HomeMy WebLinkAboutPermit D99-0263 - Southcenter Mall - Godiva - Kiosk•
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Sout center Mall
Godiva Chocolates
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 262304 -9004
Address: 309 SOUTHCENTER MALL
Suite No:
Location:
Category: ARET
Type: DEVPERM
Zoning:
Const Type: V -N
Gas /Elec.:
Units: 001
Setbacks: North: .0 South: .0
Water: N/A Sewer: N/A
Wetlands: Slopes: N
Contractor License No: WILCOC *19400
DEVELOPMENT PERMIT
Permit No:
Status:
Issued:
Expires:
(206) 431 -3670
D99 -0263
ISSUED
08/24/1999
02/20/2000
Occupancy: STORE
UBC: 1997
Fire Protection: SPRINKLERED /AFA
East: .0 West: .0
Streams:
OCCUPANT GODIVA CHOCOLATES
309 SOUTHCENTER MALL, TUKWILA,WA 98188
OWNER SOUTHCENTER JOINT VENTURE
ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145
CONTACT DENNIS MORRISY Phone: 440 -808 -7554
25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145
CONTRACTOR WILCOX CONSTRUCTION INC Phone: 425 774 -4185
123 4TH AVE N, EDMONDS, WA 98020
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
PREPARATION FOR MALL KIOSK AND STORAGE ROOM FOR
GODIVA CHOCOLATES.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 10,000.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 303.56
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature:
I hereby 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 provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
developmen per t.
Signatur_ / _ Date:
6
Print N
y .711 0.4-e
SE Date: ( V11 ( 1
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
• 'At
'1.
•
I T r;)F. TUi <.W1 LA:
L Per•mi t. No D99-0263
223
t•.
atu: • ISSUED
ANA i ed 07•`;'7/199
Issued: 0 «r "4/'199°
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Acid e.•a: .l"r��. .M1s1 • $ ' i to :.
Wrath
i T b e , DEVPEP I
Par't e l /r. 262304 -9UO4 •. • f
• , *'k ** 444 *•k *• k,
,•k�4
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•
Peri i?t. Conditions:
iNo chanties will be made to the . plans un l es appr ed by the
:End ineer and the :Tutiwi to Bu:flc�ir + ±x C�tvi ^iori•
Al uef mf t:c, in:,pe'.ctiorti :recor dti.` and aoor'.oyed n cans shal 1
:available,. at the ,ibb :site Ut i r to the �t any con -
•, t.rur.•ticon.. Th,e: e�`documents at-e tc b'�.,maintaine't,and ava i 1-
•'cable until t i al in scoet tion a is' a. nt,
a,ed
ctrfca1 uerrii[� : hal�1 be `obt inesci;`th :'t.he Wa.h1noton:
'State. Di0sion .oi~ Labor and Indus tr es and al ";e1ectr:i'ca1
:Ewor�t., wi 31 he .in'si)ected. -bv' that aoencv '(
7 Plumb:ina ' 'Germ7'ts "^`hai : i' be •abtaa d :th. oua`h .'the' 'Seattle i;1•6o'
Countv of Pub lic ,Heal:th: Plumbirio w �l•.l be
sir, e t :o ted ,�by that =�,acier.cv `includinar all . oas r,inir,o
Al 1, mechanical :Wort .sha1:1 be :Under separate Perm f t issued
the t i tv of:;, Tut:w i la
-All ;' %on_ >tf°uct:ion to. done:i, r�
n cnntomance a,ith auorovr`ed'
'a l:aiis and r•eou i r.emer.t.; of the'. Un i :i r m Bu i 1'c1 i nu Code- (1997,
Edtt;t!i on) as amen•de:d.,044f orm WieChan i cal - Code (1997 Ed i ti on )
arroci ' asf thoton ',tate'Ener ov .lode (1997 .Edition)
t of Permit. They icranc,e of a t or aooroval,:o
p Vans soecificat-ionS :and;comoutat';ions shail' not be con
,str`ut-d to be a o cr' i mi't • tar'. or-,an aoLr'.,vai...,PI. any; VlO.lat ion
.`:
of any ;of; the rovi_ i' ns or the' bb ildina ,coder or of an •.
at. heri;, of d i :fiance of the i urn i sd i et ion', No oer•mi t o, esum i no I to
:dife' to violate or cancel ..the :vrovisionS o.t thi '
Cocics' ::Si,al.;l.:= be valid.
