HomeMy WebLinkAboutPermit M16-0131 - SPECULATIVE SPACE - GRILLSSPECULATIVE SPACE
16400 SOUTHCENTER PKWY
UNIT 406
M16-0131
elli City of Tukwila
• Department of Community Development
+ 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.Tukwi[aWA.gov
MECHANICAL PERMIT
Parcel No:
2623049021
Permit Number: M16-0131
Address:
16400 SOUTHCENTER PKWY Unit406
Issue Date: 9/8/2016
WA Cities Electrical Code:
2014
Permit Expires On: 3/7/2017
Project Name:
SPECULATIVE SPACE
2014
Owner:
2015
WA State Energy Code:
Name:
RADOVICH PROPERTIES LLC
2015
Address:
2835 82ND AVE SE STE S 1, MERCER
ISLAND, WA, 98040
Contact Person:
Name:
PATRICK CONVERSE
Phone: (425) 766-1941
Address:
PO BOX 70, FALL CITY, WA, 98024
Contractor:
Name:
ALL STAR HEATING & A/C INC
Phone: (425) 222-7652
Address:
PO BOX 70, FALL CITY, WA, 98024-
0070
License No:
ALLSTHA044JK
Expiration Date: 4/12/2017
Lender:
Name:
Address:
DESCRIPTION OF WORK:
INSTALLING FIVE (5) NEW GRILLS AND MOVING TWO (2) EXISTING GRILLS.
Valuation of Work: $2,250.00
Fees Collected: $233.88
Type of Work:
REPLACEMENT
Electrical Service Provided by: PUGEST SOUND ENERGY
Fuel type: GAS
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2015
National Electrical Code:
2014
International Residential Code Edition:
2015
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2015
WAC 296-466:
2014
Uniform Plumbing Code Edition:
2015
WA State Energy Code:
2015
International Fuel Gas Code:
2015
Permit Center Authorized Signature: k" (P 6 Dater
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 la s regulating construction or the performance of work. I am authorized to sign and obtain this
development er it and agree to th con itions attached ermit.
Signat e:Date: ? ��
i w
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: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
4: 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.
S: ***MECHANICAL PERMIT CONDITIONS***
6: 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.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1800 MECHANICAL FINAL
0701 ROUGH -IN MECHANICAL
CITY OF TUKR _ .A
Community Development Department
Permit Center
• 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.Tukwi]aWA.gov
SITE LOCATION
Mechanical Permit No. ---_!
Project No.
Date Application Accepted:
Date Application Expires:
use
MECHANICAL PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
"please print"
King Co Assessor's Tax No.: b 43 O Q '�
Site Address: Suite Number: �e_ Floor:_
Tenant Name: Pc�c_�.� a-rit d�P ) �.� New Tenant: -�S..... Yes ❑.. No
PROPERTY OWNER
Name: :so "?\) 0 p wv I G
:4
Address U3 A'Je Sr
City:& 11 State: '1� Zip: {)
CONTACT PERSON — person receiving all project
communication
Name: A115TAQ,
-,
Addresst:
(,�Q7
1i)
City: '0))
) +Ic
State: Zip:
D
D
Phone: o�S 76 6
19 7 S Fax:
i
Email:
AI ST n U k
9
IMF
MECHANICAL CONTRACTOR INFORMATION
Company Name:
'1 J crigi? 14a t,�
Address: _�/
(,�Q7
1i)
City:
State: 013 Zi
rwock
Phone:-I,,\S
Fax:
Contr Reg No.:
`t_ oq Exp Date: G1
Gll
FFkwila Business License No.: U L"S 0 ()
Valuation of project (contractor's bid price): $ 7 60
II.. r
Describe the scope of work in detail: •�/�.57'j� jl�L{ S A/C W h d O�/�l�f p� EX, i�r�J(
Use: Residential:
New..........
❑
Replacement........ ❑
Commercial:
New..........
❑
Replacement......
Fuel Type. Electric......
❑
Gas ........
❑ Other:
H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx
Revised: January 2016 Page 1 of 2
bh
Indicate type of mechanical work being installed and the quantity below:
Unit Type
Qty
Furnace <100k btu
Residential, Nighttime
Furnace >100k btu
Industrial
Floor furnace
55 dB(A)
Suspended/wall/floor
mounted heater
57 dB(A)
.Appliance vent
Commercial
Repair or addition to
heat/refrig/cooling
system
47 dB(A)
Air handling unit
<10,000 cfm
65 dB(A)
Unit Type
Qty
Air handling unit
>10,000 cfm
Residential, Nighttime
Evaporator cooler
Industrial
Ventilation fan
connected to single duct
55 dB(A)
Ventilation system
57 dB(A)
Hood and duct
Commercial
Incinerator — domestic
47 dB(A)
Incinerator —
comm/industrial
65 dB(A)
Unit Type
Qty
Fire damper
Residential, Nighttime
Diffuser
Industrial
Thermostat
55 dB(A)
Wood/gas stove
57 dB(A)
Emergency enerator
Commercial
Other mechanical
equipment
47 dB(A)
60 dB(A)
65 dB(A)
Boiler/Compressor Qty
0-3 hp/100,000 btu
3-15 h /500,000 btu
15-30 hp/1,000,000 btu
30-50 hp/1,750,000 but
50+ h /1,750,000 btu
Noise:
Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is
created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed.
For more details, see TMC 8.22
District of Sound
Producing Source
District of Receiving Property
Residential, Daytime*
Residential, Nighttime
Commercial
Industrial
Residential
55 dB(A)
45 dB(A)
57 dB(A)
60 dB(A)
Commercial
57 dB(A)
47 dB(A)
60 dB(A)
65 dB(A)
Industrial
60 dB(A)
50 dB(A)
65 dB(A)
70 dB(A)
*Daytime means 7AM-IOPM, Monday through Friday and 8AM-IOPM, Saturday, Sunday and State -recognized holidays.
A few sounds are exempt from the noise code, including:
Warning devices;
Construction and property maintenance during the daytime hours (lam-IOpm);
Testing of backup generators during the day.
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 extension of time for additional periods not to exceed 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.
AUTHORIZED AGENT:
Print Name:%'� t C' `'gov \-Q
Date: V) -c
Day Telephone: `y.�s 7 4 q 7 l
�
Mailing Address: &, (3n O� 7o �) (� C
City State Zip
H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx
Revised: January 2016 Page 2 of 2
bh
DESCRIPTIONS
ACCOUNT QUANTITY
PAID
PermitTRAK
$188.90
M16-0131 Address: 16400 SOUTHCENTER PKWY Unit406 Apn: 2623049021
$188.90
MECHANICAL
$179.90
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00 0.00
$32.50
PERMIT FEE
R000.322.100.00.00 0.00
$147.40
TECHNOLOGY FEE
$9.00
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R9361
R000.322.900.04.00 0.00
$9.00
$188.90
Date Paid: Thursday, September 08, 2016
Paid By: DAVID JOANIS
Pay Method: CREDIT CARD 00696G
Printed: Thursday, September 08, 2016 11:49 AM 1 of 1
SYSTEMS
Date Paid: Tuesday, August 23, 2016
Paid By: PATRICK CONVERSE
Pay Method: CREDIT CARD 05241G
Printed: Tuesday, August 23, 2016 12:16 PM 1 of 1
L1 Lk SYSTEMS
INSPECTION RECORD `
Retain a copy with permit �� U
INS ION 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
Approved per applicable codes. Corrections required prior to approval.
Inspector: Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
` Retain a copy with permit tI41(. _Q t31
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
Project:T
e of Inspection:
-CcAI4T7 VV SPCI(J
- IAJ 6-e1A-A-))6
Address:
Date Called:
Special Instructions:
ate W t
rR—eq
uest r:
7'O -C' 14
Phone No:
S r S"3 17
Approved per applicable codes. a Corrections required prior to approval.
1116116
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
PERMIT NUMBER: M16-0131 DATE: 08/23/16
PROJECT NAME: SPECULATIVE SPACE
SITE ADDRESS: - 16400 SOUTHCENTER PKWY, #406
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
�� 8�25�Icv
Bui ing Division
_30— " —"
Fire Prevention 4Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DATE: 08/25/16
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
DATE:
DUE DATE: 09/22/16
Approved ❑ Approved with Conditions LJ
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
ALL STAR HEATING & A/C INC
Home Espanol Contact
Safety & Health Claims & Insurance
A 1h
Washington State Department of
Labor & Industries
ALL STAR HEATING & A/C INC
Owner or tradesperson
Principals
CONVERSE, PATRICK NEAL, PRESIDENT
Doing business as
ALL STAR HEATING & A/C INC
WA UBI No.
601 703 920
License
PO BOX 70
FALL CITY, WA 98024-0070
425-222-7652
KING County
Business type
Corporation
Page 1 of 2
Search L&I_
A -"L Index Help MN L&I
Workplace Rights
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Coo
...............nstruction.............................Contract.......r.. Active.
Meets current requirements.
License specialties
GENERAL
License no.
-ALLSTHA044JK
Effective — expiration
04/12/1996— 04/12/2017
Bond
Great American Ins Co
$12,000.00
Bond account no.
2214136
Received by L&I
Effective date
02/03/2014
01/24/2014
Expiration date
Until Canceled
Bond history
Insurance
Continental Western Ins Co
$1,000,000.00
Policy no.
CWP6011429
Received by L&I
Effective date
01/08/2016
01115/2014
Expiration date
01/15/2017
Insurance history
Savings
.............
No savi.ngs 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 viola4ions during the previous 6 year period.
