WITH 5/8' TYPE 'X' GWB -
NEW 1/2' HAT CHANNELS
OVER EXIST. STUDS
NEW 5/6' TYPE 'X' G.W.B.
NEW 3625125-30 METAL STUDS
9 24' O.G. SLIP TRACK AT TOP
OF WALL. ATTACH TOP W/
POWDER ACTIVATED
FASTENERS (2) PER CONC,
JOIST ABV. SEE DET. 4/A2.2
NEW 5/6' TYPE 'X' G.W.B.
CONTINUOUS BOTTOM TRACK
SECURED TO SLAB W/ J45 X 1/2'
POWDER ACTIVATED
FASTENERS a 16' O.C.
EXISTING BASEMENT
CONCRETE WALL
NEW 3626I25-30 METAL STUDS
0 IV O.C. EXTEND WALL TO
UNDERSIDE OF CEILING
NEW 5/6' TYPE 'X' G.W.B.
R-fo RIGID INSULATION
AT BELOW GRADE WALL
R-13 BATT INSULATION
BETWEEN STUDS
6 MILL VISOUEEN
VAPOR BARRIER
UNDER DRYWALL ON
WARM SIDE OF WALL
CONTINUOUS BOTTOM TRACK
SECURED TO SLAB W/ .145 X 1/2'
POWDER ACTIVATED
FASTENERS 9 IV O.G.
READY ro xva Es ES
_ IENR(FA�'IEAs aP SPIXt1sWEAR
R
REAov ro WEAR w o
0 0 G G O O G o O SPgiSW o �o
DRESSES C4 CX-M'S
9
m SPgtRWGA ACDK
FS m wcc
0 0 0 O fiMS K p p p FS
�A-T'
YWR ,�wS FR RFAOY TD MEAR f
REAnr ro W&w f8
s
FlNISiiI1NE DP HANDDA45 SNCZS
CHItDRENR
0 0 0 o VS o o 0 Fp o oP NM'S SNDES
FlNI9NNE � W DRESS ACCESS
OP WNE tME �
MENS FS W .£WCL4Y(WAiCNES E5
DP SPPRISWFPR LP mWs S m
mExD D uv
G G ti a ® o
R�EADr TD WEAR WS / MNC MS I
W .ENS
O G 0 G o
um rs s
READY ro WEAR MDw ( YgMC MEN M' T.
rs
READY ro WEAR W 1E%iIlES DAP HCUSlWARES
0 0 auNS/ uxcMw05 o c
0 0 0 o a o 0 0
rs rs
1� C MAFNS CHIIA9EN'R
W WRFN'R --�—y � uw5 ! YUA+c MEa'S
A-2.1
O— o O O G G C O
1
I MArzm+ltt rs
o altDr:txS
I o 0 0 0 ( I
auu�REM•s I
•� `I]r • I
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
SEP 2 5 2019
PERMIT CENTER
ci
g
C)
a
a
ci
O
N
m
3
d
c
Q
A
"Il
N
®
i
RZ
Q
z
O
F-
d
�
O
w
o
w
W
m
Iw—
Q
Q
�
o
�
m
w
DRAWN:
1"m
CHECK:
EE1G
JOB NO:
19-023
441
LLI
U
•`
U
z
to (�['\
0 Di
OL
�
\Jj 0IL
�m
J
l
G
SHEET:
® .1
<EY PLAN - 5A5EMENT
N.T.S.
1 OF: — SHEETS
DEMOLITION GENERAL NOTES
CONTRACTOR SHALL VISIT THE JOBSITE AND CAREFULLY EXAMINE WORK TO BE
DEMOLISHED 50 AS TO BECOME COMPLETELY FAMILIAR WITH EXISTING CONDITIONS
AND SATISFY THEMSELVES AS TO NATURE AND SCOPE OF WORK
ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE WORK
INDICATED ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IMMEDIATELY.
THE WORK INDICATED FOR THE PROJECT 15 TO BE PERFORMED IN AN EXISTING RETAIL
FACILITY THAT SHALL REMAIN IN CONTINUOUS OPERATION THROUGHOUT THE ENTIRE
COURSE OF CONSTRUCTION.
THE CONTRACTOR SHALL CONDUCT ALL DEMOLITION WORK IN A MANNER THAT WILL
MINIMIZE THE DISRUPTION OF OWNERS NORMAL BUSINESS OPERATIONS.
PRIOR TO COMMENCEMENT OF DEMOLITION PROCEDURES, THE CONTRACTOR SHALL
BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS SO AS TO PROPERLY
COORDINATE DEMOLITION WITH THE REQUIREMENTS OF THE NEW CONSTRUCTION
INDICATED.
THE CONTRACTOR IS TO COORDINATE WITH THE OWNER ITEMS THAT ARE TO BE
RETAINED AND REUSED. ITEMS REUSED ARE TO BE STORED ON SITE FOR SUBSEQUENT
REMOVAL BY OWNER ALL OTHER ITEMS SCHEDULED FOR DEMOLITION SHALL BECOME
PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE SITE.