Project Name/Tenant:
Kiosk PK5 & Storage Room
5 To444
Value of Construction:
10,000.00
i e ddress:
Southcenter Mall
Tukwila t S
y9 �i
Tax 2 230 00
Property Owner: Richard E. Jacobs Grou P
Will there be rack storage? ❑ yes ® no
Phone:
440- 808 -7554
Street Address: 25425 Center Ridge Rd.
Cleveland, City ota4 F ax
1i45
#:
Contractor:
Wilcox Construction, Inc.
Will there be storage of flammable /combustible hazardous material
Attach list of materials and storage location on separate 8 1/2
Phone:
425 - 774 - 4185
Street Address:
123 - 4th Ave. N.
City State /Zip:
Edmonds, Wa 98020
Fax #:
425 - 774 - 4187
Architect:
• Center Ridge Design Services
Phone:
440 -808 -7554
Street Address:
25425 Center Ridge Dr.
City State /Zip:
Cleveland, Ohio 44145
Fax #:
Engineer:
Same as Architect
Phone:
Street Address:
City State /Zip:
Fax #:
Contact Person:
Dennis Morrisy
Phone: WO FOE(' 7,S
Street Address: 25425 Center Ridge Road
Cleveland, State/Zip:
Fax #:
Description of work to be done: ,/
141-k-','()-12-441 4 ,t/ /..L it/CS / 9
5 To444
0 1
Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University in Other
Proposed use: ® Retail ❑ Restaurant in Multi- family ❑ Warehouse CI Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? El yes ® no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ® no
Existing fire protection features: ® sprinklers ,automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: 1 .6 millioaxisting
Area of Construction: (sq. ft.) 426 SF
Will there be storage of flammable /combustible hazardous material
Attach list of materials and storage location on separate 8 1/2
in the building? ❑ yes ro: no
X 11 paper indicating quantities & Material Safety Data Sheets
ommercial / Multi - Family Tenant Improvement / Alteration Permit Application
CITY OF TL,"WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Application and plans must be complete In order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
El Fire Loop /Hydrant (main to vauit)ff: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #f: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent If Size(s):
❑ Water Meter Temp It Size(s): Est. quantity: gal
❑ Miscellaneous
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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date alicatiiacc pledg
Date apn n expires: DIXD
Application by: (initials)
3r2
PLEASE SIGN BACK OF APPLICATION FORM
CTPl RMIT.DOC 1/29/97
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THELFOLLOWING:;.
(Additional reviews maybe determined by the Public Works Department) ^'
❑ Flood Control Zone El Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
Schedule*
BUILD/N O
R OR AUTHORIZED AGENT:
Signature ,, ie
, C'
—,�,
Date: 7 21 _i'lr
Print nai A '
• Rcie
I F.467710M
Phone:,crn
et 1 /y5.'"
City /State /Zi
Fax #: 7 . 79 , "7
C(J,A fd�oLt�
�/ .
,4,_
ALL COMMERCIAUMULTI- FAIM TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS
MUSIF SUBMITTED WITH THE FOLL NG:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
El El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
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.
CTI'ERMIT.DOC 1 /29/97
Payment Method: CHECK Notation: WILCOX CONSTR Init: TLB
'********************************* * * * * ** * * * ** * * * * * * * * * * * * * * * * * * **
CITY OF TUKWILA,.WA tiC e) TRANSMIT
* * * * * * * * * * * * * * * * * * * * * * ** * *tic* * * ** ** * * * * * * * * * * * * * * * * * * * * **
TRANSMIT Number: R98OO132 Amount:
Permit No: D99 -0263 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No: 262304-9004
Site Address: 309 SOUTHCENTER MALL
Total Fees: 303.56
This Payment 185.75 ,uTotal ALL Pmts: 303.56
Balance: .00
*********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *fir * * * * * * **
Account Code Description Amount
000/322.100 BUILDING - NONRES 181.25.