Trades & Licensing
Help us improve
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601703920&LIC=ALLSTHAO44JK&SAW= 9/8/2016
Cn
}
11
SOUTHCENTER PLACE
EXISTING 5 -STORY OFFICE
BUILbIN0
40 0
Ili
SUITE 406
1.470 SQ. FT. i
♦ "P ;
\ o
\o &
i
NO CHANGE IN BUILDING AREA
NO CORE I SHELL WORK
NO STRUCTUR , WORK
NO EXTERIOR WORK
NO CHANGE OF USE
OCCUPANT LOAD 8 EXITING:
PER IBC TABLE 1004.1.2:
BUSINESS AREA =100 SF PER OCCUPANT
PER IBC TABLE 1015.1-
0.49 OCCUPANT LOAD = ONE (1) EXIT
REQUIRED
50-500 OCCUPANT LOAD = TWO (2) EXITS
REQUIRED
1.470 SF C 1:100 =15 OCCUPANTS
1 EXIT REQUIRED.1 EXIT PROVIDED
PROJECT COMPLIES
EXITING PLAN AND OCCUPANCY LOAD CALCULATION
EXISTING f
STRUCTURE
METAL CLIP
METAL STUDS STAGGERED C,, 6'-0"
O.C. FOR ALL UNBRACED STRAIGHT
RUN'S OF WALL OVER 12'-0'. ATTACH
TO STRUCTURE ABOVE.
(2)1:10 SCREWS f
SCHEDULED CEILING TILE & GRID
E' MAX VIVAX 8'M E' MAX V MAX 8' MAX 2' MAX
TO END
1111
OF WALL
OMIT BRACING AT WALL -
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
NOTES:
1. LATERAL BRACING IS TO BE INS TALLED ON
TENANT PARTITIONS AT S FEET O.C. EXCEPT AT
INTERSECTIONS WITH WALLS AT LEAST 4 FEET
LONG. (PER TYPICAL PARTITION PLAN)
2. PROVIDE BRACING AT ANY PERMANENT
PARTITION THAT IS NOT ATTACHED TO CEILING
GRID_
INFORMATION
4'-0" WIDE ACOUSTIC BATT
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INSULATION CENTERED OVER
F
c�
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
SEISMIC BRACING (BEYOND)
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
`
PER 7m-1.
NUMBER:
114' NON-COM#BUSTABLE
LEGAL DESCRIPTION:
4
STANDARD HEAD
BRACING
WOOD FILLER UNDER MAIN
1-112"=1+-0•
118' BLACK FOAV TAPE, HOLD
RUNNERS.
ACT
ACOUSTICAL CEILING TILE
ii
FEET
ORIG
i
i
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
ADJ
i
.
FURNISHIFURNiSHINGS
PERM
PERMANENT
•-
±13.700 SO Fr.
SUITE 406
1.470 SQ. FT. i
♦ "P ;
\ o
\o &
i
NO CHANGE IN BUILDING AREA
NO CORE I SHELL WORK
NO STRUCTUR , WORK
NO EXTERIOR WORK
NO CHANGE OF USE
OCCUPANT LOAD 8 EXITING:
PER IBC TABLE 1004.1.2:
BUSINESS AREA =100 SF PER OCCUPANT
PER IBC TABLE 1015.1-
0.49 OCCUPANT LOAD = ONE (1) EXIT
REQUIRED
50-500 OCCUPANT LOAD = TWO (2) EXITS
REQUIRED
1.470 SF C 1:100 =15 OCCUPANTS
1 EXIT REQUIRED.1 EXIT PROVIDED
PROJECT COMPLIES
EXITING PLAN AND OCCUPANCY LOAD CALCULATION
EXISTING f
STRUCTURE
METAL CLIP
METAL STUDS STAGGERED C,, 6'-0"
O.C. FOR ALL UNBRACED STRAIGHT
RUN'S OF WALL OVER 12'-0'. ATTACH
TO STRUCTURE ABOVE.
(2)1:10 SCREWS f
SCHEDULED CEILING TILE & GRID
E' MAX VIVAX 8'M E' MAX V MAX 8' MAX 2' MAX
TO END
1111
OF WALL
OMIT BRACING AT WALL -
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
NOTES:
1. LATERAL BRACING IS TO BE INS TALLED ON
TENANT PARTITIONS AT S FEET O.C. EXCEPT AT
INTERSECTIONS WITH WALLS AT LEAST 4 FEET
LONG. (PER TYPICAL PARTITION PLAN)
2. PROVIDE BRACING AT ANY PERMANENT
PARTITION THAT IS NOT ATTACHED TO CEILING
GRID_
n
COMMON AND CORE AREAS,
(N.I.C.. TYP_)
- - - --- POINT WHERE 2 PATHS TO
SEPARATE EXITS ARE
t AVAILABLE, TYP.
COMMON PATH OF EGRESS TRAVEL:
PER IBC 1014.3:
MAX. LENGTH =100'-D" FOR BUILDINGS WITH
SPRINKLER SYSTEM
LONGEST COMMON PATH OF EGRESS
TRAIL _ ± 80' (SURE 406) AND ±6;' (SUITE
405
PROJECT COMPLIES
EXIT ACCESS TRAVEL DISTANCE:
PER IBC TABLE 1018.2:
MAX. DISTANCE= 300'-0' FOR GROUP'B'
OCCUPANCY IN BUILDINGS WITH SPRINKLER
SYSTEM
PROJECT COMPLIES.
T
2 VICINITY MAP
�M STRANDER BLVD
II I!llii 1 --
i` -e
I
36136
Y
rr+
U,
E- I <
Z -
w+ I0 - - -
oI +
ti
_i;-_: I ! i
OUTBACK STESK HOUSE
1116"=1'-O" 1 3 1 SITE PLAN
INFORMATION
4'-0" WIDE ACOUSTIC BATT
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INSULATION CENTERED OVER
• DEMISING OF AN EXISTING '-UITE INTO TWO SMALLER SUITES -SUITES 405 AND 406
c�
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
SEISMIC BRACING (BEYOND)
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
`
PER 7m-1.
NUMBER:
114' NON-COM#BUSTABLE
LEGAL DESCRIPTION:
4
STANDARD HEAD
BRACING
WOOD FILLER UNDER MAIN
1-112"=1+-0•
118' BLACK FOAV TAPE, HOLD
RUNNERS.
ACT
ACOUSTICAL CEILING TILE
FT
FEET
ORIG
ORIGINAL
i
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
ADJ
ADJACENTIADJUSTABLE
FURN
FURNISHIFURNiSHINGS
PERM
PERMANENT
•-
±13.700 SO Fr.
AFF
ABOVE FINISH FLOOR
GA
GAUGE
PL
PLATE
CONTINUOUS 'L' METAL
ALT
ALTERNATE
GALV
GALVANIZED
PLAM
PLASTIC LAMINATE
G
2014 NATIONAL ELECTRICAL CODE (NEC)
ALUM
ALUMINUM
GD
GARBAGE DISPOSAL
PLYWD
PLYWOOD
2385 82ND AVENUE SE, SUITE 300. MERCER ISLAND, WA 98040
APPROX.
APPROXIMATELY
GL
GLASS 1 GLAZING
PR
PAIR
71
518' FIRE RETARDANT TREATED
C
AT
G1PVB
GYPSUM WALL BOARD
PTN
PARTITION
Y
BLDG
BUILDING
HC
HOLLOW CORE
R
RADIUS / REMOVE I RELOCATE
'
BLKG
BLOCKING
HDW
HARDWARE
RB
RUBBER BASE
i
BIS
BUILDING STANDARD
HM
HOLLOW METAL
REF
REFRIGERATOR
c; V;
CAB
CABINET
HT
HEIGHT
REFUD
REFLECTED
.�
HILTI X -U (OR XL+15) UNIVERSAL
CLR
CLEARICLEARANCE
HVAC
HEATING, VENTILATING,
REINF
REINFORCING
CLG
CEILING
AIR CONDITIONING
REO'D
REQUIRED
}
CL
CENTERLINE
IN
INCH
REV
REVISION I REVERSE
(FOLLOW MANUFACTURER'S
COL
COLUMN
INCL
INCLUDE
RM
ROOM
C=
COMM
COMMUNICATION
INSUL
INSULATION
RD
ROUGH OPENING
a
(BOTH SIDES OF PARTITION) -�
COMP
COMPOSITION
INT
INTERIOR
S
SOUTH
L
CONST
CONSTRUCTION
JT
JOINT
SCHED
SCHEDULE
CONT
CONTINUOUS
LLcCiTE
BY LANDLORD AT TENANT'S
SC
SOLID CORE
�c
CPT
CARPET
EXPENSE
SECT
SECTION
CT
CERAMICICONCRETE TILE
LF
LINEAL FOOT
SIM
SIMILAR
?;
DIA
DIAMETER
MAX
MAXIMUM
SPEC
SPECIFICATION
DR
DOOR
MECH
MECHANICAL
SO
SQUARE
DIM
DIMENSION
MFR
MANUFACTURER
STD
STANDARD
,
DW
DISHWASHER
MIN
MINIMUM
STL
STEEL
C
DWG
DRAWING
MISC
MISCELLANEOUS
STOR
STORAGE
U c
E
EXISTING / EAST
MSA
MARVIN STEIN ASSOCIATES
SUSP
SUSPENDED
= '
EA
EACH
MTD
MOUNTED
TEL
TELEPHONE
d
`ELECTELECTRICAL
ELEC
ELECTRIC
MTL
METAL
TSG
TEMPERED SAFETY GLASS
MW
MICROWAVE OVEN
TYP
TYPICAL
�v
ELEV
ELEVATION (VIEW)
N
NORTH I NEIN'
UNO
UNLESS NOTED OTHERWISE
EQ
EQUAL
NIA
NOT APPLICABLE
VCT
VINYL COMPOSITE TILE
EXIST
EXISTING
NIC
NOT IN CONTRACT
VERT
VERTICAL
EXT
EXTERIOR
NO
NUMBER
W
WEST
FIN
FINISH
NOM
NOMINAL
W1
WITH
CD
Lr
FLR
FLOOR
NTS
NOT TO SCALE
W10
WITHOUT
..
