HomeMy WebLinkAboutPermit PG14-0040 - ARASHI RAMEN - PLUMBING, GAS PIPING AND GREASE INTERCEPTORARASHI RAMEN
17045 SOTJTHCENTER PY
PG1 4-0040
Parcel No:
Address:
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.TukwilaWA.gov
PLUMBING/GAS PIPING PERMIT
2623049070 Permit Number: PG14-0040
17045 SOUTHCENTER PKWY Issue Date: 4/3/2014
Permit Expires On: 9/30/2014
Project Name: ARASHI RAMEN
Owner:
Name:
Address:
Contact Person:
Name:
KTM GROUP LLC
223 TAYLOR AVE N #110 C/O METRO
PROPERTY SVCS, SEATTLE, WA, 98115
FRANK LEUNG
Address: 17605 114 PL SE , RENTON, WA,
98055
Contractor:
Name: SKYWAY PLUMBING INC
Address: 2811 MILL AVE S , RENTON, WA,
98055
License No:
Lender:
Name:
Address:
SKYWAP1910MP
,,,
Phone: (425) 633-5541
Phone: (206) 788-7955
Expiration Date: 7/17/2015
DESCRIPTION OF WORK:
PLUMBING AND GAS PIPING FOR NEW RESTAURANT INCLUDING INSTALLATION OF A GREASE INTERCEPTOR.
Valuation of Work: $7,500.00
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Fees Collected: $555.51
Current Codes adopted by the City of Tukwila:
Internations Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
Permit Center Authorized Signature:
2012
2012
2012
2012
International Fuel Gas Code:
WA Cities Electrical Code:
WA State Energy Code:
2012
2012
2012
Date: - l— vH
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 constructor the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature: ' Date:
Print Name: �r{a i- Y
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: Grease interceptor shall be installed per manufacturer's specifications.
Every three month the restaurant owner shall completely pump out the interceptor. Businesses that
generate small amount of grease may, with the Public Works Director's approval, pump the interceptor
on a 6-month schedule.
At any time, the City may inspect the interceptor and require service that is more frequent.
2: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
3: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
4: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
5: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
6: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
7: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving
notification that the work is ready for inspection.
8: 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.
9: 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 guage.
10: 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.
11: 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.
12: 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.
13: 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.
14: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this
permit.
15: 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
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
9001 UNDERGROUND
CITY OF TUKW .
Community Developme..i Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
PlumbingIGax ermit No. K/[14 00(4°
Project No.
Date Application Accepted:
Date Application Expires:
(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:
Tenant Name:
King Co Assessor's Tax No.:
70 0 5 S -r146-tec p°v'k„Joi
2(e29-3v4101'01
Floor:
- V
aNew Tenant: [ Yes ❑.. No
PROPERTY OWNER
Name:
r'j i j.�t L
/44
�JL9 k 1
Lc/l C.,
Address:
City:
State:
Zip:
CONTACT PERSON — person receiving all project
communication
Name: 1 Y IL Lei/.!/l-a
I
Address:
City:
State: Zip:
Phone:
i Fax:
J-L— 33—'r4r1
Email:
wk.ird lYesj91'd
I1414
7
PLUMBING CONTRACTOR INFORMATION
Company Name: kyvt)0 pC
,N bill e r.
Address:
;go /i1LL 414% 5
City: P_ _ _ L State:
�4 Zip: Igo Sr
Phone: 7_1v —3 --7 et
• 4 Contr Reg No.:
Date: 7(1 7/2,1
Tukwila Business License No.:
+
Valuation of Project (contractor's bid price): $ 7/57, `' D
11�15fa(( �,{Pv✓ vv (i,.J�'fec ow
ot:fe41
Scope of Work (please provide detailed information):
Suite Number:
Building Use (per Int'1 Building Code):
Occupancy (per Int'1 Building Code):
Utility Purveyor: Water:
Sewer:
lc
$
H:Wpplications\rorms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
bh
Page 1 of 2
Indicate type of plumbing fixtures and) is piping outlets being installed and the quan elow:
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)
t
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
Z
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
3
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 AUTHORIZED AGENT:
Signature:
Print Name:
Mailing Address:
/r/Psi
3 ( (14
Day Telephone: G — 7gQ — 7g
City State Zip
't
ate:
H:\Applications\Forms-Applications 0n Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
bh
D
Page 2 of 2
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
I ACCOUNT I QUANTITY I
PAID
$377.50
PG14-0040 Address: 17045 SOUTHCENTER PKWY Apn: 2623049070
$377.50
PLUMBING
$377.50
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
$32.50
PERMIT FEE
R000.322.100.00.00
$331.00
WATER HEATER FIXTURE FEE
TOTAL FEES PAID BY RECEIPT: R1696
R000.322.103.00.00
$14.00
$377.50
Date Paid: Thursday, April 03, 2014
Paid By: BING DENG
Pay Method: CREDIT CARD 00123B
Printed: Thursday, April 03, 2014 2:03 PM 1 of 1
SYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
ACCOUNT I QUANTITY I
PAID
> $178.01
PG14-0040 Address: 17005 SOUTHCENTER PKWY Apn: 2623049070
$178.01
GAS
$65.00
PERMIT FEE
R000.322.100.00.00
$65.00
PLUMBING
$90.88
PLAN CHECK FEE
R000.322.103.00.00
$90.88
TECHNOLOGY FEE
$22.13
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R1494
R000.322.900.04.00
$22.13
$178.01
Date Paid: Monday, March 17, 2014
Paid By: BING D DENG
Pay Method: CREDIT CARD 05235B
Printed: Monday, March 17, 2014 12:55 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:,
TYpe•of Inspection:
Address:
Date Called:
Special Instructions:
Date Wanted: 0 !`a
Requester:
Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
v paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit i',--1/1F (/d
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project: % 14401.44,7
Atil C
Type of Inspection:
,/i4l-i
,4.1_
.." „.., ..?"..- ,..Pe
Address:
1 70yc- S( Auf",ft
.