000/386.904 STATE BUILDING SURCHARGE 4.50
185.75 08/24/99 12:34
0. 1. 00/25 9710 TOTAL ' 185.75
..•..
**4.**A**k****.A*A'*“*7'***7%******A*A.A4C***i.tAllik,***Ti'*..ki**
J $41-i -
“*.4*** "lekli.17 .
1: :• • • ' ).1 1
• Ivnnt Met41,c111,: WILCOX1:00;;IIWCT i hit Lli
rmt [0926J, type: DEVPLAM• .DEVELOPNENT
•Par.0_41-0et 26:2004-9.004,.
640 EWUTHCEN1LE MALL
1
• Thie• Favment 117.81 TctEil ALL 4,10:t: 1.17.81.
Oillance:; At35..P‘1;
*A.
ilccount Co!le AMEcr,iption• kmount •
• .000/345.0 PLAN eHECk - AOORE'
,iyjeggli,4,11,,,„,tic.1.7tr577,t777.4,777.71■,fy c!''',...'177711171,11r42.1517171r411717111"11!-14;1
',PO 07/28 1717 TOTAL 235.62
Proj t t: 6 7/tai e ttz .
Typ6<af I spection:
r ress:
Date
S ci I i struc
.1
4• .t eok I u ti j4.OWe
l0.'/1t/(1 eitoco•
Date wanted:
/ // 09
Requester:
n
Ph'ne:
��
— x 8 5
_ '�� 5'-/
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188.(206)431 -3670
Approved per applicable codes.
COMMENTS:
INSPECTION,RECORD .
Retain a copy, with permit
PERMIT NO.
Corrections required prior to approval.
J $4 :01 REINSPECTI
at 6300 Southcenter
Receipt No:
Inspector:
N RFQUII(ED. Prior to inspection, fee must be paid
6 vd., Suite 100./Call to schedule reins ection.
p
Date:
COMMENTS: P-"4" " I
� F lo - 1y,— ,57.
�drri /f
141,q ro P- "L I I) 1L.AW -°a
`ro G "0 (A-W=4 C'o4 - w
slag.
mo
t of 1 ort., 4 0 Lg 5 I kis P(.d?a
04-c (
Spec! instructio -meP
D ate wanted: q // / 9
Requester: i., d
,/°7 t7 , I
ject ���
C Fb U 2 (/ 0 —
�drri /f
T p f spection:
1Y In
1 y�
Address:
mo
Date called: / q
.(y
Spec! instructio -meP
D ate wanted: q // / 9
Requester: i., d
1'
Phone: 45 '36'o cljt
INSPECTION NO.
`INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
0 Approved per applicable codes. 42Eorrectionsreequired prior to approval.
E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Project Name
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
• )677,7
Authorized Signature
FINALAPP.FRM
City of Tukwila
Fire Department
k - \\.) , ..
TUKWILA FIRE DEPARTMENT
Needs shift inspection
FINAL APPROVAL FORM
Retain current inspection schedule
Approved without correction notice
Approved with correction notice issued
5/,
• f'll ca,
Permit No. ��1 l �zba
•
Thomas P. Keefe, Fire Chief
John W. Rants, Mayor
Address r .� , �.. � c :; LL Suite #
III \<4e1
Date
Rev. 2/19/98 T.F.D. Form F.P. 85 •
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439
PLAN REEW R/ OUTING SLIP
ACTIVITY NUMBER D99 -0263 DATE 7 -28 -99
PROJECT NAME. . KIOSK PK5 STORAGE ROOM
X Original. Plan Submittal Response to Incomplete Letter
Response to Correction Letter # Revision # After. Permit Is Issued
DEPARTMENTS:
Ven
Building Division
Av
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete I I
Comments:
TUES /THURS ROUTING:
Please Route Structural Review Required No further Review Required ri
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved
WRROUTB.DOC
5/99
Fire Prevention
Structural
A
Planning Division
I - 1 Permit Coordinator
DUE DATE: 7 -29 -99
C
0
Not Applicable rI
DUE DATE 8-26-99
Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE
Approved Approved with Conditions C Not Approved (attach comments) C
REVIEWER'S INITIALS: DATE:
Fire Department Review
Control #D99 -0263
(512)
Dear Sir:
City of Tukwila
Fire Department
Re: Kiosk PK5 storage room - 640 Southcenter Mall
July 29, 1999
John W Rants, Mayor
Thomas P. Keefe, Fire Chief
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
Portable fire extinguishers shall be securely
installed on the hanger or in the bracket supplied,
placed in cabinets or wall recesses. The hanger or
bracket shall be securely and properly anchored to the
mounting surface in accordance with the manufacturer's
instructions. The extinguisher shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor and the clearance between the
bottom of the extinguisher and the floor shall not be
less than 4 inches.