FLUOR
FLUORESCENT
OC
ON CENTER
WG
Vs'ALLCOVERING
FMC
FLOOR MATERIAL CHANGE
OPNG
OPEN?NG
4VD
tVOOD
2t- I v
FR
FIRE RATED
OPP
OPPOSITE
��o�
O._ t
ABBREVIATIONS
i
Ll��JX
n
COMMON AND CORE AREAS,
(N.I.C.. TYP_)
- - - --- POINT WHERE 2 PATHS TO
SEPARATE EXITS ARE
t AVAILABLE, TYP.
COMMON PATH OF EGRESS TRAVEL:
PER IBC 1014.3:
MAX. LENGTH =100'-D" FOR BUILDINGS WITH
SPRINKLER SYSTEM
LONGEST COMMON PATH OF EGRESS
TRAIL _ ± 80' (SURE 406) AND ±6;' (SUITE
405
PROJECT COMPLIES
EXIT ACCESS TRAVEL DISTANCE:
PER IBC TABLE 1018.2:
MAX. DISTANCE= 300'-0' FOR GROUP'B'
OCCUPANCY IN BUILDINGS WITH SPRINKLER
SYSTEM
PROJECT COMPLIES.
T
2 VICINITY MAP
�M STRANDER BLVD
II I!llii 1 --
i` -e
I
36136
Y
rr+
U,
E- I <
Z -
w+ I0 - - -
oI +
ti
_i;-_: I ! i
OUTBACK STESK HOUSE
1116"=1'-O" 1 3 1 SITE PLAN
STUD SCHEDULE I STUD SCHEDULE
STUD SCHEDULE.
2-112- = 25OS125-27 (22 3A): MAX
110' -THIGH.
3-518'z 362S125-27 (22 04- MAX
13'-0" HIGH.
6" = 600S125-27 (22 (=:ALL: MAX
LLT -6" HIGH.
NOTES:
1. ALL STUDS ARE AT
2. USE SAME GAUGE Ati STUDS
FOR TRACKS AND CHAVNNEL.
3. USE SSMA TECHNICAL GUIDES.
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 518` TYPE'X'
G111B EACH SIDE.
STUD SCHEDULE:
271/2'= 25CS125-27 (22 GA): MAX
10' 0' HIGH
3-518' = 362S125-27 (22 GA) MAX
13'-0' HIGH
6' = 600S125-27 (22 GA): MAX
1T-6' HIGH.
NOTES:
1. ALL STUDS ARE AT 16" O.C.
2, USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
SOUTHCENTER
PLACE
16400 SOUTHCENTER
PARKWAY
TUKWILA, WA 98188
SEISMIC BRACING (BEYOND)
PER 71TI-1.
PROJECT
INFORMATION
4'-0" WIDE ACOUSTIC BATT
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INSULATION CENTERED OVER
• DEMISING OF AN EXISTING '-UITE INTO TWO SMALLER SUITES -SUITES 405 AND 406
PARTITION ABOVE HUNG CEILING.
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
SEISMIC BRACING (BEYOND)
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
`
PER 7m-1.
NUMBER:
114' NON-COM#BUSTABLE
LEGAL DESCRIPTION:
114' NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
#7904180861 SD PLAT DAF - POP SE 114 OF NW 11; BEG AT MONUMENTAL INTSN OF CIL'S OF
WOOD FILLER UNDER MAIN
RUNNERS.
118' BLACK FOAV TAPE, HOLD
RUNNERS.
\
BACK 114" FROM EDGE OF TRACK
\
(BOTH SIDES)
BKVD TH S 89.45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO
EXISTING CEILING _
Ar-��
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
EXISTING CEILING
II -A. FULLY SPRINKLERED
OCCUPANCY TYPE:
B. OFFICE
METAL TRACK WITH (2) #10
1,470 SQ.FT
•-
±13.700 SO Fr.
APPLICABLE CODES:
SCREWS AT 16' 0. C.
NORTH
CONTINUOUS "L' METAL
2012 INTERNATIONAL MECHANICAL CODE (IMC)
CONTINUOUS 'L' METAL
TRIM W,! PAPER WING (BOTH
2012 WASHINGTON STATE ENERGY CODE (WSEC) SE_PAPAT E PE IAPIT
NTS
REVEAL (PAINT BLACK) OR
TRIM VJ1 PAPER WING (BOTH
SIDES OF PARTITION)
2014 NATIONAL ELECTRICAL CODE (NEC)
MATCH EXISTING CONDITION.
SIDES OF PARTITION,
BUILDING
[IfElectrical
REPRESENTATIVE:
(BOTH SIDES OF PARTITION)
2385 82ND AVENUE SE, SUITE 300. MERCER ISLAND, WA 98040
CONTACT - REBECCA DAVIDSON Gas Piping
ACOUSTIC BATT INSULATION -
EMAIL - rebeccadia*lsonCjadeno.com City of Tukwila
DESIGNER
518' FIRE RETARDANT TREATED
1500 WESTLAKE AVENUE N, SUITE ONE, SEATTLE, WA 98109
CONTACT - LINDA DUCEY
PLYWOOD BLOCKING AT WALL
HUNG ITEMS (WHERE
APPLICABLE- REFER TO
DRAWING PLANS).
ALTERNATE FOR BLOCKING:
20' WIDE SHEET METAL AT +40'
GALV. STEEL SILL TRACK.
FROM FLOOR TO BOTTOM (IN
GALV. STEEL SILL TRACK.
ATTACH TO STRUCTURE WITH
LIEU OF WOOD BLOCKING
ING
ATTACH TO STRUCTURE WITH
HILTI X -U (OR XL+15) UNIVERSAL
HILTI
HILTI X -U (OR XU15) UNIVERSAL
KNURLED SHANK POWER DRIVEN
KNURLED SHANK POY'1ER DRIVEN
FASTENER WITH MIN. 1"
518' G*B. TYPE 'X' EACH SIDE
FASTENER WITH MIN. 1-
EMBEDMENT @ 16- O.C,
EMBEDMENT @ 16' O.C.
(FOLLOW MANUFACTURER'S
(FOLLOW MANUFACTURER'S
INSTRUCTIONS).
BASE, AS SCHEDULED.
INSTRUCTIONS}.
(BOTH SIDES OF PARTITION.)
FLOORING AS SCHEDULED
FLOORING AS SCHEDU'ED
(BOTH SIDES OF PARTITION) -�
EXISTING STRUCTURE (BELOW)
(BOTH SIDES OF PARTITION) -
STUD SCHEDULE I STUD SCHEDULE
STUD SCHEDULE.
2-112- = 25OS125-27 (22 3A): MAX
110' -THIGH.
3-518'z 362S125-27 (22 04- MAX
13'-0" HIGH.
6" = 600S125-27 (22 (=:ALL: MAX
LLT -6" HIGH.
NOTES:
1. ALL STUDS ARE AT
2. USE SAME GAUGE Ati STUDS
FOR TRACKS AND CHAVNNEL.
3. USE SSMA TECHNICAL GUIDES.
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 518` TYPE'X'
G111B EACH SIDE.
STUD SCHEDULE:
271/2'= 25CS125-27 (22 GA): MAX
10' 0' HIGH
3-518' = 362S125-27 (22 GA) MAX
13'-0' HIGH
6' = 600S125-27 (22 GA): MAX
1T-6' HIGH.
NOTES:
1. ALL STUDS ARE AT 16" O.C.
2, USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
SOUTHCENTER
PLACE
16400 SOUTHCENTER
PARKWAY
TUKWILA, WA 98188
SEISMIC BRACING (BEYOND)
PER 71TI-1.
PROJECT
INFORMATION
SCOPE OF WORK:
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INCLUDE:
• DEMISING OF AN EXISTING '-UITE INTO TWO SMALLER SUITES -SUITES 405 AND 406
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
ASSESSOR'S PARCEL
NUMBER:
262304-9021
LEGAL DESCRIPTION:
PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT 477-51-55 AKA BLA #3-79 REC
#7904180861 SD PLAT DAF - POP SE 114 OF NW 11; BEG AT MONUMENTAL INTSN OF CIL'S OF
SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S &45-5 E 325.05 FT
TH S 0-25.58 E 30 FT TO AN INTGN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S
0-25-58 E 200 FT TH S 8945.58 E 350 FT TH S 0-25-58 E 10933.20 FT TH N 8943-19 W 626.31 FT TO
E ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER
BKVD TH S 89.45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
CONSTRUCTION TYPE:
II -A. FULLY SPRINKLERED
OCCUPANCY TYPE:
B. OFFICE
AREA OF SUITE:
1,470 SQ.FT
AREA OF FLOOR
05
±13.700 SO Fr.
