HomeMy WebLinkAboutPermit PG19-0185 - SUMI KOREAN GRILL - COMMERCIAL SINKS, FIXTURES TO WASTE/GREASE INTERCEPTOR LINES, GAS PIPE OUTLETS, ETCSUMI KOREAN GRILL
17250 SOUTHCENTER
PKWY 148
FINALED
PGI 9-0185
^ xx ^ Tukwila
" ~ xn nU m^w Una
Department of Community Development
63DDBmuthcenterBoulevard, Suite #1DU
Tukwila, Washington 9818@
Phone: 206'431'3670
Inspection Request Line: ZOG'438'935O
Web site; http./Iwww.TukwilaWA.Rov
Parcel No: 7888920020
PLUMBING/GAS PIPING PERMIT
Permit Number: PG19-0195
172505OUTHCENTERPKVVY140 Issue Date: 3/31/2020
Permit Expires On: 11/2/2020
Project Name: SUMI KOREAN GRILL
Owner:
Name: WIG PROPERTIES LLC-SS
Contact Person:
Address: l4O58QYL87]NAVE, 5EA7TLE WA,
98122
Contractor:
Name: INFINITY PLUMBING LLC Phone (425)508-9438
Address: 67lZ2005T8m'APT l'LYNNWO D,
WA, 98036
License No: INFINPL816LS Expiration Date: 6/11/2021
Lender:
DESCRIPTION OF WORK:
ADDING NEW COMMERCIAL SINKS WITH INDIRECT AND DIRECT DRAINAGE. ADDING FIXTURE UNITS TOTHE
WASTE AND GREASE INTERCEPTOR LINES.
°05/13/20 ADDED l4GAS PIPE OUTLETS"
INCLUDES RPPA INSTALLATION ON WATER DISPENSER AND SODA MACHINE. RESTAURANT WILL USE THE
EXISTING OUTSIDE GREASE INTERCEPTOR. Valuation pfWork: $8,00000
Water District: 0mWILA
Sewer District: TUKWILA
Fees Collected: $764.99
Current Codes adopted hythe City mfTukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas-Codp:
2015
2015
2015
2015
ZOlS
National Electrical Code:
VVACities Electrical Code:
VVA[296-468:
y Code:
0707 21
Permit Center Authorized Signature:
Date:
|hearbycertify 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 cancelthe provisions ofany other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree tothe conditions attached tothis permit.
Signature:
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: No changes shall be made to applicable plans and specifications unless prior approval is obtainedhnmthe
Tukwila Building Division.
2: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
3: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
4' Nowater, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision ismade toprotect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall beinsulated tominimum R-3.
5: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall beprotected bysteel nail plates not less than 18gauge.
6: Piping through concrete ormasonry walls shall not besubject tnany load from building construction. No
plumbing piping shall bedirectly embedded inconcrete u,masonry.
7: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
inaccordance with the requirements ofthe building code.
8: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackfiUedinthin
layers totwelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, dnder0U'frozen earth, orconstruction debris.
9: The issuance ofapermit orapproval ufplans and specifications shall not beconstrued tobeapermit for, or
anapproval of, any violation ofany ofthe provisions ufthe Plumbing Code orFuel Gas Code o,any other
ordinance ofthe jurisdiction.
10: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
11: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
40zofWashington State Amendments
12: REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) installation requires a separate inspection; call (2060
438-9350 TO SCHEDULE.
RPPA SHALL BE INSTALLED PER MANUFACTURER'S SPRECIFICATION AND UPON INSTALLATION RPP,4 SHALL
BE TESTED BY A CERTIFIED TESTER. COPY OF THE TEST REPORT SHALL BE SUBMITTED TO THE PUBLIC.
WORKS INSPECTOR.
13: THEREAFTER BACKFLOWS SHALL BE TESTED ON ANNUAL BASIS and COPIES OF THE TEST REPORTS SHALL BE
SUBMITTED to Tukwila Water Dept., Minkler Shops, phone 206 433-1860.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
2000 GAS PIPING FINAL
8004 GROUNDWORK
1900 PLUMBING FINAL
9002 ROUGH -IN GAS PIPING
8005 ROUGH -IN PLUMBING
Parcel No:
0
City of TnnU°"°"~U
Department of Community Development
G30OSumthcenterBoulevard, Suite #100
Tukwila, Washington 981Q8
Phone: 206'431'3670
Inspection Request Line: 206'430'9350
Web site: http://hvwvx.Tuhoxi|aW&.gov
PLUMBING/GAS PIPING PERMIT
7888920020 Permit Number: PG19-0185
Issue Date: 3/31/2028
Permit Expires On: 9/27/2020
Project Name: SUMI KOREAN GRILL
Owner:
Address:
Contact Person:
Contractor:
WIG PROPERTIES LLC-S3
4D11134THPLSE,BELLEVUEWA,
98006
NOS NARIN
14058OYLSTONAVE, 5[ATTLE'WA,
98122
INFINITY PLUMBING LLC
Phone: (JOG) 322-323
Phone (425)508-9438
Address 6712200STSVV APT l'[YNNVVOOC\
VVA'9D0]6
License No: |NF|NPL816iS Expiration Date: 6/11/2021
Lender:
Name:
'''
DESCRIPTION OF WORK:
ADDING NEW COMMERCIAL SINKS WITH INDIRECT AND DIRECT DRAINAGE. ADDING FIXTURE UNITS TO THE
WASTE AND GREASE INTERCEPTOR LINES.
INCLUDES RPPA INSTALLATION ON WATER DISPENSER AND SODA MACHINE. RESTAURANT WILL USE THE
EXISTING OUTSIDE GREASE INTERCEPTOR.
Valuation of Work: $8,000.00
Water District: TUKVVLA
Sewer District: TUKWILA
Fees Collected: $439.19
Current Codes adopted hythe City mfTukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
National Electrical Code:
VVACities Electrical Code:
VVAC%96'4GB:
y Code;
Permit Center Authorized Signature:
Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature:
Print Name:
3 -3 (-�a-�
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 is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
2: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
3: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
4: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
5: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 gauge.
6: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
7: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
8: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
9: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
10: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
11: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
12: REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) installation requires a separate inspection; call (2060
438-9350 TO SCHEDULE.
RPPA SHALL BE INSTALLED PER MANUFACTURER'S SPRECIFICATION AND UPON INSTALLATION RPPA SHALL
BE TESTED BY A CERTIFIED TESTER. COPY OF THE TEST REPORT SHALL BE SUBMITTED TO THE PUBLIC
WORKS INSPECTOR.
13: THEREAFTER BACKFLOWS SHALL BE TESTED ON ANNUAL BASIS and COPIES OF THE TEST REPORTS SHALL BE
SUBMITTED to Tukwila Water Dept., Minkler Shops, phone 206 433-1860.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
0
8004 GROUNDWORK
1900 PLUMBING FINAL
8005 ROUGH -IN PLUMBING
0
CITY OF TUKWILO
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Plumbing/Gas Permit No./ ct-c(gs
Project No.
Date Application Accepted: /2_ 5 /
Date Application Expires: (0
(For office use only)
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address:
King Co Assessor's Tax No.: ---r f?te)1) 6( Z o 0 2,c)
I725 b So kyn-t-ceiN Ptoz-iqer
Tenant Name: 0 M-1 14.01241t('L-L
(
PROPERTY OWNER
Name: \A) t (51 Fp_opsizzies
Lbc,
Address: Hy)t \ 1 514 I- fr F L se
City: Rvettrevoc....... State: ti,1/41 A
ZiP:n100(Q
CONTACT PERSON — person receiving all project
communication
Name: Nr0 14N.:11,4
Address:
140S P7o(L51-0N) Ave
City: seiriTik State: tot Zip:GpiN 22.
Phone:,0(42.37. 4 32,5 Fax:
MI15 g CATLIA Email: StUOi 0 • COV
Suite Number: j LfFloor:
New Tenant: Yes Ej..No
PLUMBING CONTRACTOR INFORMATION
Company Name: 6 (A)(1,ti)icie cm\al1/4)06,00,
Address: I L 32 0.3
City: LNNOWOOD State: ki 4 tcl Zip:
Phone: -3 tz. 0 . ,161
Contr Reg No.: co,oti 3 501 m) Exp Date: 1013/
Tukwila Business License No.:
Valuation of Project (contractor's bid price): $ 000
Scope of Work (please provide detailed information):
ADprCl1 NevN) Ci,e-c,t,1LS NV-S W 1-114 I r`l Dt(Lecr 4.1 D112-6-Cr. 012STINA-61.6
AIr4&, Ftx:N4L6 (21\11'7S TO me Wfvst6 6112-C—Pr&t iNTE-4-cep1)0(2— Uti\leS •
Building Use (per Int'l Building Code).