Extinguishers shall be located so as to be in plain
view (if at all possible), or if not in plain view,
they shall be identified with a sign stating, "Fire
Extinguisher ", with an arrow pointing to the unit.
(NFPA 10, 1 -6.3) (UFC Standard 10 -1)
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
2. Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort. Exit
doors shall not be locked, chained, bolted, barred, latched
or otherwise rendered unusable. All locking devices shall
be of an approved type. (UFC 1207.3)
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439
City of Tukwila
Fire Department
Page number 2
Thomas P. Keefe, Fire Chief
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. (UFC 1207.3)
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 1207 -1212)
Aisles leading to required exits shall be provided
from all portions of buildings. Aisles located within
an accessible route of travel shall also comply with
the Building Code requirements for accessibility.
(UFC 1204.1)
Combustible material shall not be stored in exits or
exit enclosures. (UFC 1103.3.2.3)
John W. Rants, Mayor
3. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
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 the
W.S.R.B., Factory Mutual, Industrial Risk Insurers,
Kemper or any other representative designated and /or
recognized by The City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler
work shall commence without approved drawings. (City
Ordinance #1742)
Sprinkler protection shall be extended to all areas
where required, including all enclosed areas, below
obstructions and under overhangs greater than four
feet wide. (NFPA 13 -4- 5.5.3.1)
No articles, displays or other materials shall be hung
on or from sprinkler heads or piping. Remove the
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57$4439
Page number 3
Thomas P. Keefe, Fire Chief
item(s) in violation and refrain from this practice in
the future. (NFPA 13 -2- 6.1.7)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
4. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
5. Required fire resistive construction, including
occupancy separations, area separation walls, exterior
walls due to location on property, fire resistive
requirements based on type of construction, draft stop
partitions and roof coverings shall be maintained as
specified in the Building Code and Fire Code and shall be
properly repaired, restored or replaced when damaged,
altered, breached, penetrated, removed or improperly
installed. (UFC 1111.1)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on
detailed description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Yours truly,
.e v
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439
r-62S- 052 -OOO (8f97)
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
?::REGIST: #'_
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WILCOX CONSTRUCTION INC
123 4TH AVE N
'EDMONDS WA 98020
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The Richard E. Jacobs Group
25425 Center Ridge Road Cleveland. Ohio 44145-4122
Phone: 218-871-4800
TITLE SHEET
GENERAL NOTES
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SOUTHCENTER MALL
TUKILA, WASHINGTON
Center Ridge Design Services, Inc.
Architects - Engineers
25425 Center Ridge Road C1,7eland, Ohio 44145-4122
Phone: 218-971-.00
RICIIP110 WR6
STATE OF WASHINGTON
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I The Richard E Jacobs Croup
Nemeor
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25425 Center Ridge Road Cleveland, Ohio 44145-4122
Phone: 218-871-4800
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STORAGE ROOM
FLOOR PLAN
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SOUTHCENTER MALL
TUKWILA (SEATTLE), WASHINGTON
Center Ridge Design Services Inc.
Architects — Engineers
25425 Center Ridge Road Clevelend, Ohio 4-4145-4122
Phone: 216-871-4800
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STATE OF WASHINGTON
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1 STI.b''S.
r WALL AT DOWN RIB - WALL AT (P RIB
SECTION AT WALLS LOCATED PARALLE - TO ROOF DECK RIBS
6' -0' 0/C MAX, 6•-0• O/C MAX, ' ` l 6 O/C MAX.