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE (IBC)
NORTH
2012 INTERNATIONAL FIRE CODE (IFC)
2012 INTERNATIONAL MECHANICAL CODE (IMC)
ICCIANSI 117.1 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITI
2012 WASHINGTON STATE ENERGY CODE (WSEC) SE_PAPAT E PE IAPIT
NTS
2012 INTERNATIONAL FUEL AND GAS CODE (IFGC)
FOR:
2012 UNIFORM PLUMBING CODE (UPC) REQUIRED
2014 NATIONAL ELECTRICAL CODE (NEC)
WASHINGTON INDOOR AIR QUALITY CODE [ L'chanical
BUILDING
[IfElectrical
REPRESENTATIVE:
JOHN C. RADOVICH DEVELOPMENT COMPANY [)Plumbing
2385 82ND AVENUE SE, SUITE 300. MERCER ISLAND, WA 98040
CONTACT - REBECCA DAVIDSON Gas Piping
PHONE - 206.267.6060
EMAIL - rebeccadia*lsonCjadeno.com City of Tukwila
DESIGNER
MARVIN STEIN ASSOCIATES, A NELSON COMPANY BUILDING DIVISION
1500 WESTLAKE AVENUE N, SUITE ONE, SEATTLE, WA 98109
CONTACT - LINDA DUCEY
1i
1 " = 80'-D"
1/8' BLACK FOAM! TAPE, HOLD
BACK 114" FRON1 EDGE OF TRACK
(BOTH SIDES)
METAL TRACK WITH (2) #10
SCREWS AT 10"' O.C.
REVEAL (PAINT BLACK) OR
MATCH EXISTING CONDITION.
(BOTH SIDES OF PARTITION)
5/8' FIRE RETARDANT TREATED
PLYWOOD BLOCKING AT WALL
HUNG ITEMS (WHERE
APPLICABLE- REFER TO
DRAWING PLANS).
ALTERNATE FOR BLOCKING:
20' WIDE SHEET METAL AT +40'
FROM FLOOR TO BOTTOM (IN
LIEU OF WOOD BLOCKING)
518" GW6. TYPE'X' EACH SIDE
BASE, AS SCHEDULED.
(BOTH SIDES OF PARTITION.)
EXISTING STRUCTURE (BELOW)
V STEEL STUD. PER STUD
EDULE, WITH 518"TYPE 'X'
3 EACH SIDE.
PHONE - 206.441.1449
EMAIL-1,ducey@,marvinstein.com
CONTRACTOR: TBD
GENERAL NOTES
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 0 2 2016
Ci Tukwila
BUILD( DIVISION
1- COMPLY WITH ALL APPLICABLE CODES_
2. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR
CONItAENCING THE WORK.
3. REPORT ANY DISCREPANCIES BETIdEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO MSA BEFORE PROCEEDING
WITH THE WORK
4. VERI;:Y THE BUILDING STANDARDS (B'S) BEFORE PROCEEDING WITH THE WORK.
5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING FVITH THE WORK.
6. VVALLS PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES.
7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS.
8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS.
9. LEVEL THE FLCOR. DEVIATIONS OF ± 112' WITHIN 1G' -U' IS THE ACCEPTABLE LIMIT.
10. GENERAL CONTRACTOR SHALL REVIENV AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR
TO SENDING COPIES TO MSA FOR REVIEW AND COMMENT.
11 THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND
STANDARDS OF CONDUCT.
12. DO NOT SCALE DRAWINGS.
13. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND STAGING OF
MATERIALS.
MECHANICAL, PLUMBING,
FIRE PROTECTION AND LIFE SAFETY NOTES
1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS. UNDER
SEPARATE PERMITS BY DESIGN 1 BUILD CONTRACTORS - DEFERRED SUBMITTALS.
2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER AND/OR MSA.
3. CLEAN ALL DIFFUSERS & GRILLS.
4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR ARCHITECT PRIOR TO FINAL INSTALLATION.
5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR CONTRACTOR SHALL PROVIDE BARRIERS OR
SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE DURING CONSTRUCTION TO OTHER
TENANTS WITHIN THE BUILDING.
6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS
FOR THE TENANTS OF THE BUILDING -
7 DO NOT DISRUPT HVAC PLUMEING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION
FROM THE BUILDING REPRESENTATIVE.
E. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY.
9. NO ONE V41LL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL.
10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY
NON -AUTHORIZED PERSONNEL AND AS REQUIRED BY O.S HA. STANDARDS TO PREVENT INJURIES OR ACCIDENTS.
11 N.F.PA 1 LF.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE
PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL
12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED Y' AND
SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH
SIDE AS REQUIRED BY CODE.
13. MAINTAIN INTEGRITY OF FIRE -RATED ASSEMBLIES AND H~PAIR ANY DAMAGE TO SPRAY -APPLIED FIREPROOFING_
SHEET INDEX
TI -1 COVER SHEET AND DETAILS
TI -2 DEMOLITION PLAN AND CONSTRUCTION PLAN
TI -3 REFLECTED CEILING PLAN
SOUTHCENTER
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
FILE COPY
Pen"It No, A[
Flan review approval is subject to errors and ori3sions.
Approval of construction documents does not authorize
the violation of any adapted code or ordinance. Racoipt
of approved ,Fie opy d condi ' is acknowledged:
v:
Date: /11-2
City tji tuWa
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
DRAWN BY: NG
CHECKED BY: LD
JOB NO.: 78011.151
NO. REVISIONS INDICATED THUS Q DATE BY
REVIEW SET 07/29/16 NG
PERMIT SET 08/02/16 TA
APPROVAL STAMPS:
TENANT.
SPECULATIVE SPACE
SUITE 406
RECEIVED
CITY OF TUKWILA
SHEET TITLE:
PERMIT CENTER
COVER SHEET
AND DETAILS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, t4TTHQUT EXPRESSED PERMISSION BY MSA, IS A
0 STANDARD TENANT PARTITION 112"=��-o� 7 STANDARD TENANT SOUND Fx DEMISING PTNa-�/2•=1+-0" $ PROJECT INFORMATIOVIOLAWN OF N. NOTES $c SHEET INDEX MSA 2016. FEDERAL COPYRIGHT LAW. COPYRIGHT BY
n REFLECTED CEILING PLAN
CEILING LEGEND
CEILING KEYNOTES
1 REMOVE EXISTING EXISTING LIGHT FIXTURES AS
SHOWN_ PROVIDE AND INSTALL NE4V BIS LIGHT
FIXTURES.
CEILING NOTES
1. CHECK FOR CONFLICTS BEFORE INSTALLING OR
RELOCATING LIGHT FIXTURES. NOTIFY MSA OF ANY
CONFLICT($).
2. REPLACE DAMAGED CEILING TILES AND GRID AS
NECESSARY TO BRING CEILING TO'LIKE NEW"
CONDITION.
?. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE
FOOT AT EGRESS PATHWAY LIGHTING.
4. MAINTAIN 42' CLEAR SPACE IN FRONT OF THE PANEL.
SIDE OF ANY VAV. BOXES.
5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED
BY CODE SHALL BE PROVIDED WITH INDIVIDUAL
CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING
AUTOMATIC CONTROLS PER SECTION C405.2.2.2 OF THE
WASHINGTON STATE ENERGY CODE.
6. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD
WITH DEFERRED PERMIT SUBMITTALS.
7. COMMISSIONING REQUIREMENTS: TEST LIGHTING
CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY
WITH CODES. PROVIDE A WRITTEN REPORT OF TEST
PROCEDURES AND RESULTS TO THE OWNER. USE
OCCUPANCY SENSORS AS REQUIRED -
8. EXIT SIGNS ARE INDICATED ON THE REFLECTED
CEILING PLAN. THEIR FINAL PLACEMENT IS TO BE
COORDINATED IN THE FIELD WITH THE INSPECTOR.
EQ. 36" 3E.' EQ.
�i II 1 /I
cli
3 4 5
v TI 3 TI 3 ? I-3
I x 1
[I
z
0
w
J
LIGHTING CALCULATION
SYMBOL
USED
EXISTING CEILING GRID AND TILES TO
r OF
FIXTURES
REMAIN
DATE
EXISTING GYP. BOARD FINISHED CEILING
34
EXISTING 2'x4' RECESSED FLUORESCENT
578
LIGHT FIXTURES TO BE REMOVED
08/02/16
TA
NEW BIS 2'x4' RECESSED FLUORESCENT
LIGHT FIXTURES
NEW BIS 2'x4' RECESSED FLUORESCENT
P -LAM FINISH ON ce
EXPOSED FACE U
WITH MATCHING z
8" L91N. CLR. EDGE BANDING
AND MELAMINE N
LIGHT FIXTURES TO BE UPGRADED FOR
EMERGENCY LIGHTING LAYOUT SH014VN IS
CONCEPTUAL ONLY.
0
EXISTING BIS ILLUMINATED EXIT SIGN
(DIRECTIONAL WHERE SHOWN)
►gA}(M.N)
BIS LIGHT SWITCH (M = SUITE MASTER, N =
NEW)
CEILING KEYNOTES
1 REMOVE EXISTING EXISTING LIGHT FIXTURES AS
SHOWN_ PROVIDE AND INSTALL NE4V BIS LIGHT
FIXTURES.
CEILING NOTES
1. CHECK FOR CONFLICTS BEFORE INSTALLING OR
RELOCATING LIGHT FIXTURES. NOTIFY MSA OF ANY
CONFLICT($).
2. REPLACE DAMAGED CEILING TILES AND GRID AS
NECESSARY TO BRING CEILING TO'LIKE NEW"
CONDITION.
?. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE
FOOT AT EGRESS PATHWAY LIGHTING.
4. MAINTAIN 42' CLEAR SPACE IN FRONT OF THE PANEL.
SIDE OF ANY VAV. BOXES.
5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED
BY CODE SHALL BE PROVIDED WITH INDIVIDUAL
CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING
AUTOMATIC CONTROLS PER SECTION C405.2.2.2 OF THE
WASHINGTON STATE ENERGY CODE.
6. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD
WITH DEFERRED PERMIT SUBMITTALS.