Occupancy (per Int'l Building Code): 91 eSS (v f2g--0“S
Utility Purveyor: Water: Sewer
HAApplicationsTorms-Applications On Line \2011 Applications \Plumbing Permit Application Revised 8-9-11.doot
Revised: August 2011
Page 1 of 2
d•I)
Indicate type of plumbing fixtures an 1 rgas piping outlets being installed and the quanti below:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5)
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler (per head)
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections over 5
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
Fixture Type
Qty
Dental unit, cuspidor
Floor drain .
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
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 an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing 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 ORIZED AGENT:
Signature: Date: / / 7-.7 t,‘
Print Name: /1/141-, /V/iz-vi\-/ Day Telephone: Zi9to . 3 i • -43 23
Mailing Address: 0{0 G Pk\ It S.Tif•I YiVe celTrrt,&
City State State Zip
HAApplicationsWorms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 20]
Page 2 of 2
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$325.80
PG19-0185 Address: 17250 SOUTHCENTER PKWY 148 Apn: 7888920020
$325.80
GAS
$297.50
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$35.00
PERMIT FEE
R000.322.100.00.00
0.00
$203.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$59.50
TECHNOLOGY FEE
$28.30
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R20743
R000.322.900.04.00
0.00
$28.30
$325.80
Date Paid: Wednesday, May 13, 2020
Paid By: STARDUST HOSPITALITY
Pay Method: CHECK 1003
Printed: Wednesday, May 13, 2020 2:02 PM 1 of 1
CRWSYSTEMS
DESCRIPTIONS
Cash Register Receipt
City of Tukwila
Receipt Number
I ACCOUNT I QUANTITY I PAID
PerrnitTRAK
354.73
PG19-0185 Address: 17250 SOUTHCENTER PKWY 148 Apn: 7888920020
354.73
Credit Card Fee
$10.33
Credit Card Fee
R000.369.908.00.00
0.00
$10.33
PLUMBING
$328.00
PERMIT FEE
R000.322.100.00.00
0.00
$293.00
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
5.00
TECHNOLOGY FEE
16.40
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$16.40
TOTAL FEES PAID BY RECEIPT: R20494
$354.73
Date Paid: Thursday, March 26, 2020
Paid By: YINGHUI HU
Pay Method: CREDIT CARD 744959
Printari• Thuircrlav March 7 7n7n 1715 PM 1 of 1
emu/
CO TUKWILA ETRAKIT
6200 SOUTHCENTER BLVD
TUKWILA, WA 98188
206-433-1870
CITY OF TUKWILA
0017340000802374464500
Date: 03/26/2020 12:14:22 PM
CREDIT CARD SALE
MASTERCARD
CARD NUMBER: **********9252 K
'MAN AMOUNT: $354.73
P?PROVAL CD: 744959
RECORD #: 000
CLERK ID: Bill
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
DESCRIPTIONS ACCOUNT ' QUANTITY
PAID
$1,406.94
PermitTRAK
D19-0379 Address: 17250 SOUTHCENTER PKWY 148 Apn: 7888920020
$1,322.48
Credit Card Fee
$38.52
Credit Card Fee R000,369.908.00.00
0.00
$38.52
DEVELOPMENT
$1,283.96
PLAN CHECK FEE R000.345.830.00.00
0.00
$1,283.96
PG19-0185 Address: 17250 SOUTHCENTER PKWY 148 Apn: 7888920020
$84.46
Credit Card Fee
$2.46
Credit Card Fee R000.369.908.00.00
0.00
$2.46
PLUMBING
$82.00
PLAN CHECK FEE R000.322.103.00.00
0.00
$82.00
TOTAL FEES PAID BY RECEIPT: R19199 - .
$1,406.94
Date Paid: Tuesday, December 03, 2019
Paid By: YINGHUI HU
Pay Method: CREDIT CARD 645101
Printed: Tuesday, December 03, 2019 1:04 PM 1 of 1
0
0TUKWLABRAKIT
6200 S0UTHCENTEP BLVD
TUKNILA' W4 98188
200'433-1870
CITY OF TUKWILA
0017340000802374464500
Date: 12/03/2019
MASTERCARD
CARD NUMBER:
TRAN AMOUNT:
AppxOvxL [o:
RECORD #:
cLcxx ID:
X
81:04:13 PM
CREDIT CARD SALE
****w*+**5590 K
$1^485.94
645101
000
frankie
{CARDHOLDER'S SzGmxTuxs}
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
ACCORDING TO THE CARD ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
Merchant Copy
REVIEWED FOR
����������
"v����"°�=
APPROVED
��'
��
Series (�v( ���Reduced Presisure '''' 2020
Assemblies
s
!6°_2u
Series OOQReduced naZon�Assom��em -'`
Vzprotmtpotable water ouppUem�accordance w�hna�ona
plumbing codes and vv�ara�hnh�n»quimme�a.Th�oer�a
iaden�nedtoproton dhn�ngwater supplies 8nmdangerous
cross -connections inaccordance vvithnadona|plumbing codes
and water authnhtyrequirements for non -potable aemioeappli-
cations ouchasinigmtinn'fina|ine.orindunNe|proonoaing.
This mohosfea8umatwo |n'|ine.independent check valves, cap-
tured sphngnandnap|aceab|oohackneatswithanintermediate
relief valve. Its compact modular design tuoi|itokeu easy main-
tenance
andunoemb�aom�n.S�eoW^-1^ohu�ffuhavu�m
handles.
TUMJN/|L�`PUBLIC WORKS
��i�/���k��
| ~ --`^~=
| BUILDING �}xN�� ������/��N�
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Features
° Single access cover and modular check construction
for ease of maintenance
* Top entry - all internals immediately accessible
*Captured springs for safe maintenance
*!n1emo| relief valve for reduced installation clearances
* Replaceable seats for economical repair
° Bronze body construction for durability 1/4^-2"
* Ball valve test cocks — screwdriver slotted 1/4"-2^
* Large body peouagnu provides low pressure drop
*Com0act.space saving design
*Nospecial tools required for servicing
Speffications
AReduoed Pressure Zone Assembly shall be installed ateach
potential health hazard location tnprevent baok8mwdue to
baokaiphonagoand/or baok0resoure.The assembly shall
consist ofmn internal pressure differential relief valve located
inezone between two positive seating check modules with
captured springs and silicone seat discs. Seats and seat discs
shall bereplaceable inboth check modules and the relief valve.
There shall benothreads o,screws 1nthe waterway exposed
toline fluids. Service ofall internal components shall bethrough
asingle access bronze cover secured with stainless steel bolts.
The assembly shall also include two resilient seated isolation
valves, four resilient seated test cocks and anair gap drain fb'
dng.Thmaoaemb|yshaUmmetthnmquiroman\aof:U3C;ASSE
Std. 1013| AVVVVAStd. C511'92| C5AB04.4. Shall beaWatts
3ehaoOO9.
tDums not indicate approval status. Refer to Page for
approved sizes &models.
O09QT-S
009M2QT
Test Cock No. 3
Ball Type I
Test Cocks
Test Cock
No 2
First Check
Modulo
Assembly
R.P. Zone
Relief Valve Assembly
Test Cock No. 4
Second
Check
Module
Assembly
I Water Outlet
�� Available
.�4��� ���"°U.��=".e
WattsBox Insulated
For more information, send for literature ES-VVB.
RECEIVED
CITY OF TUKWILA
NOTICE
Inquire with governing authorities for local installation requirements
NOTICE
A���� ���|
~^^^^°~u�um
The information contained herein
full product installation and safety i
experience ofatrained product installer. You are required to
thoroughly read all installation instructions and product safety
information before beginning the installation of this product.
Watts product specifications muacustomary units and metric are approximate and are provided for reference only. For precise measurements,
please contact Watts Technical Service, Watts reserves the right mchange ormodify product design, construction, specifications, ormaterials with
'
out prior notice and Wrthomincurring any obligation mmake such changes and modifications an Watts products previously msubsequently sold.
��-����� U����
����xuo xu�"� n��o�
\ �-0�f �
Available Models: 1/4" - 2"
Suffix:
OT - quarter -turn ball valves
S - bronze strainer
LF - without shutoff valves
AQT - elbow fittings for 360° rotation
3/4" - 2" only
internal Polymer Coating
stainless steel ball valve handles
21/2" inlet/outlet fire hydrant fitting (2" valve)
PC -
SH -
HC -
Prefix:
C - clean and check strainer 3/4" - " only
U union connections (see ES-U009)
Materials: 1/4" - 2"
Bronze body construction, silicone rubber disc material in the
first and second check plus the relief valve, Replaceable poly-
mer check seats for first and second checks. Removable Relief
valve seats. Stainless steel cover bolts.