SECTION A-A SECTION 8-B
SIMTION AT WALLS LOCA 1 aD MiRMENDICLILAR TO ROOF DECK PBS
MIN. 3' X 20 GA METAL STUD- B DO NOT ATTAO-I
BED FLANGES TO FIT INTO DECK RIB. TO N ETAL
SLIP JOINT DETAIL AT DECK
DIAGONAL LATERAL BRACING IS SIMILAR TO
14-NG AND PARTITION WALLS.
5/8 F.R. GYP, ED. TO DECK ABOVE PROVIDE
3/4 SPACE, AS SHOWN, FOR DEFLECTION
PROVIDE METAL STUDS ( 20 GA. ) AT 7 -O'
OC. W/ I- )ORIZONTAL STIFFENERS AT 10' -O
O.C. (MAX) ( DO NOT ATTACH TO TOP TRACK )
DO NOT TAPE TOGTI-ER
CONTWJOUS COLD ROLLED STEEL CHANNEL,
SNAPPED INTO SLOT W METAL STUDS.
LOCATE AS FOLLOWS
A) 7-0' (MAX) BELOW TOP SUPPORT
TO HOLD STUDS VERTICAL
B) IO'-O' 0. C. (MAX) TO DISTRIBUTE
LATERAL LOADS
THIS CONTRACTOR S -LAIN- PROVIDE DEMISING
WALL FULL I- EIGHT, INCLUDING SLIP JOINT,
WITH 5/8' FR. GYP BD FROM FINISH FLOOR
TO SUP JOINT ABOVE PROVIDE DIAGONAL
BRACING WI-EN HEIGHT OF WALL EXCEEDS
.MFG. 1-EIGHT REQUIREMENTS.
WALL ASSEMBLY 6' 20 GA. METAL STUDS AT
24 O.C.WITH MID - SPAN STIFFENERS AND 5/8' FR.
GYP BD 8011-4 SIDES. I HOUR FIRE RATED ASSEMBLY.
SECURE BOTTOM TRACK TO FLOOR.
CONCRETE FLOOR. VERIFY IF EXISTING.
SCALE 3° -r -O°
CLEAT
k �
3' MN.
B
DEEP SLIDE TRACK AT ROOF
DECK 0R BOTTOM CF JOISTS.
see PLAN FOR LOCATION
ROOF STRUCTURE ABOVE VERIFY ELEVATION.
NONA:E. A,. DECK CONSTRUCTION.
20 GA GALS METAL FIRE TRACK SHADOWLIN=
W/ SJP OJP W/2 WAFER kEAD FSC.EEWS AT F.A cm
SLP CUP. 2 CLIPS ON EACH METAL STUD. MFG.
PRE CORP. 1-80 OR EQUAL
UL S :'STEM NO. 1-1W-S0012
PROVIDE ADDITIONAL SCREWS STUDS
DO NOT F INIT E WITH fA WALL
MIN 31/7 METAL STUD
O/C MAX.
MK 9 V?1.1 . Gl0
WSW MO COM
HUNG SOFFITS SUPPORTED SIMILARLY, WITH
ADDITIONAL HANGER WIRES FROM WALL
BRIDGING LP TO ROOF JOIST BOTTOM CHOR
AT 6' -0' 0 /C.
DETAIL AT METAL DECK
SCALE 3' -I' -O' ONE 1 -1OUR FIRE RATED. PK5
SLIP JOINT IET441..AT NON-METAL TAL DECK
DETAIL AT NON-METAL DECK
ONE HOUR FIRE RATED. PK5
WI-BJ 5/8' F.R. GYP. ED. RUMS PARALLEL TO META. DECK I
NONMETAL DECK FLUTES, EXTEND 5/8' FR. GYP. ED. TO TO P
OF DECK. PROVIDE FIRE SHIELD SEALANT AT JOINT.
AND
WIEN 5/8' F.R. GYP. BD. RUNS PERPENDICULAR TO METAL
DECK / NONMETAL DECK FLUTES, EXTEND 5/8' FR. GYP. B4).