7. COMMISSIONING REQUIREMENTS: TEST LIGHTING
CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY
WITH CODES. PROVIDE A WRITTEN REPORT OF TEST
PROCEDURES AND RESULTS TO THE OWNER. USE
OCCUPANCY SENSORS AS REQUIRED -
8. EXIT SIGNS ARE INDICATED ON THE REFLECTED
CEILING PLAN. THEIR FINAL PLACEMENT IS TO BE
COORDINATED IN THE FIELD WITH THE INSPECTOR.
EQ. 36" 3E.' EQ.
�i II 1 /I
cli
3 4 5
v TI 3 TI 3 ? I-3
I x 1
[I
z
0
w
J
LIGHTING CALCULATION
SYMBOL
USED
WATTS'
FIXTURE
r OF
FIXTURES
TOTAL
WATTS
DATE
®
34
:7
578
ALLOWABLE WATTAGE:
1,470 SF x 0.9 WATT PER Sr' =1,322 WATTS
PROPOSED WATTAGE:
578 WATTS
SUMMARY:
TOTAL PROPOSED WATTAGE IS LESS THAN THE
ALLOWABLE WATTAGE PER 20112 WSEC INTERIOR LIGHTING
POWER 0405.5.2 (TABLE C405.5.2(1))
IJ AX. DIV, 36' 37'
E A ION
318" =1'-0"
SECTION
P,.AM FILLER PANEL.
ENSURE FULL OPERATION
OF DOORS, TYP.
NOTES:
1. PROVIDE FINISHED ENDS
ON ALL EXPOSED
SURFACES. 7YP.
2. PROVIDE FILLER PANELS
AS NECESSARY. TYP.
PLAm, COUNTERTOP AND 514'
BACKS°LASH. TBD
DRAtVER ON (75; POUND
FULL- EXT ENS;ON SLIDE
B'S ADA -COMPLIANT CASE -WORK
HARDWARE, TYP.
(2 ) CONCEALED HINGES PER DOOR.
ADJUSTABLE SHELFWITH MELAMINE
FINISH.
CABINET DOORS. P-LAA1 FINISH ON
EXPOSED FACE WITH MATCHING EDGE
BANDING AND MELAMINE FINISH ON
INTERIOR FACE. TBD
1!4" PLYWOOD BACKING WITH MELAMINE
FINISH.
BASE AS SCHEDULED.
z
0
W
I
cr
W
a
3rt" PLAIV,, TBD
BACKSPLASH. ----
PROTECTIVE
COVERING AT
EXPOSED
PIPES.
1!4" PLYWOOD
BACKING
'A`ITF
%1ELM,1':NE
FIN!SH.
DASHED
LINES M
INDICATE
REQUIRED
ACCESSIBLE
CLEARANCES. —
CONTINUE
FINISH FLOOR
BELOW SINK —
RESILIENT
BASE, PER
SCHEDULE
MIN. Uri
�n•:u:e�nr n� r.re.
3 SECTION
25'
24'
6' MIN CLR.
)SECTION
1-112" =1'-0"
CONCEALED HINGES PER DOOR.
YWOOD BACKING WITH MELAMINE
YWOOD ADJUSTABLE SHELF WITH FINISH
LINE FINISH.
IINE INTERIOR.
DOORS. P -LAM FINISH ON EXPOSED
PITH MATCHING B!S EDGE BANDING AND
ZINE FINISH ON INTERIOR FACE. T8G
�-COMPLIANT CASEWORK HARDWARE.
REVIEWED FOR
CODEC MPLIANCE
APP OVED
SEP 0 2 216
City �G Tukwila
BUILD
BIS S.S. FAUCET 8
SINK PER ANSI 117.1
CODE COMPLIANCE
I BIS PLAN TBD
COUNTERTOP, PER
SCHEDULE.
B!S ADA- COMPLIANT
CASEWORK
HARDWARE
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
DRAWN BY: PIG
CHECKED BY: LD
JOB NO.: 78011.151
(2)CONCEALED
HINGES PER
EACH DOOR.
NO.
REVISIONS INDICATED THUS 0
DATE
BY
REVIEW SET
07/29/16
NG
PERMIT SET
08/02/16
TA
CABINET DOORS.
P -LAM FINISH ON ce
EXPOSED FACE U
WITH MATCHING z
8" L91N. CLR. EDGE BANDING
AND MELAMINE N
Q
U
z
N
FINISH ON
INTERIOR FACE_
TBC
v
rn
ATTACH BASE TO
DOOR. CUT BASE
SHORT FOR PROPER
DOOR OPERATION.
APPROVAL STAMPS:
TENANT:
SPECULATIVE SPACE
SUITE 406
CITY P TUKWILA
SHEET TITLE: AUG 2 3 2016
PERMIT CENTER
REFLECTED CEILING PLAN,
ELEVATION AND SECTIONS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -3
OF 3
Cn
}
11
SOUTHCENTER PLACE
EXISTING 5 -STORY OFFICE
BUILbIN0
40 0
Ili
SUITE 406
1.470 SQ. FT. i
♦ "P ;
\ o
\o &
i
NO CHANGE IN BUILDING AREA
NO CORE I SHELL WORK
NO STRUCTUR , WORK
NO EXTERIOR WORK
NO CHANGE OF USE
OCCUPANT LOAD 8 EXITING:
PER IBC TABLE 1004.1.2:
BUSINESS AREA =100 SF PER OCCUPANT
PER IBC TABLE 1015.1-
0.49 OCCUPANT LOAD = ONE (1) EXIT
REQUIRED
50-500 OCCUPANT LOAD = TWO (2) EXITS
REQUIRED
1.470 SF C 1:100 =15 OCCUPANTS
1 EXIT REQUIRED.1 EXIT PROVIDED
PROJECT COMPLIES
EXITING PLAN AND OCCUPANCY LOAD CALCULATION
EXISTING f
STRUCTURE
METAL CLIP
METAL STUDS STAGGERED C,, 6'-0"
O.C. FOR ALL UNBRACED STRAIGHT
RUN'S OF WALL OVER 12'-0'. ATTACH
TO STRUCTURE ABOVE.
(2)1:10 SCREWS f
SCHEDULED CEILING TILE & GRID
E' MAX VIVAX 8'M E' MAX V MAX 8' MAX 2' MAX
TO END
1111
OF WALL
OMIT BRACING AT WALL -
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
NOTES:
1. LATERAL BRACING IS TO BE INS TALLED ON
TENANT PARTITIONS AT S FEET O.C. EXCEPT AT
INTERSECTIONS WITH WALLS AT LEAST 4 FEET
LONG. (PER TYPICAL PARTITION PLAN)
2. PROVIDE BRACING AT ANY PERMANENT
PARTITION THAT IS NOT ATTACHED TO CEILING
GRID_
INFORMATION
4'-0" WIDE ACOUSTIC BATT
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INSULATION CENTERED OVER
F
c�
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
SEISMIC BRACING (BEYOND)
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
`
PER 7m-1.
NUMBER:
114' NON-COM#BUSTABLE
LEGAL DESCRIPTION:
4
STANDARD HEAD
BRACING
WOOD FILLER UNDER MAIN
1-112"=1+-0•
118' BLACK FOAV TAPE, HOLD
RUNNERS.
ACT
ACOUSTICAL CEILING TILE
ii
FEET
ORIG
i
i
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
ADJ
i
.
FURNISHIFURNiSHINGS
PERM
PERMANENT
•-
±13.700 SO Fr.
SUITE 406
1.470 SQ. FT. i
♦ "P ;
\ o
\o &
i
NO CHANGE IN BUILDING AREA
NO CORE I SHELL WORK
NO STRUCTUR , WORK
NO EXTERIOR WORK
NO CHANGE OF USE
OCCUPANT LOAD 8 EXITING:
PER IBC TABLE 1004.1.2:
BUSINESS AREA =100 SF PER OCCUPANT
PER IBC TABLE 1015.1-
0.49 OCCUPANT LOAD = ONE (1) EXIT
REQUIRED
50-500 OCCUPANT LOAD = TWO (2) EXITS
REQUIRED
1.470 SF C 1:100 =15 OCCUPANTS
1 EXIT REQUIRED.1 EXIT PROVIDED
PROJECT COMPLIES
EXITING PLAN AND OCCUPANCY LOAD CALCULATION
EXISTING f
STRUCTURE
METAL CLIP
METAL STUDS STAGGERED C,, 6'-0"
O.C. FOR ALL UNBRACED STRAIGHT
RUN'S OF WALL OVER 12'-0'. ATTACH
TO STRUCTURE ABOVE.
(2)1:10 SCREWS f
SCHEDULED CEILING TILE & GRID
E' MAX VIVAX 8'M E' MAX V MAX 8' MAX 2' MAX
TO END
1111
OF WALL
OMIT BRACING AT WALL -
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
NOTES:
1. LATERAL BRACING IS TO BE INS TALLED ON
TENANT PARTITIONS AT S FEET O.C. EXCEPT AT
INTERSECTIONS WITH WALLS AT LEAST 4 FEET
LONG. (PER TYPICAL PARTITION PLAN)
2. PROVIDE BRACING AT ANY PERMANENT
PARTITION THAT IS NOT ATTACHED TO CEILING
GRID_
n
COMMON AND CORE AREAS,
(N.I.C.. TYP_)
- - - --- POINT WHERE 2 PATHS TO
SEPARATE EXITS ARE
t AVAILABLE, TYP.