CONTRACTOR SHALL MAINTAIN WORK AREA IN A CLEAN AND ORDERLY MANNER THE
PREMISES SHALL BE KEPT BROOM CLEAN AND FREE FROM THE ACCUMULATION OF
WASTE MATERIALS AT ALL TIMES. ALL DEMOLITION DEBRIS SHALL BE CONTAINED
WITHIN THE WOW AREA AND REMOVED ON A REGULAR BASIS.
PROVIDE NECESSARY BARRICADES AND SHIELDS AS REQUIRED FOR THE PROTECTION
OF OWNERS PERSONNEL AND THE GENERAL PUBLIC AROUND WORK AREAS AND TO
AND FROM OCCUPIED PORTIONS OF THE BUILDING. REFER TO NEW FLOOR PLAN FOR
RELATED DIMENSIONS TO ASSIST IN DETERMINING THE SCOPE OF THE DEMOLITION OF
PARTITION ELEMENTS.
COORDINATE EXISTING CONDITIONS TO BE PARTIALLY DEMOLISHED WITH NEW WALL,
DECOR, CEILING AND FLOORING CONDITIONS SO THAT DEMOLISHED AREAS ARE
PREPARED TO PROPERLY ACCOMMODATE THE NEW WORK INDICATED.
PROTECT ADJACENT EXISTING SURFACES OF CONSTRUCTION AND FIXTURING
SCHEDULED TO REMAIN. AS DEMOLITION OPERATIONS PROCEED, THE CONTRACTOR
SHALL SHORE OR BRACE EXISTING WORK TO REMAIN 50 AS TO STABILIZE ALL
CONDITIONS AND LEAVING EXISTING WORK IN STRUCTURALLY SOUND CONDITION.
EXISTING SURFACES DAMASED OR DISTURBED DUE TO DEMOLITION OPERATIONS
SHALL BE PATCHED OR REPLACED AS REQUIRED TO MATCH AND ALIGN WITH
ORIGINAL CONDITIONS.
COORDINATE RELOCATION OF EXISTING CASH WRAPS AND POS REGISTERS WITH
OWNERS PROJECT MANAGER AND STORE MANAGER
DEMOLITION CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR ANY
THERMOSTAT RELOCATION.
CONTRACTOR TO STUDY NEW PLANS AND NEW RCP PLANS FOR NEW CEILING LIGHTING.
REPORT ANY CONFLICTS WITH EXISTING HVAC EQUIPMENT, DUCTWORK, PLUMBINS,
ELECTRICAL OR MECHANICAL TO REMAIN TO THE ARCHITECT.
REFER TO WRITTEN SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FROM OWNERS
REPRESENTATIVE.
�
S
o
N
0
t
C
tff
O
4
d
O
N
3
CL.0
E
Q
N
m
0
H
Q
0
N
M
"ad
1�
1t.!
w
I— A
�
wI
O
� UJ a�
a
�wm
m
�'Onn
O
o
q
Q� u
CONTRACTOR TO MAINTAIN CONSTANT DUST CONTROL DURING ALL OPERATIONS.
PROVIDE DUST SCREENS AS MAY BE REQUIRED FOR THE PROTECTION OF SALES
AREAS FROM DUST AND DEMOLITION OPERATIONS. COORDINATE LOCATION OF DUST
SCREENS WITH THE OWNER
CONTRACTOR IS TO SAVE AND STORE AS MANY EXISTING CEILING TILES AS POSSIBLE
FROM BACK AREAS TO BE RE -USED ON THE SALES FLOOR AREA.
STOCK SHELVING CONTRACTOR TO SALVAGE ALL EXISTING STOCK SHELVING AND
PARTS FOR RE -USE.
RECEIVED
CITY OF TUKWILA
KEY FLAN FLOOR SEP 25 2019
N.T.S.
MtT CENTER
OF: - SHEETS
15. 3 FAIR BUTT HINGE, LEVER HANDLE, I-A55AGF= 5F=T
ts
c:
O
C L
0
t
z
0
F—
LL
x
fl)
U)
LLJ
lai
<
Tl-
TU
tr
DRAWN:
mm
CHECK:
r=r=i<
JOB NO:
ca
ff
w
f--
Z
w
u-
z
c()
2
�
0
I
pQ
LL E u-
SHEET:
FAA
RECEIVED
CITY OF TUKWILA
KEY FLAN 3RD FLOOR SEP 25 2019
PERMIT CENTER
N.T.S.
IOF: — SHEETS
7 EGISTE E �
ARCHITECT
tN-20
ETC KOCH
IT I IF IAS[i]"TN
A �E
?
t:
ccls,
246mm
C181
ni
ff
O
UJ
ui 01
SHEET:
74-2.4
-Z
f.-I O F-I PENDENT FIXTURE - LED BULB 32 WATT
CITY OF TUKWILA
SEP 2 5 2019
KE'r PLAN 3RD FLOOR PERMIT CENTER
N.T.S.
OF* IHEETS