Standardly furnished with NPT body connections. For optional
bronze union inlet and outlet connections, specify prefix U
(1/2" - 2"). Series 009QT furnished with quarter turn, full port,
resilient seated, bronze ball valve shutoffs.
Air Gaps and Elbows
Pressure / Temperature
Series 009 'A" - 2" Suitable for supply pressure up to 175psi
(12.1 bar). Water temperature: 33°F - 180°F (0.5°C - 75°C).
Standards
USC
ASSE No. 1013
AWWA C511-92
CSA B64.4
IAPMO File No. 1563.
tDoes not indicate approval status. See below for approved
models.
Approvals
ASSE, AWWA, CSA, IAPMO
Approved by the Foundation for Cross -Connection Control and
Hydraulic Research at the University of Southern California.
UL Classified 3/4" - 2"
(LF models only except 009M3LF)
MODEL
for 909, 009 and 993 sizes
DRAIN OUTLET
in. mm
A
in,
DIMENSIONS
mm
B
in.
mm
WEIGHT
lbs.
kgs.
909AGA
1/4"-1/4"009,
3/4" 009M2/M3
/2
13
2%
60
31/4
79
0.625
0.28
909AGC
1/4"-1" 009/909,
1"-11/4" 009M2
1
25
31A
83
4%
124
1.5
0.68
909AGF
11/4'1-2" 009M1,
11/4"-3" 009/909,
2" 009M2, 4"-6" 993
2
51
4%
111
6%
171
3.25
1.47
909AGK
4"-6" 909,
8"-10" 909M1
3
76
61/4
162
9%
244
6.25
2.83
909AGM
8"-10" 909
4
102
7%
187
111/4
286
15.5
7.03
909ELA
1/4"-1/2" 009, 3/4" 009M2/M3
-
-
909ELC
1/4"-1" 009/909
-
-
2%
60
2%
60
0.38
0.17
* 909ELF
11/4"-2" 009M1,
11/4"-2" 009/909,
2" 009M2, 4"-6" 993
-
-
3%
92
3%
92
2
0.91
* 909ELH
Vertical
21/4"-3" 009/909
-
-
-
-
-
-
-
A
A
B
Epoxy coated
Dimensions and Weight: 'A" - 2" 009
009 1/4" - 2"
SIZE
in,
in.
A
mm
in.
B
mm
in,
DIMENSIONS
C
mm
(APPROX.)
0
in.
mm
in.
L
mm
in.
STRAINER
M
mm
DIMENSIONS
N
in. mm
WEIGHT
lbs. kgs.
1/4
10
250
45/8
117
3%
86
1%
32
51/2
140
2%
60
21/2
64
5
2
3/8
10
250
4%8
117
3%
86
11/4
32
51/2
140
2%
60
21/2
64
5
2
1/2
10
250
4%
117
33/6
86
11/4
32
51/2
140
2%
70
21/4
57
5
2
%
10%
273
5
127
31/2
89
11/2
38
6%
171
33/I6
81
2%
70
6
3
1
141/2
368
51/2
140
3
76
21/2
64
91/2
241
33/4
95
3
76
12
5
11/4
17%
441
6
150
31/2
89
21/2
64
11%
289
4%6
113
31/2
89
15
6
11/2
177/8
454
6
150
31/2
89
21/2
64
111/8
283
4%
124
4
102
16
7
2
21%
543
7%
197
41/2
114
31/4
83
131/2
343
515/16
151
5
127
30
13
Suffix HC - Fire Hydrant Fittings dimension 'A' = 25"
Capacity
Performance as established by an independent testing laboratory.`Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.)
009RT kPa psi 11/2" 009M2QT
172 25
138 20
103 15
69 10 ■
35 5
.25 ,60 .75 1 1,17 gpm 0 0
.95 1.9 2.9 3.8 4,5 Ipm AP 0
0
kPa
138
117
96
76
55
35
psi
20
17
14
1
8
5
pp 0
0
kPa psi
138 20
117 17
96 14
76 11
55 8
35 5
AP 0
34" 009QT
kPa psi
172 25
138 20
103 15
69 10
35 5
AP 0
.25 .50 .75 1.25 1.50 2.5 3.1 gpm
0 .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm
1" 009QT
kPa psi
207 30
165 24
124 18
83 12
41 6
0 0
02
AP07.6
2.5
38 95
5
1.5
5 7 5 10 12.5 15 gpm
19 28.5 38 47.5 57 Ipm
7.5 15 fps
2.3 4.6 mps
kPa psi
207 30
172 25
138 20
103 15
69 10
35 5
0 0
AP 0
6 10 14 18 22 26 30 34 38 42 46 gpm
23 38 53 68 84 99 114 129 144 160 175 Ipm
7.5 15 fps
2.3 4.6 mps
* 1" 009M2QT
5 10 20 30 40 50 60 70 80 gpm
19 38 76 114 152 190 228 266 304 Ipm
7.5 15 fps
2.3 4.6 mps
lOWA'TTS
kPa psi
207 30
172 25
138 20
103 15
69 10
35 5
0 0
pp 0 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm
0 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm
5 7.5 10 15 fps
1.5 2.3 3.0 4.6 mps
10 20 30 40 50 60 70 80 gpm
38 76 114 152 190 228 266 304 Ipm
5 7.5 10 15 fps
1.5 2.3 3.0 4.6 mps
11/2" 009M2QT
psi
207 30
172 25
138 20
103 15
69 10
35 5
0 0
AP 0
2" 009M2QT
20 40 60 80 100 120 140 160 180 200 gpm
76 152 228 304 380 456 532 608 684 760 ipm
5 7.5 10 15 fps
1.5 2.3 3.0 4.6 mps
USA: T: (978) 689.6066 • F: (978) 975-8350 • Watts.com
Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca
Latin America: T: (52) 81-1001-8600 • Watts.com
ES-009 1813 0 2018 Watts
\
PERMIT COORD CO''
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG19-0185 DATE: 4/27/2020
PROJECT NAME: SUMI KOREAN GRILL
SITE ADDRESS: 17250 SOUTHCENTER PARKWAY
Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
X Revision # 1 after Permit Issued
DEPARTMENTS:
W‘AO q6„Iv
Building Division
1\\A'
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator gik
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 04/28/20
Structural Review Required
REVIEWER'S INITIALS: DATE:
El
APPROVALS OR CORRECTIONS:
Approved
n
Corrections Required
(corrections entered in Reviews)
DUE DATE: 06/23/20
Approved with Conditions ri Fire Fees Apply n
Denied
(le: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg D FireD Ping D PW D Staff Initials:
12/18/2013
PERMIT GOND COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG19-0185 DATE: 01/08/2020
PROJECT NAME: SUM! KOREAN GRILL
SITE ADDRESS: 17250 SOUTHCENTER PKWY SUITE 148
Original Plan Submittal
Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit !ssued
DEPARTMENTS:
Building Division
Public
Works
C)
Fire Prevention
Structural
P
Planning Division
Permit Coordinttor
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 01/09/2020
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Approved with Conditions
DUE DATE: 02/20/2020
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg LI Fire 0 Ping El PW Ej Staff Initials:
12/18/2013
ERM!T COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG19-0185
DATE: 12/4/2019
PROJECT NAME: SUMI KOREAN GRILL
SITE ADDRESS: 17250 SOUTHCENTER PARKWAY STE 148
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision #
after Permit Issued
DEPARTMENTSTU-
CO INC
Public Works
I
C
Fire Prevention
Structural
P
P
Planning Division
Permit Coordinator
N
PRELIMINARY REVIEW:
Not Applicable ri
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 12/5/19
Structural Review Required
DATE:
P
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews
Approved with Conditions
Denied
(ie: Zoning Issues
DUE DATE: 1/2/2020
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 12-4
Departments issued corrections: Bldg El
Fire
Ping 0 PW Staff Initials:
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: littp.//www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: 4-16-2020
Plan Check/Permit Number: PG19-0185
0 Response to Incomplete Letter #
1:1 Response to Correction Letter #
[ Revision # I after Permit is Issued
El Revision requested by a City Building Inspector or Plans Examiner
[11 Deferred Submittal # •1'
Project Name: SUMI KOREAN GRILL
Project Address:
Contact Person:
17250 Southcenter Pkwy, Suite #148
RECEIVED
CITY OF TUKVVI
APR 27 'LW'
PERMIT CENTER
Sylvia Hu
Phone Number:
Summary of Revision: R-t, VISIO
We are submitting the gas layout drawings as a Beffered-iaribrmitterli to our existing,
current plumbing permit (PG19-0185). Since this is the first time we are submitting
the gas layout, there is no correction letter filed with the City of Tukwila for this
phase of the project.