COMMON PATH OF EGRESS TRAVEL:
PER IBC 1014.3:
MAX. LENGTH =100'-D" FOR BUILDINGS WITH
SPRINKLER SYSTEM
LONGEST COMMON PATH OF EGRESS
TRAIL _ ± 80' (SURE 406) AND ±6;' (SUITE
405
PROJECT COMPLIES
EXIT ACCESS TRAVEL DISTANCE:
PER IBC TABLE 1018.2:
MAX. DISTANCE= 300'-0' FOR GROUP'B'
OCCUPANCY IN BUILDINGS WITH SPRINKLER
SYSTEM
PROJECT COMPLIES.
T
2 VICINITY MAP
�M STRANDER BLVD
II I!llii 1 --
i` -e
I
36136
Y
rr+
U,
E- I <
Z -
w+ I0 - - -
oI +
ti
_i;-_: I ! i
OUTBACK STESK HOUSE
1116"=1'-O" 1 3 1 SITE PLAN
INFORMATION
4'-0" WIDE ACOUSTIC BATT
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INSULATION CENTERED OVER
• DEMISING OF AN EXISTING '-UITE INTO TWO SMALLER SUITES -SUITES 405 AND 406
c�
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
SEISMIC BRACING (BEYOND)
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
`
PER 7m-1.
NUMBER:
114' NON-COM#BUSTABLE
LEGAL DESCRIPTION:
4
STANDARD HEAD
BRACING
WOOD FILLER UNDER MAIN
1-112"=1+-0•
118' BLACK FOAV TAPE, HOLD
RUNNERS.
ACT
ACOUSTICAL CEILING TILE
FT
FEET
ORIG
ORIGINAL
i
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
ADJ
ADJACENTIADJUSTABLE
FURN
FURNISHIFURNiSHINGS
PERM
PERMANENT
•-
±13.700 SO Fr.
AFF
ABOVE FINISH FLOOR
GA
GAUGE
PL
PLATE
CONTINUOUS 'L' METAL
ALT
ALTERNATE
GALV
GALVANIZED
PLAM
PLASTIC LAMINATE
G
2014 NATIONAL ELECTRICAL CODE (NEC)
ALUM
ALUMINUM
GD
GARBAGE DISPOSAL
PLYWD
PLYWOOD
2385 82ND AVENUE SE, SUITE 300. MERCER ISLAND, WA 98040
APPROX.
APPROXIMATELY
GL
GLASS 1 GLAZING
PR
PAIR
71
518' FIRE RETARDANT TREATED
C
AT
G1PVB
GYPSUM WALL BOARD
PTN
PARTITION
Y
BLDG
BUILDING
HC
HOLLOW CORE
R
RADIUS / REMOVE I RELOCATE
'
BLKG
BLOCKING
HDW
HARDWARE
RB
RUBBER BASE
i
BIS
BUILDING STANDARD
HM
HOLLOW METAL
REF
REFRIGERATOR
c; V;
CAB
CABINET
HT
HEIGHT
REFUD
REFLECTED
.�
HILTI X -U (OR XL+15) UNIVERSAL
CLR
CLEARICLEARANCE
HVAC
HEATING, VENTILATING,
REINF
REINFORCING
CLG
CEILING
AIR CONDITIONING
REO'D
REQUIRED
}
CL
CENTERLINE
IN
INCH
REV
REVISION I REVERSE
(FOLLOW MANUFACTURER'S
COL
COLUMN
INCL
INCLUDE
RM
ROOM
C=
COMM
COMMUNICATION
INSUL
INSULATION
RD
ROUGH OPENING
a
(BOTH SIDES OF PARTITION) -�
COMP
COMPOSITION
INT
INTERIOR
S
SOUTH
L
CONST
CONSTRUCTION
JT
JOINT
SCHED
SCHEDULE
CONT
CONTINUOUS
LLcCiTE
BY LANDLORD AT TENANT'S
SC
SOLID CORE
�c
CPT
CARPET
EXPENSE
SECT
SECTION
CT
CERAMICICONCRETE TILE
LF
LINEAL FOOT
SIM
SIMILAR
?;
DIA
DIAMETER
MAX
MAXIMUM
SPEC
SPECIFICATION
DR
DOOR
MECH
MECHANICAL
SO
SQUARE
DIM
DIMENSION
MFR
MANUFACTURER
STD
STANDARD
,
DW
DISHWASHER
MIN
MINIMUM
STL
STEEL
C
DWG
DRAWING
MISC
MISCELLANEOUS
STOR
STORAGE
U c
E
EXISTING / EAST
MSA
MARVIN STEIN ASSOCIATES
SUSP
SUSPENDED
= '
EA
EACH
MTD
MOUNTED
TEL
TELEPHONE
d
`ELECTELECTRICAL
ELEC
ELECTRIC
MTL
METAL
TSG
TEMPERED SAFETY GLASS
MW
MICROWAVE OVEN
TYP
TYPICAL
�v
ELEV
ELEVATION (VIEW)
N
NORTH I NEIN'
UNO
UNLESS NOTED OTHERWISE
EQ
EQUAL
NIA
NOT APPLICABLE
VCT
VINYL COMPOSITE TILE
EXIST
EXISTING
NIC
NOT IN CONTRACT
VERT
VERTICAL
EXT
EXTERIOR
NO
NUMBER
W
WEST
FIN
FINISH
NOM
NOMINAL
W1
WITH
CD
Lr
FLR
FLOOR
NTS
NOT TO SCALE
W10
WITHOUT
..
FLUOR
FLUORESCENT
OC
ON CENTER
WG
Vs'ALLCOVERING
FMC
FLOOR MATERIAL CHANGE
OPNG
OPEN?NG
4VD
tVOOD
2t- I v
FR
FIRE RATED
OPP
OPPOSITE
��o�
O._ t
ABBREVIATIONS
i
Ll��JX
n
COMMON AND CORE AREAS,
(N.I.C.. TYP_)
- - - --- POINT WHERE 2 PATHS TO
SEPARATE EXITS ARE
t AVAILABLE, TYP.
COMMON PATH OF EGRESS TRAVEL:
PER IBC 1014.3:
MAX. LENGTH =100'-D" FOR BUILDINGS WITH
SPRINKLER SYSTEM
LONGEST COMMON PATH OF EGRESS
TRAIL _ ± 80' (SURE 406) AND ±6;' (SUITE
405
PROJECT COMPLIES
EXIT ACCESS TRAVEL DISTANCE:
PER IBC TABLE 1018.2:
MAX. DISTANCE= 300'-0' FOR GROUP'B'
OCCUPANCY IN BUILDINGS WITH SPRINKLER
SYSTEM
PROJECT COMPLIES.
T
2 VICINITY MAP
�M STRANDER BLVD
II I!llii 1 --
i` -e
I
36136
Y
rr+
U,
E- I <
Z -
w+ I0 - - -
oI +
ti
_i;-_: I ! i
OUTBACK STESK HOUSE
1116"=1'-O" 1 3 1 SITE PLAN
STUD SCHEDULE I STUD SCHEDULE
STUD SCHEDULE.
2-112- = 25OS125-27 (22 3A): MAX
110' -THIGH.
3-518'z 362S125-27 (22 04- MAX
13'-0" HIGH.
6" = 600S125-27 (22 (=:ALL: MAX
LLT -6" HIGH.
NOTES:
1. ALL STUDS ARE AT
2. USE SAME GAUGE Ati STUDS
FOR TRACKS AND CHAVNNEL.
3. USE SSMA TECHNICAL GUIDES.
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 518` TYPE'X'
G111B EACH SIDE.
STUD SCHEDULE:
271/2'= 25CS125-27 (22 GA): MAX
10' 0' HIGH
3-518' = 362S125-27 (22 GA) MAX
13'-0' HIGH
6' = 600S125-27 (22 GA): MAX
1T-6' HIGH.
NOTES:
1. ALL STUDS ARE AT 16" O.C.
2, USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
SOUTHCENTER
PLACE
16400 SOUTHCENTER
PARKWAY
TUKWILA, WA 98188
SEISMIC BRACING (BEYOND)
PER 71TI-1.
PROJECT
INFORMATION
4'-0" WIDE ACOUSTIC BATT
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INSULATION CENTERED OVER
• DEMISING OF AN EXISTING '-UITE INTO TWO SMALLER SUITES -SUITES 405 AND 406
PARTITION ABOVE HUNG CEILING.
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
SEISMIC BRACING (BEYOND)
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
`
PER 7m-1.
NUMBER:
114' NON-COM#BUSTABLE
LEGAL DESCRIPTION:
114' NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
#7904180861 SD PLAT DAF - POP SE 114 OF NW 11; BEG AT MONUMENTAL INTSN OF CIL'S OF
WOOD FILLER UNDER MAIN
RUNNERS.
118' BLACK FOAV TAPE, HOLD
RUNNERS.
\
BACK 114" FROM EDGE OF TRACK
\
(BOTH SIDES)
BKVD TH S 89.45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO
EXISTING CEILING _
Ar-��
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
EXISTING CEILING
II -A. FULLY SPRINKLERED
OCCUPANCY TYPE:
B. OFFICE
METAL TRACK WITH (2) #10
1,470 SQ.FT
•-
±13.700 SO Fr.
APPLICABLE CODES:
SCREWS AT 16' 0. C.
NORTH
CONTINUOUS "L' METAL
2012 INTERNATIONAL MECHANICAL CODE (IMC)
CONTINUOUS 'L' METAL
TRIM W,! PAPER WING (BOTH
2012 WASHINGTON STATE ENERGY CODE (WSEC) SE_PAPAT E PE IAPIT
NTS
REVEAL (PAINT BLACK) OR
TRIM VJ1 PAPER WING (BOTH
SIDES OF PARTITION)
2014 NATIONAL ELECTRICAL CODE (NEC)
MATCH EXISTING CONDITION.