TO TOP OF DECK, AND CUT GYP. ED. TO CONFORM TO
PROFILE OF DECK PROVIDE FIRE SHIELD SEALANT AT JOINT.
VERIFY EXISTING ROOF ASSEMBLY CONSTRUCTION. IF ROOF
STRUCTURE IS A METAL DECK, USE METAL DECK DETAILS ON
THIS SHEET, IF ROOF STRUCTURE IS A NONMETAL DECK, IjSE
NONMETAL DECK DETAILS ON THIS SHEET.
LANDLORD'S CONTRACTOR SHALL PROVIDE DEMISING WALL. FULL
I- EIGHT, INCLUDING SUP JOINT DETAIL AT LEAD. PROVIDE 5/8'
FIRE RATED GYPSUM BOARD FROM FINISH FLOOR TO SLIP JOINT
ABOVE AS DETAILED. METAL STLD WALL TO LW 6' X 20 GA.
STUDS AT I6' O.C. WITH MID SPAN STIFFENERS. PROVIDE DIAGONAL
BRACING WI-EN FIGHT OF WALL EXCEEDS TI-S RECOMMENDED
MANLFACTI'S HEIGHT REQUIREMENTS.
EXISTING OR NEW CONCRETE SLAB ON GRADE OR CONC ETE
TOPPING ON STRUCTURAL DECKING. SEE FLOOR PLAN VERIFY
IN TI-E FIELD, IF FLOOR NOT EXISTING PROVIDE NEW CONCRETE
FOR WALL SUPPORT PER DETAILS AND TO MATCH EXISTING.
IF NEW CONCRETE SLAB ON GRADE IS REQUIRED. PROVIDE 4'
CONCRETE SLAB WITH EX6 10 /10 W.WM. OVER 6 MILLIMET VAPOR
BARRIER OVER MINIMUM 4' WAS-ED GRANULAR FILL, OVEN WELL
COMPACTED EARTH.
FIRST CONSTRUCTION POUR TO EXTEND W.WM Z -6' BEYOND END
OF CONSTRUCTION AT DEMISING WALL, AND EXTEND CONCRETE
POUR 7 BEYOND CENTER LINE OF DEMISING WALL I
SECOND CONSTRUCTION POUR TO EXTEND CONCRETE FROM SLAB
LNOM DEMISING WALL IN70 TENANT SPACE. TIE INTO AND EXTEND
W.W.M. WHEN EMENDING CONCRETE POUR.
WALL CONSTRUCTION SHOWN SHALL BE A ONE HOUR FIRE RATED
ASSEMBLY. U.L DESIGN NUMBER U465. SEE DETAILS.
EXISTING CONSTRUCTION
VERIFY MATERIALS
FIRE RATED
SEALANT COM
20 GA GALV. METAL FIRE TRACK
WWI W/
ILE SCR T
SCREWS AT EAOI-I
SLIP OJP, 2 CLIPS ON EACH METAL
SILO ( FUZE TRACK CORP. I- 800
394 -9875) OR EQUAL, U. SYSTEM
NO. MN - S - 0013
5/8' FR. GYP. 80. W/ METAL
BEADS ON CORNERS. BOTH SIDES
FIRE TAPE AND CONFOUND
(30TH SIDES
r GYP BD. SCREWS
•7 -O O.C. TIE TO MTL STUDS
COM'. COLD ROLLED STEEL 04AN EL
SNAPPED O � SLOT IN METAL STUDS
AS A. 7 -0' ( MAX ) BELOW TOP SUPPORT
TO HOLD STUDS VERTICAL
a )10'0' 0/C ( MAX.) TO DISTRIBUTE
LATERAL LOADS ( HORIZ, STIFFENERS )
5/8' FR. GYP. BD. /LLL JOINTS
TO BE TAPED AND SANDED.
11-RS FIRE RATED ASSEMI3LY
( UL NO. U465 ) WHERE REQUIRED.
DETAIL AT STEEL BEAM
SCALE 3' •I'-O'
ONE 1-1OUR FIRE RATED. PK5
DO NOT TAPE
TOGETHER
�— METAL STUDS. NESTED INTO THE FLUTES
OEM SPANNING GETWEEN JOISTS
/f ' tL TO LATERALLY ILPFORT TOP CF WALL.