702-526-6978
Sheet Number(s): 2
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tulcwila Permit Center by:
] Entered in TRAKiT on
WAPerrrut CenteATenplatttetForms\Revitiou Submittal Fomiduc
Revised= August 2015
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: /o 3 120zo
Plan Check/Permit Number: PG19-0185
Response to Incomplete Letter #
gResponse to Correction Letter # 1
111 Revision # after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
LI Deferred Submittal #
Project Name•_Sumi Korean Grill
Project Address:_17250 Southcenter Pkwy — Suite 148
Contact Person: 11•10-
Summary of Revision:
Phone Number: 2,06 57- z • ti 37 -g
R6 V I 1 -n9 &,o_c--pt-se 0-.1-feecep-rnz g( /\.r(1 c E-0-ze-r
T\fPg. 52 sfte-r-T- P / Pz
Apt, e-D pec pp/ek g.torcKetow Pee Ver\Yrele
56e A1-rf\-0-VeD spec S t-1 e=E--•T
PIEClVtLJ
-
CITY OF TUKWILA
Sheet Number(s): p -Tue-
JAN 0 8 2020
e\---tec-tD
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Ei Entered in TRAKiT on
PERMIT CENIER
CAUsers\bill-r \Desktop \ Revision Submittal Form.doc
Revised: August 2015
PROJECT NAME: 9khnli \-01U0 \\
SITE ADDRESS: 1-10 9)Afib ler V4111
REVISION LOG
(
PERMIT NO:
ORIGINAL ISSUE DATE /79119.0
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
-
E V
\V)ArY0
Summary of Revision:
Received b :
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summaryof Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
0 0
Catch Design Studio
1405 Boylston Ave
Seattle, WA 98122
P# 206-322-4323
SUMI KOREAN GRILL
December 18th 2019
#PG19-0185
Correction Letter Response:
Review Type PLUMBING
December 19, 2019
NOS NARIN
1405 BOYLSTON AVE SEATTLE, WA 98122
Correction Letter # 1
PLUMBING/GAS PIPING Permit Application Number PG19-0185 SUMI KOREAN GRILL -
17250 SOUTHCENTER PARKWAY 148
Dear NOS NARIN,
This letter is to inform you of corrections that must be addressed before your development
permit can be approved. All correction requests from each department must be addressed at
the same time and reflected on your drawings. I have enclosed comments from the following
departments:
PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding
these comments.
1 Sheet P1 Table 4 shows Hydromechanical Grease Interceptor (HG!) Sizing Chart.
If this type of grease interceptor is being installed please show location and specify
size/manufacturer/model on plan.
• The existing gravity grease interceptor located on site (provided by landlord), on
the exterior of the building will be used for this project. Existing location to be
verified by contractor. Existing grease interceptor has 16,000 gallon capacity -
CORRECTION imCEIVED
CITY OF TUKWILA
JAN 8 2020
LTR# P'(9 I q OtOc
PERMIT CENTER
2. Submit HGI specifications, installation and maintenance manual,
o We are not adding a new HwdnJnleChanioa| Grease Interceptor, vveare
connected to the existing gravity grease interceptor.
3. Water Dispenser and Soda Machine require a Reduced Pressure Principle Assembly
(RPPA). Please add a bankflovvtable listing mize/nnanufacturer/nlode|#ofproposed
RPPAs.
n Installed RPPAonwater dispenser and soda machine. Added spec sheet of
RPPA. See attached cutsheet.
4. Submit cut sheets of the proposed RPPAs and circle backflow to be installed.
o Added spec sheet of RPPA.
Please address the comments above in an itemized format with applicable revised plans,
specifications, and/or other documentation. The City requires that two (2) sets ofrevised plan
pages, specifications and/or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every
naaubnnitte|. |haxe enclosed one for your convenience. Corrections/revisions must bemade in
person and will not be accepted through the mail or by a messenger service.
Sincerely,
Bill Rambo Permit Technician
File No. PG19-0185
- CITY CONTACT INFORMATION -
Uniform Plumbing Code Appendix H
Interceptor Sizing
Sizing criteria for restaurant grease interceptor:
(a)
(b)
Parameters - The parameters for sizing a grease interceptor are hydraulic loading and grease
storage capacity, for one or more fixtures.
Sizing Formula - The size of the interceptor shall be determined by the following formula:
Number of X Waste X Retention X Storage
meals per Flow Rate Time Factor
peak hour (1) (2) (3) (4)
46 X 5 X 2.5 X 1
= Interceptor Size
(liquid capacity in
gallons)
(1) Number of meals served per peak hour - or maximum seating capacity
(2) Waste Flow Rate - per device
a. With dishwashing machine connected to interceptor
(not normally allowed)
b. Without dishwashing machine connected to interceptor
c. Single Service Kitchen
(paper plates and utensils only)
d. Food waste disposer
(3) Retention Time
a. Commercial Kitchens
b. Single Service Kitchen
(4) Storage Factors
Fully equipped commercial kitchen
a. 8 hour operation
b. 16 hour operation
c. 24 hour operation
Single Service Kitchen (normal hours)
750 gallons
Engineer recommended size to install:
Facility Name:
Facility Address:
Property TMK:
Date:
Engineer:
CORRE TION
LTR#
Sumi Korean Grill
17250 Southcenter Pkwy #148
575
6 gallon flow
5 gallon flow
2 gallon flow
1 gallon flow
2.5 hours
1.5 hours
1
2
3
1.5
I/ECEIVED
CITY OF 112MM-A
JAN 08 2020
PERMIT CENTER
Engineers Stamp
License Expirati6n Date
.1>&Ict oio
July 2008
l \
City of Tukwila
Department of Community Development
December 19, 2019
NOS NARIN
1405 BOYLSTON AVE
SEATTLE, WA 98122
RE: Correction Letter # 1
PLUMBING/GAS PIPING Permit Application Number PG 19-0185
SUMI KOREAN GRILL - 17250 SOUTHCENTER PARKWAY 148
Dear NOS NARIN,
Allan Ekberg, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments.
• 1) Sheet PI Table 4 shows Hydromechanical Grease Interceptor (HGI) Sizing Chart.
If this type of grease interceptor is being installed please show location and specify size/manufacturer/model on
plan.
2) Submit HGI specifications, installation and maintenance manual.
3) Water Dispenser and Soda Machine require a Reduced Pressure Principle Assembly (RPPA). Please add a
backflow table listing size/manufacturer/model # of proposed RPPAs.
4) Submit cut sheets of the proposed RPPAs and circle backflow to be installed.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
Sincerely,
Bill Rambo
Permit Technician
File No. PG19-0185
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
INFINITY PLUMBING LLC
)Labor & industries (httos://lnimaxpv).
Page 1 of 2
INFINITY PLUMBING LLC
Owner or tradesperson GARCIA-RIVERA,
HUGO
Principals
GARCIA-RIVERA, HUGO, PARTNER/MEMBER
WA UBI No.
604 453 986
6712 200TH ST SW APT 1
LYNNWOOD, WA 98036
425-508-9438
SNOHOMISH County
Business type
Limited Liability Company
License
Verify the contractors active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active
Meets current requirements.
License specialties
PLUMBING
License no.
INFINPL816LS
Effective — expiration
06/11/2019— 06/11/2021
Bond
Western Surety Co
Bond account no.
64675627
$6,000.00
Received by L&I Effective date
06/10/2019 06/07/2019
Expiration date
Until Canceled
Insurance
American Family Mutual Ins Co $1,000,000.00
Policy no.
GLP1047589
Received by L&I Effective date
06/11/2019 06/11/2019
Expiration date
06/11/2020
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
No active Washington registered apprentices exist for this business, Washington allows the use of apprentices
registered with Oregon or Montana. Contact the Oregon Bureau of Labor & Industries or Montana Department of Labor
& Industry to verify if this business has apprentices.
Workers' Comp
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604453986&LIC=INFINPL816LS&SAW= 3/26/2020
@IAIVECO
DESIGN $TUDIO
HVAC
RTU 1
75,000 BTU
HVAC
RTU 2
72,000 BTU
EX!STG GAS METER
NEW FLOOR PLAN rm
SCALE : 1/4" = 11-0"
1405 BOYLSTON AVE.
SEATTLE, WA 98122
TEL. 206.322.4323
FAX. 206.322.9177
E-MALINFO@GATCHSTUDIO.GOM
WWW.CATCHSTUDIO.COM
ARCHITECT:
6192
REGISTERED
ARCHITECT
sTATITATLIG.