SIDES OF PARTITION,
BUILDING
[IfElectrical
REPRESENTATIVE:
(BOTH SIDES OF PARTITION)
2385 82ND AVENUE SE, SUITE 300. MERCER ISLAND, WA 98040
CONTACT - REBECCA DAVIDSON Gas Piping
ACOUSTIC BATT INSULATION -
EMAIL - rebeccadia*lsonCjadeno.com City of Tukwila
DESIGNER
518' FIRE RETARDANT TREATED
1500 WESTLAKE AVENUE N, SUITE ONE, SEATTLE, WA 98109
CONTACT - LINDA DUCEY
PLYWOOD BLOCKING AT WALL
HUNG ITEMS (WHERE
APPLICABLE- REFER TO
DRAWING PLANS).
ALTERNATE FOR BLOCKING:
20' WIDE SHEET METAL AT +40'
GALV. STEEL SILL TRACK.
FROM FLOOR TO BOTTOM (IN
GALV. STEEL SILL TRACK.
ATTACH TO STRUCTURE WITH
LIEU OF WOOD BLOCKING
ING
ATTACH TO STRUCTURE WITH
HILTI X -U (OR XL+15) UNIVERSAL
HILTI
HILTI X -U (OR XU15) UNIVERSAL
KNURLED SHANK POWER DRIVEN
KNURLED SHANK POY'1ER DRIVEN
FASTENER WITH MIN. 1"
518' G*B. TYPE 'X' EACH SIDE
FASTENER WITH MIN. 1-
EMBEDMENT @ 16- O.C,
EMBEDMENT @ 16' O.C.
(FOLLOW MANUFACTURER'S
(FOLLOW MANUFACTURER'S
INSTRUCTIONS).
BASE, AS SCHEDULED.
INSTRUCTIONS}.
(BOTH SIDES OF PARTITION.)
FLOORING AS SCHEDULED
FLOORING AS SCHEDU'ED
(BOTH SIDES OF PARTITION) -�
EXISTING STRUCTURE (BELOW)
(BOTH SIDES OF PARTITION) -
STUD SCHEDULE I STUD SCHEDULE
STUD SCHEDULE.
2-112- = 25OS125-27 (22 3A): MAX
110' -THIGH.
3-518'z 362S125-27 (22 04- MAX
13'-0" HIGH.
6" = 600S125-27 (22 (=:ALL: MAX
LLT -6" HIGH.
NOTES:
1. ALL STUDS ARE AT
2. USE SAME GAUGE Ati STUDS
FOR TRACKS AND CHAVNNEL.
3. USE SSMA TECHNICAL GUIDES.
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 518` TYPE'X'
G111B EACH SIDE.
STUD SCHEDULE:
271/2'= 25CS125-27 (22 GA): MAX
10' 0' HIGH
3-518' = 362S125-27 (22 GA) MAX
13'-0' HIGH
6' = 600S125-27 (22 GA): MAX
1T-6' HIGH.
NOTES:
1. ALL STUDS ARE AT 16" O.C.
2, USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
SOUTHCENTER
PLACE
16400 SOUTHCENTER
PARKWAY
TUKWILA, WA 98188
SEISMIC BRACING (BEYOND)
PER 71TI-1.
PROJECT
INFORMATION
SCOPE OF WORK:
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INCLUDE:
• DEMISING OF AN EXISTING '-UITE INTO TWO SMALLER SUITES -SUITES 405 AND 406
• DEMOLITION OF PARTITIONS. DOORS AND RELITES
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
ASSESSOR'S PARCEL
NUMBER:
262304-9021
LEGAL DESCRIPTION:
PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT 477-51-55 AKA BLA #3-79 REC
#7904180861 SD PLAT DAF - POP SE 114 OF NW 11; BEG AT MONUMENTAL INTSN OF CIL'S OF
SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S &45-5 E 325.05 FT
TH S 0-25.58 E 30 FT TO AN INTGN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S
0-25-58 E 200 FT TH S 8945.58 E 350 FT TH S 0-25-58 E 10933.20 FT TH N 8943-19 W 626.31 FT TO
E ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER
BKVD TH S 89.45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO
8310250922 LESS RD PER SUP CURT #09-2-19459-9 KNT
CONSTRUCTION TYPE:
II -A. FULLY SPRINKLERED
OCCUPANCY TYPE:
B. OFFICE
AREA OF SUITE:
1,470 SQ.FT
AREA OF FLOOR
05
±13.700 SO Fr.
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE (IBC)
NORTH
2012 INTERNATIONAL FIRE CODE (IFC)
2012 INTERNATIONAL MECHANICAL CODE (IMC)
ICCIANSI 117.1 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITI
2012 WASHINGTON STATE ENERGY CODE (WSEC) SE_PAPAT E PE IAPIT
NTS
2012 INTERNATIONAL FUEL AND GAS CODE (IFGC)
FOR:
2012 UNIFORM PLUMBING CODE (UPC) REQUIRED
2014 NATIONAL ELECTRICAL CODE (NEC)
WASHINGTON INDOOR AIR QUALITY CODE [ L'chanical
BUILDING
[IfElectrical
REPRESENTATIVE:
JOHN C. RADOVICH DEVELOPMENT COMPANY [)Plumbing
2385 82ND AVENUE SE, SUITE 300. MERCER ISLAND, WA 98040
CONTACT - REBECCA DAVIDSON Gas Piping
PHONE - 206.267.6060
EMAIL - rebeccadia*lsonCjadeno.com City of Tukwila
DESIGNER
MARVIN STEIN ASSOCIATES, A NELSON COMPANY BUILDING DIVISION
1500 WESTLAKE AVENUE N, SUITE ONE, SEATTLE, WA 98109
CONTACT - LINDA DUCEY
1i
1 " = 80'-D"
1/8' BLACK FOAM! TAPE, HOLD
BACK 114" FRON1 EDGE OF TRACK
(BOTH SIDES)
METAL TRACK WITH (2) #10
SCREWS AT 10"' O.C.
REVEAL (PAINT BLACK) OR
MATCH EXISTING CONDITION.
(BOTH SIDES OF PARTITION)
5/8' FIRE RETARDANT TREATED
PLYWOOD BLOCKING AT WALL
HUNG ITEMS (WHERE
APPLICABLE- REFER TO
DRAWING PLANS).
ALTERNATE FOR BLOCKING:
20' WIDE SHEET METAL AT +40'
FROM FLOOR TO BOTTOM (IN
LIEU OF WOOD BLOCKING)
518" GW6. TYPE'X' EACH SIDE
BASE, AS SCHEDULED.
(BOTH SIDES OF PARTITION.)
EXISTING STRUCTURE (BELOW)
V STEEL STUD. PER STUD
EDULE, WITH 518"TYPE 'X'
3 EACH SIDE.
PHONE - 206.441.1449
EMAIL-1,ducey@,marvinstein.com
CONTRACTOR: TBD
GENERAL NOTES
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 0 2 2016
Ci Tukwila
BUILD( DIVISION
1- COMPLY WITH ALL APPLICABLE CODES_
2. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR
CONItAENCING THE WORK.
3. REPORT ANY DISCREPANCIES BETIdEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO MSA BEFORE PROCEEDING
WITH THE WORK
4. VERI;:Y THE BUILDING STANDARDS (B'S) BEFORE PROCEEDING WITH THE WORK.
5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING FVITH THE WORK.
6. VVALLS PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES.
7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS.
8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS.
9. LEVEL THE FLCOR. DEVIATIONS OF ± 112' WITHIN 1G' -U' IS THE ACCEPTABLE LIMIT.
10. GENERAL CONTRACTOR SHALL REVIENV AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR
TO SENDING COPIES TO MSA FOR REVIEW AND COMMENT.
11 THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND
STANDARDS OF CONDUCT.
12. DO NOT SCALE DRAWINGS.
13. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND STAGING OF
MATERIALS.
MECHANICAL, PLUMBING,
FIRE PROTECTION AND LIFE SAFETY NOTES
1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS. UNDER
SEPARATE PERMITS BY DESIGN 1 BUILD CONTRACTORS - DEFERRED SUBMITTALS.
2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER AND/OR MSA.
3. CLEAN ALL DIFFUSERS & GRILLS.
4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR ARCHITECT PRIOR TO FINAL INSTALLATION.
5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR CONTRACTOR SHALL PROVIDE BARRIERS OR
SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE DURING CONSTRUCTION TO OTHER
TENANTS WITHIN THE BUILDING.
6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS
FOR THE TENANTS OF THE BUILDING -
7 DO NOT DISRUPT HVAC PLUMEING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION
FROM THE BUILDING REPRESENTATIVE.
E. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY.
9. NO ONE V41LL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL.
10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY
NON -AUTHORIZED PERSONNEL AND AS REQUIRED BY O.S HA. STANDARDS TO PREVENT INJURIES OR ACCIDENTS.
11 N.F.PA 1 LF.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE
PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL
12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED Y' AND
SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH
SIDE AS REQUIRED BY CODE.
13. MAINTAIN INTEGRITY OF FIRE -RATED ASSEMBLIES AND H~PAIR ANY DAMAGE TO SPRAY -APPLIED FIREPROOFING_
SHEET INDEX
TI -1 COVER SHEET AND DETAILS
TI -2 DEMOLITION PLAN AND CONSTRUCTION PLAN
TI -3 REFLECTED CEILING PLAN
SOUTHCENTER
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
FILE COPY
Pen"It No, A[
Flan review approval is subject to errors and ori3sions.