BEND TO PIT DECK FLUTES. PROVIDE CLEATS
AT 0A0H END TO KEEP FROM SHIFTING.
SECTION A
ROOFING OVER INSULATION, OVER METAL DECK
ROOFING OVER INSULATION, OVER METAL DECK
—FILL VOID SPACES WITH COMPRESSIBLE
TI- ERMAFIBER INSLLATION
20 GA GALV. METAL FIRE TRACK SHADOWLINE
W/ SLIP CLIP W/2 WAFER I-EAD SCREWS AT EACH
SLIP CLIP, 2 CLIPS ON EACH METAL STUD. MFG.
FEE TRAK CORP. 1 -800 -394 -9875 OR EQUAL.
U.L. SYSTEM NO. NW- S -0012
PROVIDE ADDITIONAL SCREWS 13FTWEEN STUDS.
DO NOT INTERFERE WITH COMPRESSION
ACTION OF WALL
WALL ASSEMBLY 6' 20 GA. METAL STUDS AT 7 -0' O.C.
WITH MID - SPAN STIFFENERS AND 5/8' FR. GYP BD
ON BOTH SIDES. ONE HOUR FIRE RATED ASSEMBLY.
5/8' F.R. GYP. BD. TO DECK ABOVE PROVIDE
3/4' SPACE. AS SHOWN. FOR DEFLECTION.
PROVIDE METAL STUDS ( 20 GA. I AT 7 -0'
O.C., W/ HORIZONTAL STIFFENERS AT IO'-0'
O.C. ( MAX I ( 00 NOT ATTACH TO TOP TRACK )
CONTINUOUS COLD ROLLED STEEL CHANNEL,
SNAPPED INTO SLOT IN METAL STUDS.
LOCATE AS FOLLOWS
A) 7 -0' (MAX) BELOW TOP SUPPORT
TO HOLD STUDS VERTICAL.
B) IO' -0' O. C. (MAX.) TO DISTRIBUTE
LATERAL LOADS.
THIS CONTRACTOR SHALL PROVIDE DEMISING
WALL FULL I- EIGHT, INCLUDING SLIP JOINT,
WITH 5/8' FR. GYP BD FROM P02514 FLOOR
TO SLI^ JOINT ABOVE. PROVIDE DIAGONAL
BRACING WHEN I - EIGHT OF WALL EXCEEDS MFG
I -E151-IT REOUIREMENTS.
oECLRE BOTTOM TRACK TO FLOOR
SLIP JOINT DETAIL AT DECK
DETAIL AT METAL DECK
SCALE 3'-1'0' ONE HOUR FIRE RATED. PK5
WI-EN 5/8' FR. GYP, BC. RUNS PARALf3 TO METAL DECK
NONMETAL DECK FLUTES, EXTEND 5/8' FR. GYP. BD. TO TOP
OF DECK. PROVIDE FIRE SHIELD SEALANT AT JOINT.
AND
WI-EN 5/8' FR. GYP. 80. PANS PERPENDICULAR TO METAL
DECK / NONMETAL DECK FLUTES, EXTEND 5/8' FR. GYP. 90.
TO TOP OF DECK. AND CUT GYP. BD. TO CONFORM TO
PROFILE OF DECK PROVIDE FIRE SHIELD SEALANT AT JOINT.
FIRE RATED
SEALANT, CONT.
STEEL BEAM,
OR JOISTS
fo
I-5/8' STL RUN 046/4
BRACKETS • 24' O.C. W/
I -3 /8'X7 /8' CORNER ANGLES
ATT. TO CHAN. BRACKETS
( U. NO. N5OI ) WI-ERE REQUIRED.
FIRE TAPE AND COMPOUND
BOTH SIDES
DO NOT TAPE TOGETHER
PROVIDE 6'X20 GA. METAL
STUDS • I6' O.C. W/ 1-IOR7
STIFFENERS AT IO'-O' O.C.
WITHOUT TOP CIAN/-0L
A-2
SOUTFHCENTER PK5
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