PROJECT TITLE:
SUMI
KOREAN
GRILL
17250 Southcenter Pkwy
SUITE #148
Tukwila, WA 98188
PROPOSED ISOMETRIC GAS PIPING PLAN
HVAC RTU 68CF
75,000 BTU I
BBQ GRILL 7CF
8,200 BTU
BBQ GRILL Tur:
I 8,200 BTU I
BBQ GRILL icr
I 8,200 BTU
BBQ GRILL 7CF
8,200 BTU I
BBQ GRILL 70F
I 8,200 BTU I
8,„
BBQ GRILL 7CF
8,200 BTU I
BBQ GRILL ,CF
8,200 BTU
BBQ GRILL ICE
I 8,200 BTU I
BBQ GRILL 7CF
8,200 BTU I
(1 1/4")
CUT-OFF VALVE
3/4,,
gs
(3/4")
0
CUT-OFF VA
BBQ GRILL 7CE
I 8,200 BTU
8:714
BBQ GRILL zet:
I 8,200 BTU I
CUT-OFF VALVE
BBQ GRILL 7CF
I 8,200 BTU I
HVAG RTU 65C7
72,000 BTU I
WATER HEATER 9CF
I 199,000 BTU]
(1/2")
CONTROL VALVE (TYR)
(2")
CUT-OFF VALVE
EXISTING GAS METER
LOCATION
610,700 BTU
TOTAL @METER
EXISTING EQUIPMENT SCHEDULE
NO. QTY.
DESCRIPTION
BRAND / MODEL (L.XD.XH.)
BTU
TOTAL BTU
1
HVAC RTU #UNIT 1
D8CG048N06025A
75,000
75,000
1
HVAC RTU #UNIT 1
CARRIER #48KCDA05A2A5A0A0A0
72,000
72,000
1
WATER HEATER
RL94IN RL MODEL SERIES
199,000
199,000
TOTAL
346000
PROPOSED EQUIPMENT SCHEDULE
NO.
QTY.
DESCRIPTION
BRAND / MODEL (L.XD.XH.)
BTU
, 1 TOTAL BTU
9
1
8 BURNER /OVEN
VULCAN #48S-8BN (W48"xD34"x H58")
275,000
275,000
10
1
GRILL 24"
ICPG 300 MODEL #24CBRSBNL (W24"xD27"x H4 ")
80,000
80,000
12
BBQ GRILL
G&S #GSDR 300" (W31"xD15"x H27")
8,200
98,400
TOTAL
453400
GRAND TOTAL : EXISTING AND NEW 799,400 BTU
NOTE:
- CONTRACTORS SHALL FIELD VERIFY THE ACTUAL EQUIPMENT POWER OR BTU FROM
RESTAURANT OWNER AND EQUIPMENT PROVIDER PRIOR TO ANY ROUGH -IN AND FINISH WORK.
- EQUIPMENT ITEM NUMBER ACCORDING TO BUILDING PERMIT PLAN EQUIPMENT SCHEDULE.
PROPOSED GAS PIPING PLAN
REVISIONS:
CATCH DESIGN STUDIO
DRAWN: NOS NARIN
CHECKED:
SCALE: AS NOTED
FILE:
REVIEWED FOR
APPROVED
MAY 1,3 20
City of Tukwila
BUILDING DIVISION
DATE: 04/15/20
LONGEST
LENGTH
=134'
CEN 1E1,
130
4,7,0
ABBREVIATIONS
PROJECT STATISTICS
A
L
ACCES ACCESSORY
LAN LOCALTAREA NETWORK
ACH
ACT
ABOVELCOUNTER HEIGHT
ACOUSTICALICEILING TILE
LAM LAMINATE
LAV LAVATORY
ADA
ADJ
AFF
AMERICAN'S A WITH
DISABILITIESI ACT
ADJUSTABLE
ABOVESFINISHEDDFLOOR
AL
ALUMINUM
LB POUND
LT LIGHT
LRV LIGHT REFLECTANCE VALUE
M
ALT ALTERNATE
MAX MAXIMUM
ARCH ARCHITECT(URAL)
AUTO
AUTOMATIC
MDF
MEDIUM -DENSITY
FIBERBORAD
AVG
AVERAGE
MFD MANUFACTURED
AND
MFR MANUFACTURER
AT
MECH MECHANICAL
MED MEDICAL
MET METAL
BLDG
BUILDING
MIN MINIMUM
BD
BOARD
MISC MISCELLANEOUS
BLKG
C
BLOCKING
MLWK MILLWORK
MOIST MOISTURE
MTD MOUNTED
CAB
CABINET
MTL METAL
CPT
CEM
CLG
CARPET
CEMENT(ITIOUS)
CEILING
CLR
CLEAR
MW MICROWAVE
MIR MIRROR
N
CONC
CONCRETE
NIC NOT IN CONTRACT
CONT
CMU
CH
CONTINUOUS(ATION)
CONCRETE MASONRY UNIT
CHAIR
NO NUMBER
NTS NOT TO SCALE
N20 NITROUS OXIDE
CTOP
CTC
CW
D
COUNTERTOP
CENTERCTONCENTER
COLD WATER
O
OC ON CENTER
OVHD OVERHEAD
OP OPERATORY
DBL
DEMO
DEPT
DET
DOUBLE
DEMOLITION
DEPARTMENT
DETAIL
DF DRINKINGNFOUNTAIN
DIA
DIFF
DIAMETER
DIFFUSER
DIM _DIMENSION
DISP
DIV
DN
DR
DISPENSER
DIVISION
DOWN
DOOR
P
P
PAINT
PNL PANEL
PORT PORTABLE
PREFAB PREFABRICATED
PLAM PLASTICILAMINATE
PLAS PLASTER
PLYWD PLYWOOD
R
RAD RADIUS
SITE ADDRESS
CODES USED :
17250 SOUTHCENTER PARKWAY SUITE
#148 TUKWILA, WA 98188
2015 INTERNATIONAL BUILDING CODE
(STATE OF WASHINGTON AMENDMENTS)
2015 INTERNATIONAL EXISTING BUILDING CODE
(PRESCRIPTIVE METHOD, CHAPTER 3)
(STATE OF WASHINGTON AMENDMENTS)
2015 INTERNATIONAL MECHANICAL CODE
2015 UNIFORM PLUMBING CODE
2015 INTERNATIONAL EXISTING BUILDING CODE
2015 WASHINGTON STATE ENERGY CODE
ICC A117.1 2009 (ACCESSIBILITY CODE)
CITY OF TUKWILA LOCAL AMENDMENTS
AND REGULATIONS
PARCEL NUMBER:
LEGAL:
PLAT LOT:
GROUP OF OCCUPANCY:
SPRINKLER:
NUMBER OF STORIES:
ZONING:
YEAR BUILT:
PROPERTY SIZE:
BUILDING SIZE:
BUILDING HEIGHT:
SUITE AREAS:
CONSTRUCTION TYPE:
PARKING REQUIRED:
DEFERRED SUBMITTAL:
788892-0020
SOUTHCENTER SQUARE BSIP
PARCEL 2
B
YES (FULLY SPRINKLED)
TUC
2007
51,6516 SF 11.86 ACRES
46,426 SF
+/-22" (VARIES)
1850 SF.
II-B
ALL EXISTING FOR ALLOWABLE USES
MECHANICAL, FIRE ALARM, SPRINKLERS.