Approval of construction documents does not authorize
the violation of any adapted code or ordinance. Racoipt
of approved ,Fie opy d condi ' is acknowledged:
v:
Date: /11-2
City tji tuWa
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
DRAWN BY: NG
CHECKED BY: LD
JOB NO.: 78011.151
NO. REVISIONS INDICATED THUS Q DATE BY
REVIEW SET 07/29/16 NG
PERMIT SET 08/02/16 TA
APPROVAL STAMPS:
TENANT.
SPECULATIVE SPACE
SUITE 406
RECEIVED
CITY OF TUKWILA
SHEET TITLE:
PERMIT CENTER
COVER SHEET
AND DETAILS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, t4TTHQUT EXPRESSED PERMISSION BY MSA, IS A
0 STANDARD TENANT PARTITION 112"=��-o� 7 STANDARD TENANT SOUND Fx DEMISING PTNa-�/2•=1+-0" $ PROJECT INFORMATIOVIOLAWN OF N. NOTES $c SHEET INDEX MSA 2016. FEDERAL COPYRIGHT LAW. COPYRIGHT BY
n REFLECTED CEILING PLAN
CEILING LEGEND
CEILING KEYNOTES
1 REMOVE EXISTING EXISTING LIGHT FIXTURES AS
SHOWN_ PROVIDE AND INSTALL NE4V BIS LIGHT
FIXTURES.
CEILING NOTES
1. CHECK FOR CONFLICTS BEFORE INSTALLING OR
RELOCATING LIGHT FIXTURES. NOTIFY MSA OF ANY
CONFLICT($).
2. REPLACE DAMAGED CEILING TILES AND GRID AS
NECESSARY TO BRING CEILING TO'LIKE NEW"
CONDITION.
?. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE
FOOT AT EGRESS PATHWAY LIGHTING.
4. MAINTAIN 42' CLEAR SPACE IN FRONT OF THE PANEL.
SIDE OF ANY VAV. BOXES.
5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED
BY CODE SHALL BE PROVIDED WITH INDIVIDUAL
CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING
AUTOMATIC CONTROLS PER SECTION C405.2.2.2 OF THE
WASHINGTON STATE ENERGY CODE.
6. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD
WITH DEFERRED PERMIT SUBMITTALS.
7. COMMISSIONING REQUIREMENTS: TEST LIGHTING
CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY
WITH CODES. PROVIDE A WRITTEN REPORT OF TEST
PROCEDURES AND RESULTS TO THE OWNER. USE
OCCUPANCY SENSORS AS REQUIRED -
8. EXIT SIGNS ARE INDICATED ON THE REFLECTED
CEILING PLAN. THEIR FINAL PLACEMENT IS TO BE
COORDINATED IN THE FIELD WITH THE INSPECTOR.
EQ. 36" 3E.' EQ.
�i II 1 /I
cli
3 4 5
v TI 3 TI 3 ? I-3
I x 1
[I
z
0
w
J
LIGHTING CALCULATION
SYMBOL
USED
EXISTING CEILING GRID AND TILES TO
r OF
FIXTURES
REMAIN
DATE
EXISTING GYP. BOARD FINISHED CEILING
34
EXISTING 2'x4' RECESSED FLUORESCENT
578
LIGHT FIXTURES TO BE REMOVED
08/02/16
TA
NEW BIS 2'x4' RECESSED FLUORESCENT
LIGHT FIXTURES
NEW BIS 2'x4' RECESSED FLUORESCENT
P -LAM FINISH ON ce
EXPOSED FACE U
WITH MATCHING z
8" L91N. CLR. EDGE BANDING
AND MELAMINE N
LIGHT FIXTURES TO BE UPGRADED FOR
EMERGENCY LIGHTING LAYOUT SH014VN IS
CONCEPTUAL ONLY.
0
EXISTING BIS ILLUMINATED EXIT SIGN
(DIRECTIONAL WHERE SHOWN)
►gA}(M.N)
BIS LIGHT SWITCH (M = SUITE MASTER, N =
NEW)
CEILING KEYNOTES
1 REMOVE EXISTING EXISTING LIGHT FIXTURES AS
SHOWN_ PROVIDE AND INSTALL NE4V BIS LIGHT
FIXTURES.
CEILING NOTES
1. CHECK FOR CONFLICTS BEFORE INSTALLING OR
RELOCATING LIGHT FIXTURES. NOTIFY MSA OF ANY
CONFLICT($).
2. REPLACE DAMAGED CEILING TILES AND GRID AS
NECESSARY TO BRING CEILING TO'LIKE NEW"
CONDITION.
?. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE
FOOT AT EGRESS PATHWAY LIGHTING.
4. MAINTAIN 42' CLEAR SPACE IN FRONT OF THE PANEL.
SIDE OF ANY VAV. BOXES.
5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED
BY CODE SHALL BE PROVIDED WITH INDIVIDUAL
CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING
AUTOMATIC CONTROLS PER SECTION C405.2.2.2 OF THE
WASHINGTON STATE ENERGY CODE.
6. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD
WITH DEFERRED PERMIT SUBMITTALS.
7. COMMISSIONING REQUIREMENTS: TEST LIGHTING
CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY
WITH CODES. PROVIDE A WRITTEN REPORT OF TEST
PROCEDURES AND RESULTS TO THE OWNER. USE
OCCUPANCY SENSORS AS REQUIRED -
8. EXIT SIGNS ARE INDICATED ON THE REFLECTED
CEILING PLAN. THEIR FINAL PLACEMENT IS TO BE
COORDINATED IN THE FIELD WITH THE INSPECTOR.
EQ. 36" 3E.' EQ.
�i II 1 /I
cli
3 4 5
v TI 3 TI 3 ? I-3
I x 1
[I
z
0
w
J
LIGHTING CALCULATION
SYMBOL
USED
WATTS'
FIXTURE
r OF
FIXTURES
TOTAL
WATTS
DATE
®
34
:7
578
ALLOWABLE WATTAGE:
1,470 SF x 0.9 WATT PER Sr' =1,322 WATTS
PROPOSED WATTAGE:
578 WATTS
SUMMARY:
TOTAL PROPOSED WATTAGE IS LESS THAN THE
ALLOWABLE WATTAGE PER 20112 WSEC INTERIOR LIGHTING
POWER 0405.5.2 (TABLE C405.5.2(1))
IJ AX. DIV, 36' 37'
E A ION
318" =1'-0"
SECTION
P,.AM FILLER PANEL.
ENSURE FULL OPERATION
OF DOORS, TYP.
NOTES:
1. PROVIDE FINISHED ENDS
ON ALL EXPOSED
SURFACES. 7YP.
2. PROVIDE FILLER PANELS
AS NECESSARY. TYP.
PLAm, COUNTERTOP AND 514'
BACKS°LASH. TBD
DRAtVER ON (75; POUND
FULL- EXT ENS;ON SLIDE
B'S ADA -COMPLIANT CASE -WORK
HARDWARE, TYP.
(2 ) CONCEALED HINGES PER DOOR.
ADJUSTABLE SHELFWITH MELAMINE
FINISH.
CABINET DOORS. P-LAA1 FINISH ON
EXPOSED FACE WITH MATCHING EDGE
BANDING AND MELAMINE FINISH ON
INTERIOR FACE. TBD
1!4" PLYWOOD BACKING WITH MELAMINE
FINISH.
BASE AS SCHEDULED.
z
0
W
I
cr
W
a
3rt" PLAIV,, TBD
BACKSPLASH. ----
PROTECTIVE
COVERING AT
EXPOSED
PIPES.
1!4" PLYWOOD
BACKING
'A`ITF
%1ELM,1':NE
FIN!SH.
DASHED
LINES M
INDICATE
REQUIRED
ACCESSIBLE
CLEARANCES. —
CONTINUE
FINISH FLOOR
BELOW SINK —
RESILIENT
BASE, PER
SCHEDULE
MIN. Uri
�n•:u:e�nr n� r.re.
3 SECTION
25'
24'
6' MIN CLR.
)SECTION
1-112" =1'-0"
CONCEALED HINGES PER DOOR.
YWOOD BACKING WITH MELAMINE
YWOOD ADJUSTABLE SHELF WITH FINISH
LINE FINISH.
IINE INTERIOR.
DOORS. P -LAM FINISH ON EXPOSED
PITH MATCHING B!S EDGE BANDING AND
ZINE FINISH ON INTERIOR FACE. T8G
�-COMPLIANT CASEWORK HARDWARE.
REVIEWED FOR
CODEC MPLIANCE
APP OVED
SEP 0 2 216
City �G Tukwila
BUILD
BIS S.S. FAUCET 8
SINK PER ANSI 117.1
CODE COMPLIANCE
I BIS PLAN TBD
COUNTERTOP, PER
SCHEDULE.
B!S ADA- COMPLIANT
CASEWORK
HARDWARE
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
DRAWN BY: PIG
CHECKED BY: LD
JOB NO.: 78011.151
(2)CONCEALED
HINGES PER
EACH DOOR.
NO.
REVISIONS INDICATED THUS 0
DATE
BY
REVIEW SET
07/29/16
NG
PERMIT SET
08/02/16
TA
CABINET DOORS.
P -LAM FINISH ON ce
EXPOSED FACE U
WITH MATCHING z
8" L91N. CLR. EDGE BANDING
AND MELAMINE N
Q
U
z
N
FINISH ON
INTERIOR FACE_
TBC
v
rn
ATTACH BASE TO
DOOR. CUT BASE
SHORT FOR PROPER
DOOR OPERATION.
APPROVAL STAMPS:
TENANT:
SPECULATIVE SPACE
SUITE 406
CITY P TUKWILA
SHEET TITLE: AUG 2 3 2016
PERMIT CENTER
REFLECTED CEILING PLAN,
ELEVATION AND SECTIONS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -3
OF 3