DW
DWG
DWR
E
FLFC
FNGR
ENTR
EQ
DISHWASHER
DRAWING
DRAWER
FI FCTRICAL
ENGINEER(ED)
ENTRANCE
EQUAL
RCP
REFLECTEDACEILING
PLAN
REF REFRIGERATOR
REQ REQUIRE(D)(MENT)
REINF
REINFORCE(D)
(ING)(MENT)
REV REVISION
RM ROOM
RO ROUGHLOPENING
PROJECT TEAM
FOUI J OUIPMENT
EXIST.E(E) EXISTING
FXPS
FXT
F
EXPOSE(D)
FXTFRIC)R
RP RESINBPANEL
RR RESTROOM
S
SCR SCRIBE
SECUR SECURITY
F FIXED
FAB
FF
FIN
FPLC
FR
FRMG
FI R
FCIC
FOIO
FOIC
FURN
FS
FRP
G
FABRIC
FINISHFOIFND
FINISH
FIREPLACE
FIRFPRAT(ING)(FD)
FRAMING
FLOORING)
FURNISHED & INSTALLED
BY CONTRACTOR
FURNISHED & INSTALLED
BY OWNER
FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
FURNITURF
FLOOR SINK
FIBERGLASS REINFORCED PLASTIC
SF SQUARETFEET
SIM SIMILAR
SPEC(S) SPECIFICATIONTS)
SS SOLIDBSURFACE
STD STANDARD
STL STOOL
ST STONE
STRUCT STRUCTURAL
SURF SURFACE
RESTAURANT OWNER
LANDLORD:
DESIGN TEAM:
ARCHITECT
STARDUST HOSPITATLITY LLC
SYLVIA TEL: 702-526-6978
WIG PROPERTIES
DAVID KRUEGER
TEL #425-641-2044
CATCH DESIGN STUDIO
1405 BOYLSTON AVE. SEATTLE, WA 98122
CONTACT: NOS NARIN
TEL: 206.322.4323
E-MAIL: NOS@CATCHSTUDIO.COM
THAN SUTAN: SENIOR ARCHITECT
THAN@CATCHSTUDIO.COM
LEGEND
108
104
100
0
SOUTHCENTER SQUARE
17100, 17150, 17200, & 17250 Southcenter Parkway
Tukwila, Washington 98188
WIG BOULEVARD
m a, m m s
4111
SIGNER SHOE WAREHOUSE'
+61 I G AD ' :' 'NG TR. E I DISTANCE TO THE MAIN EN, ANGEL
IRKING H.5.' ACCESS AISLE SLOPE MAX IN ANY DIRECTION
IION
aisdkamil
124 128 132
Ianebryant
112 t'.N('RV. L
TOTAL BUILDING AREA
TOTAL PARKING
M - MONUMENT SIGNS
M2 - 2-SIDED MONUMENT SIGNS
- DISPLAY WINDOWS
TOTAL SIGNS ON PROPERTY: 5
SV SITETVERIFY
SYS SYSTEM(S)
SLB SLAB
STN STAIN
BUILDING SECTION
BUILDING SECTION
SCOPE OF WORK:
T
TIL TILE
TBD TO BE DETERMINED
TEX TEXTILE
WALL OR DETAIL SECTION
N
NORTH ARROW
THK THICK
GA
GL
GAUGE
TI
TENANT IMPROVEMENT
DETAIL SECTION (NONDIRECTIONAL)
CENTERLINE
TENANT IMPROVEMENT : INSTALLED NEW GAS PIPING LINES FOR NEW COOKING
EQUIPMENT UNDER NEW HOODS.
DRAWING INDEX
GWB
GYP
H
GLASS
GYPSUMEWALL BOARD
GYPSUM
PRINTED GRAPHIC:
TBL TABLE
TRANS TRANSPARENT
TYP TYPICAL
TV TELEVISION
TR TRIM
HD
HDWD
HEAD
HARDWOOID
HDWR HARDWARF
HM
HORIZ
HR
-HW
HT
HVAC
HOLLOWOMETAL
HORIZONTAL
HOUR
HOT WATER
HEIGHT
HFATING AVFNTII ATING,
ANDTAIR CONDITIONING
U
UTIL UTILITY
UNO UNLESS NOTED OTHERWISE
V
VAC VACUUM
VERT VERTICAL
VFY VERIFY
VIF VERIFYAIN FIELD
VIN VINYL
W
2
2 J
OFIRST0-0" FLOOR
EL.1
ENLARGED DETAIL REFERENCE
ELEVATION TARGET
OFIRST FLOOR PLAN
o s is m
DRAWING LABEL
GRAPHIC SCALE
EXTERIOR ELEVATION
BREAK LINE
OFFICE
046
INTERIOR ELEVATION
ROOM NAME AND ROOM NUMBER
REVISION CLOUD AND NUMBER
SPOT ELEVATION
INFO
INSUL
INT
J
INFORMATION
INSULATION
INTERIOR
W
WITH
WC WATERYCLOSET
WB WALLIBASE
WD WOOD
WH WATERAHEATER
JAN
K
JANITOR
WOD WASHERCLODRYER
WAO WITHOUT
WT WEIGHT
CEILING
TYPE
CEILING
HEIGHT
CEILING HEIGHT
WINDOW NUMBER
ALIGN
ALIGN NOTE
COLUMNS GRID AND BUBBLES
KIT
+46„
KITCHEN
WP WEATHER PROOF
INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE
TO TOP OF DEVICE.
DOOR NUMBER
WALL TYPES
CS1 : VICINITY MAP, SITE PLAN
G1 : GAS PIPING PLAN
229,968 SF
924 STALLS
MINKLER BOULEVARD
SITE PLAN
SITE LOCATION
—103
00
110
NORD
r
SCALE : NTS
DESIGN STUDIO
1405 BOYLSTON AVE.
SEATTLE, WA 98122
TEL. 206.322.4323
FAX. 206.322.9177
E-MAI L:I N FO@CATCHSTU DIO. COM
WWW.CATCHSTUDIO.COM
ARCHITECT:
6192
REGISTERED
ARCHITECT
'THAN SUTAN
STATE OF WASHINGTON
PROJECT TITLE:
SUMI
KOREAN
GRILL
17250 Southcenter Pkwy
SUITE #148
Tukwila, WA 98188
PROJECT STATISTICS
VICINITY MAP
SITE PLAN
REVISIONS:
CATCH DESIGN STUDIO
DRAWN: NOS NARIN
CHECKED:
SCAL. AS NOTED
FILE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
1A':' 13 2020
City of Tukwila
BUILDING DIVISIO
DATE: 04/15/20
SHEET#
CS1
(NEW)WASTE LINE TO GREASE INTERCEPTOR
(BASE UPON 2015 UPC)
QT.
TRAP
SIZE
F/U
EACH
F/U
TOTAL
FIXTURE NAME
1
2"
2
2
1 COMPARTMENT SINK (GRILL PAN)
1
2"
3
3
3 COMPARTMENT SINK
5
TOTAL OF DRAINAGE F/U
(EXISTING)WASTE LINE TO GREASE
INTERCEPTOR
(BASE UPON 2015 UPC)
QT.
TRAP
SIZE
F/U
EACH
F/U
TOTAL
FIXTURE NAME
1
2"
2
2
1 COMPARTMENT SINK (GRILL PAN)
1
2"
2
2
FLOOR DRAIN
2
2"
2
4
FLOOR SINK
1
2"
3
3
MOP SINK
11
TOTAL OF DRAINAGE F/U
LEGEND
VTO
FS
FD
(e
N)
FFD
F 0
RPPA
VENT TO OUTSIDE
FLOOR SINK
FLOOR DRAIN
FUNNEL FLOOR DRAIN
FLOOR CLEAN OUT
REDUCED PRESSURE
BACKFLOW ASSEMBLY
//
GM
GW
SS
HW
CW
BURIED PIPE
GAS METER
GREASE WASTE LINE
SANITARY SEWER LINE
HOT WATER SUPPLY
COLD WATER SUPPLY
DFU
WSFU
(E)
(N)
DRAINAGE FIXTURE UNIT
WATER SUPPLY FIXTURE UNIT
EXISTING
NEW
WATER HAMMER ARRESTER
PLUMBING NOTES:
- ALL POTABLE WATER PIPINGS ARE PEX PIPE.
- WATER PIPES INSTALLED IN THE ATTIC OR EXTERIOR LOCATION MUST BE HEAT TRACED AND INSULATED.
EXTERIOR LOCATIONS WHICH ARE HEAT TRACED AND INSULATED REQUIRE METAL JACKET WITH GROUND FAULT
PROTECTION AND ELECTRICAL INSPECTION. "ALL HEAT TRACING REQUIRES GROUND FAULT PROTECTION."
-PIPING PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH REQUIREMENTS
OF THE BUILDING CODE, APPLICABLE STANDARDS REFERENCED IN UPC TABLE 14-1. SEE SECTION D5 BELOW FOR
MORE DETAILS
-SLEEVE PLUMBING PIPES AT CONCRETE/MASONRY SLABS, WALLS, OR FOOTINGS WITH PIPE SLEEVE, PACKING
FOAM SHEETING, BUBBLE WRAP OR EQUAL
-INSTALLATION REQUIREMENTS FOR PLUMBING FIXTURES.
-THE CLEAR SPACE IN FRONT OF ANY WATER CLOSET OR BIDET SHALL NOT BE LESS THAT 21 INCHES.
-HOT WATER DELIVERED FROM PUBLIC USE LAVATORIES SHALL BE LIMITED TO A MAXIMUM TEMPERATURE OF 120
DEGREES F BY A DEVICE THAT CONFORMS TO ASSE 1070 OR CSA 8125.3. THE WATER HEATER THERMOSTAT
SHALL NOT CONSIDERED A CONTROL FOR MEETING THIS PROVISION.
-WATER HEATER REQUIRES SEISMIC STRAPS AT UPPER/LOWER 1/3 OF THE TANK. (SEE
WWW.MYBUILDINGPERMIT.COM TIP SHEET #007) FOR NON-RESIDENTIAL INSTALLATIONS ,ENGINEERING IS
REQUIRED FOR SEISMIC BRACING ON EQUIPMENT EXCEEDING 75# WHEN MOUNTED OVER 4FT ABOVE FLOOR
LEVEL CEILING MOUNTED OR WALL MOUNTED, AND REQUIRED FOR EQUIPMENT EXCEEDING 400# MOUNTED LESS
THAN 4FT ABOVE FLOOR LEVEL
(SEE COB POLICY & PROCEDURE IBC 06-003 FOR ADDITIONAL DETAILS)
-HEATED-WATER CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A CIRCULATION PUMP. THE SYSTEM RETURN
PIPE SHALL BE A DEDICATED RETURN PIPE OR A COLD WATER SUPPLY PIPE. CONTROLS FOR CIRCULATING HOT
WATER SYSTEM PUMPS SHALL START THE PUMP BASED ON THE IDENTIFICATION OF A DEMAND FOR HOT WATER
WITHIN THE OCCUPANCY. THE CONTROLS SHALL AUTOMATICALLY TURN OFF THE PUMP WHEN THE WATER IN THE
CIRCULATION LOOP IS AT THE DESIRED TEMPERATURE AND WHEN THERE IS NO DEMAND FOR HOT WATER.
-POTABLE WATER SUPPLY TO CARBONATORS REQUIRES A REDUCED PRINCIPLE BACKFLOW PREVENTER WITH
APPROVED PIPE (NOT OF COPPER, COPPER ALLOY, OR OTHER MATERIAL AFFECTED BY CARBON DIOXIDE)
INSTALLED DOWNSTREAM OF THE RP.
CONDENSATE DRAINS FROM FOOD STOREROOMS. WALK-IN FREEZERS AND
COOLERS, AND REFRIGERATED EQUIPMENT SHALL HAVE INDIRECT WASTE PIPING
TERMINATING OVER FLOOR SINK WITH P-TRAP AND A MINIMUM OF 1 INCH AIR GAP.
RAISED CURB (IF ANY)
FINISHED FLOOR ----7
CONC. SLAB
1
RAISED CURB (IF
ANY)
OOR SINK
TRAP
TYPICAL FLOOR SINK
VERIFY TO COMPLY W/ LOCAL CODE
REGULATIONS
SCALE:
N.T.S.
\
NOTE: TO INTERCONNECT 3 COMPARTMENT \ WASTE MANIFOLD BY
SINK DRAINS, CONTRACTOR WITH 2" LINE
DUMPING TO GREASE
FIGURE 5 FITTING. (TRAP AND VENT ARE INTERCEPTOR
THEY MUST BE CENTER CONNECTED USING A
REQUIRED)
2 I EXISTING TRIPLE COMPARTMENT SINK
SEWER
GREASE WASTE LINE
COLD WATER
- HW - HOT WATER SUPPLY
HOT WATER RETURN
VENT TO ROOF (VTR)
NOTE
418.5 UPC : FLOOR SLOPE
FLOORS SHALL BE SLOPED TO FLOOR DRAINS.
1005.1 UPC TRAP SEAL
EACH FIXTURE TRAP SHALL HAVE A LIQUID SEAL OF NOT LESS THAN 2
INCHES (51MM) AND NOT MORE THAN 4 INCHES (102MM), EXCEPT
WHERE A DEEPER SEAL IS FOUND NECESSARY BY THE AUTHORITY
HAVING JURISDICTION, TRAPS SHALL BE SET TRUE WITH RESPECT TO
THEIR LIQUID SEALS AND WHERE NECESSARY, THEY SHALL BE
PROTECTED FROM FREEZING.
1007.1 UPC FLOOR DRAIN TRAP
FLOOR DRAIN OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE
DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE
PROTECTED WITH A TRAP SCAL PRIMER, EXCEPT WHERE NOT DEEMED
NECESSARY FOR SAFETY OR SANITATION BY THE AUTHORITY HAVING
JURISDICTION. TRAP SEAL PRIMERS SHALL BE ACCESSIBLE FOR
MAINTENANCE,
609.10 UPC : WATER HAMMER
BUILDING WATER SUPPLY SYSTEMS WHERE QUICK -ACTING VALVES ARE
INSTALLED SHALL BE PROVIDED WITH WATER HAMMER ARRESTER(S)
TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF
THESE VALVES. WATER HAMMER ARRESTERS SHALL BE APPROVED
MECHANICAL DEVICES IN ACCORDANCE WITH ASSE 1010 OR PDI-WH
201 AND SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO
QUICK -ACTING VALVES.
C403.2.9 WSEC PIPING INSULATION
ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM
SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE
G403.2.9.
Table 5
Gravity Grease Interceptor (GGI), Sizing
DFUsq)
GGI Volume
8
500 gallons
21
/bti gallons L
35
1,000 gallons
90
1 250 gallons
172
1.500 gallons
216
2.000 gallons
307
2.500 gallons
342
3.000 gallons
428
4.000 gallons
576
5.000 gallons
720
7.500 gallons
2112
10000 gallons
2640
15.000 gallons
NT RISER PLAN
NOTE:
LANDLORD REQUIREMENTS
AN ELECTRONIC REMOTE READER
FOR THE WATER SUBMETER SHALL
BE INSTALLED ON SITE. THE
LOCATION OF THE ELECTRONIC
REMOTE READER SHALL BE
MUTUALLY AGREED UPON
BETWEEN LANDLORD AND TENANT
AND SHALL BE WALL MOUNTED AT
A HEIGHT NO GREATER THAN 6'.
SEE SHEET P2 FOR THE
SPECIFICATIONS FOR THE
LANDLORD APPROVED ELECTRONIC
REMOTE READER.
10
CONNECT TO EXISTING GREASE INTERCEPTOR 16,000 GALLON
ON THE EXTERIOR OF THE BUILDING
(FIELD VERIFY EXACT LOCATION BY CONTRACTOR)
TOTAL 4" (16 DFU)
CONNECT TO EXISTING SEWER LINE ON
ON THE EXTERIOR OF THE BUILDING
(FIELD VERIFY BY CONTRACTOR)
TOTAL 4" (26 DFU)
in
(NEW)NON-GREASE LINE (BASE UPON 2015 UPC)
QT.
TRAP
SIZE
F/U
EACH
F/U
TOTAL
FIXTURE NAME
1
2"
2
2
1COMP. SINK (VEG)
1
2"
2
2
SODA MACHINE
1
2"
4
4
DISH WASHER
8
TOTAL OF DRAINAGE F/U
(EXISTING)NON-GREASE LINE (BASE UPON 2015 UPC)
QT.
TRAP
SIZE
F/U
EACH
F/U
TOTAL
FIXTURE NAME
2
2"
2
4
HAND SINK
2
2"
2
4
FLOOR DRAIN (RESTROOM)
2
2"
1
2
LAVATORY
2
2"
4
8
W.C.
18
TOTAL OF DRAINAGE F/U
SEPARATE PERMIT
R2UIRED.T.i R: m
Electrical
[1:17 Plumbing
Ai Gas Piping
City of Tukwila
BUILDING DIVISION
C403.2.9 WSEC PIPING INSULATION
ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY
INSULATED IN ACCORDANCE WITH TABLE 0403.2.9.
:LiNSPWEE
n 350
251 - 35)
201 - '250
141 - 200
40 - 60
40
'
MINIMUM PIPE INSULAT1A0BN1111(14NS (thickness in inches,
INSULATION CONDUCTIVITY
NOMINAL PIPE OR TUBE SIZE (inch.,
0.32 - 0.34
0.29 - 0.32
0.27 - 0.30
0,5 - 0.29
0.21 - 0.27
250
200
150
125
100
b. For inualatuati ounide the mated conductntty rang, the ..airaa..
7,0
radius of pipe.
kef linethn the t0b•Ite,,fa7 applicable fluid t 0, the
e applicable thud temperanne (Btu . . ft 7) and
the upper e concluen, rang:listed'. the table feen the applicable Enid temp. -mute.
Fad ""`-:'-':,'Zruilg'Mottelbc:rnrOtYtO'n" IfuthaL7t;r'7. "8 "
<,
3.0
2.5
5
1.0
0.5
1 to 1-1/2
5.0
5
1.0
5.0
4.5
2.5
n.0
4 to, 8
5 0
4.5
MA,ERIALS
TYPES OF JOINTS
HANGETR;AeN3D1:UPPORTS
HORIZONTAL
4.5
2.0
1.5
1.0
1.5
CORRECilON
LTFIft_f
VERTICAL
Ca,
a an cn
e,
Cast-Irc",bless
snieted Cowing
.410 ea.. 15 feet
E act fin:), ot to nu:. e en o feet,
Scbed,,... 4C
Sok•ed Cameo.
4 feet alio,
a. and each icor pso
CPvC
I ,ch and smacer a feet
Lead
Slee,
Mesharpca,
In accordance all, standards acceptable to the authoril,a,ang acradiction
PE,
Or
DESIGN STUDIO
1405 BOYLSTON AVE.
SEATTLE, WA 98122
TEL. 206.322.4323
FAX. 206.322.9177
E-MALINFO@CATCHSTUDIOLOM
VVWVV.CATCHSTUDIO.COM
,PCHITECT:
REGISTERED
ARCHITECT
THAN SUTAN
STATE OF WASHINGTON
PROJECT TITLE:
SUMI
KOREAN
GRILL
17250 Southcenter Pkwy
SUITE #148
Tukwila, WA 98188
SHEET TITLE:
WASTE AND VENT RISER PLAN
R- ilEVVED FOR
MPLU
APPROVED
AN, 21 21126
12--12
City Tukwila
DIVISION
CATCH DESIGN STUDIO
DRAWN: NOS NARIN
CHECKED:
SCALE: AS NOTED
FILE:
tiEcF.men
!TycsFILI:atLA
JAN 08 2020
firOIT CENTER
PEX-r.L-PE
I inch
AV IaS mob,:
PE-ALPE
I Inch
PE,
Base ano eacn floor mete
Pclycrn, era
FosiO, cr. socket butt
Saddle electrofusion: threaded
DATE: 01/02/20
SHEET#
P1
VL9
REMOTE READER FOR WATER METERS
FEATURES:
• Environmentally sealed *Connects to Meter M.I.U. • Large easy to read DISPLAY
• "TAP" switch to get current meter reading *8 digit meter readings • 12 digit meter ID
*Alpha numeric • 5 year limited warranty +Solution for confined space meters
+Convenient cost effective solution to inaccessible meters, i.e., Shopping Malls, etc.
*Distances to 500 feet or more
METER CONNECTIVITY:
• Sensus • Invensys *Neptune • Amco/Kent • Schlumberger • Badger ADE
*Neptune Trident • Badger model 25 Read-O-matic • Any meter with Sensus protocol
Distributor
Kemp -Meek MFG. INC.
101 Park Central
Mineola, TX 75773
903.569.9700
www.kempmeek.com
Trade names acknowledged
11-10
4.6" X 4.3" X 2" thick (11.7cm X 10.9cm X 5.1cm thick)
Kemp -Meek MFG. INC.
101 Park Central
Mineola, TX 75773
903.569.9700
www.kempmeek.com
BUILT IN B
BACKFLOW PREVENTER SERIES
Y WATTS SEE ATTACHED SPECS
POTABLE WATER RISER PLAN
SCALE: 3/8" = 11- 0"
CONNECT TO EXISTING 2"
WATER INCOMING LINE VERIFY
EXACT LOCATION BY
CONTRACTOR
SHUT-OFF VALVE
EXISTING HOT WATER
- - COLD WATER
TOTAL 26 FU (1 1/4")
HOT WATER
TOTAL 23 FU (1 1/4")
LEGEND
VTO
VENT TO OUTSIDE
BURIED PIPE
DFU 1 DRAINAGE FIXTURE UNIT
.:, — SEWER
,
AiLl
FLOOR SINK
/G1J)1
GAS METER
WSFU WATER SUPPLY FIXTURE UNIT
GREASE
WASTE LINE
— - — COLD WATER
t) e
FLOOR DRAIN
GW
GREASE WASTE LINE
(E) EXISTING
FFIN
FUNNEL FLOOR DRAIN
SS
SANITARY SEWER LINE
(N) NEW
— HW — HOT WATER SUPPLY
ZIFC0
FLOOR CLEAN OUT
HW
HOT WATER SUPPLY
Q WATER HAMMER ARRESTER
.
HOT WATER RETURN
RPPA
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
CW
COLD WATER SUPPLY
---- - VENT TO ROOF (VTR)
1
(EXISTING)PORTABLE WATER : HOT WATER
(BASE UPON 2015 UPC)
PIPE F/U F/U
QT. FIXTURE NAME
SIZE EACH TOTAL
2 1/2" ' 2
3/4"
3
HAND SINK
3 MOP SINK
2
1/2" 2
2"
2 1 COMPARTMENT SINK (GRILL PAN)
2 LAVATORY
11
TOTAL OF WATER SUPPLY F/U
(NEW)PORTABLE WATER : HOT WATER
(BASE UPON 2015 UPC)
QT.
PIPE
SIZE
F/U
EACH
F/U
TOTAL
FIXTURE NAME
1
1/2"
2
2
WATER DISPENSER
1
1/2" 2
2
1 COMPARTMENT SINK (MEAT)
1/2" 2
2
1 COMPARTMENT SINK (VEG.)
1
3/4"
4
4
DISH WASHER
1
1/2" 2
2
3 COMPARTMENT SINK
12
TOTAL OF WATER SUPPLY F/U
(EXISTING)PORTABLE WATER : COLD WATER
(BASE UPON 2015 UPC)
QT.
2
PIPE
SIZE
F/U
EACH
F/U
TOTAL
FIXTURE NAME
1/2"
2
4
HAND SINK
1
2
1
2
3/4"
3
3
MOP SINK
_ 2"
1
2
LAVATORY
1/2"
2
2
1 COMPARTMENT SINK (GRILL PAN)
1 2"
2.5
5
W.C.
16
TOTAL OF WATER SUPPLY F/U
1
QT •
(NEW)PORTABLE WATER : COLD WATER
(BASE UPON 2015 UPC)
PIPEtiEcEl
1 SIZE
FE1AUC H
FIUTOTAL
FIXTURE NAME (ATV OF
1
1/2" 2
2
FAUCET
1
1/2" 2
PERLitil
2 ' SODA MACHINE
1
1/2" 2
2 1 COMPARTMENT SINK (MEAT)
1
1/2" , 2
2 1 COMPARTMENT SINK (VEG.)
1
1/2" 2
2 3 COMPARTMENT SINK
10 TOTAL OF WATER SUPP Y
@FAIVEDEI
DESIGN STUDIO
1405 BOYLSTON AVE.
SEATTLE, WA 98122
TEL. 206.322.4323
FAX. 206.322.9177
E-MAIL;INFO@CATCHSTUDIO.COM
WWW.CATCHSTUDIO.COM
ARCHITECT:
6192
REGISTERED
ARCHITECT
THAN SUTAN
STATE OF WASHINGTON
TPROJECT TITLE:
SUMI
KOREAN
GRILL
17250 Southcenter Pkwy
SUITE #148
Tukwila, WA 98188
SHEET TITLE:
POTABLE WATER RISER PLAN
REVISIONS:
CATCH DESIGN STUDIO
DRAWN: NOS NARIN
CHECKED:
SCALE: AS NOTED
REVIEWED FOR I
VIPLIANCE:1
APP 'ED
FILE:
mr;
2020 1'
ENTERDATE: 01/02/20
2020
City of 1 ukwlla
BUILDING DIVISION j
SHEET#
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EXISTING 16,000 GALLON
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(VERIFY-SINV-MEON.-PLANS- -
PRIOR TO ANY CONST.)
r5."011;1)
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NOTE TO KOHL'S:
"YOU WILL BE DEEMED TO HAVE APPROVED THE
81
_
GRAPHIC SCALE
( IN FEET )
1 inch 30 ft.
ENCLOSED PLANS AND SPECIFICATIONS IF NO
WRITTEN OBJECTION THERETO IS MADE WITHIN
TEN (10) DAYS AFTER YOUR RECEIPT OF SAME."
WATER & SANITARY SEWER PLAN - WEST SIDE
Ld
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8/23/06
-
95254.08
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C9 of 12
@I/14[CM
DESIGN STUDIO
1405 BOYLSTON AVE.
SEATTLE, WA 98122
TEL. 206.322.4323
FAX. 206.322.9177
E-MAILINFO@CATCHSTUDIO.COM
WVVW.CATCHSTUDIO.COM
ARCHITECT:
€192
REGISTERED
ARCHITECT
THAN SUTAN
STATE OF WASHINGTON
PROJECT TITLE:
SUMI
KOREAN
GRILL
17250 Southcenter Pkwy
SUITE #148
Tukwila, WA 98188
SHEET TITLE:
SITE PLAN
REVIS ONS:
CATCH DESIGN STUDIO
DRAWN: NOS NARIN
CHECKED:
SCALE: AS
FILE:
JAN 21 202ii
CITY OF TUKWILA
City of Tuk la
JANOSZOZD
PERMIT MrgEt1/02/20
gill- OM
SHEET#
P3