Date Called:
Special Instructions: /
Date W nted:
a.m
Requester:
Phone No:
❑ Approved per applicable codes. INCorrections required prior to approval.
COMMENTS:
./'1 j
A
Inspector:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
<11
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project)Q n .
Type ofInspection:
1 K1 iA (- --
Addrteesss:
I-70L1 35a awry
Date Called:
Plit".ta - i-A S
Special Instructions:
Date Wanted:
a.m.
itequesttr:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
(1) 6--r1s sh, it. a` i-..,A ,KS c.) Ci
t\.. 1.-Ie
LL Al !A /c am ,1 1F A s ✓ao-
.,.
i 1\is h c as u-.+./i J- s) ri
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Insp ctor:
I
TA
REINSPECTION FEE RE UIRED. P for to next inspection, fee must be
pv,d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Date:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project: ; - /
/t' { Si",c t
'.
/
.;'Ai
Type.of Inspection:
i.-2) )C-i j
.j _.
Address:
r .;. /
j
1;,..
Date Called:
Special Instructions:
'
Date Wanted:
0
i
a.m.
_.
Requester:
Phone No:
DApproved per applicable codes. El Corrections required prior to approval.
COMMENTS:
Inspector:
Date: /
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PG-o 40
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431-2451
(206) 431-3670
Project:
ARA t\hEAA r kA/
Ty of Inspection:
rocs6 it _TA/ VIJ
,
Address:
1 9 615 56. jAfk...JAV
Date Called: .
Special Instructions:
Date Wanted:
-��
air .
p.m.
Requester:— hI�
Phone No:
' 25 — ("33 — 55-1(
Approved per applicable codes.
Corrections required prior to approval
COMMENTS:
lA-
a K "PrA-`‘ ` 1 j_ ire .—( ` .i `e ` C-r; ti
AC. 'c S 7 U I P. _ . + r +Jfa-oari-
-)( Uu - .r w -er L,jOf-Kt nrasvre
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C/tpL Pit e ,f '._ JI../ p p o/'_
�'�---�
Inspector:
Date`f
(c-
g
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
96(4,0 C
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
INSPECTION RECORD
Retain a copy with permit
Pro`j�ect:
Type of Inspection:
(
Address:
% cO 4 S e PivirwAv
Date Called:
Special Instructions:
Date Wanted:
a.m.
iRequester:
l
Phon No: /
-5 Ss -
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
((1' �5t e ,A e
P A J
Inspector:
r
Date
REINSPECTION FEE/ EQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon.
FILE COPY
Calculations of the fixtures for grease interceptor
Determine the flow rate (GPM) of the sink:
1. bowl size L" X W' X D" = cubic Inches
2. Convert the capacity from total cubic inches to gallons per minute (GPM) total cubic
inches / 231 = GPM
3. Adjust for displacement (displacement takes into consideration the actual useable
capacity of the sink) (GPM) X 0.75 = GPM
• 3 Compartment Sink, (16" x 20" x 12") X 3 = 11520 cubic inches
11520 cubic inches / 231 = 49.87 GPM
49.87 GPM X 0.75 = 37.40 GPM
• Prep Sink, (10" X 14" X 10") = 1400 cubic inches
1400 cubic inches / 231 =6.06 GPM
6.06 GPM X 0.75 = 4.54 GPM
• Mop Sink, (20" X 16" X 6") = 640 cubic inches
640 cubic inches / 231 = 2.77 GPM
2.77 GPM X 0.75 = 2.07 GPM
Total Sink GPM = 44.01 GPM
Base on 2 minute drain period actual drainage load = 24.091 gallons/minutes (GPM)
For floor drains take the volume of water produced by the number of hose bibs 1.5-2.0
GPM per 3/4" faucet.
2 Floor Drain each floor drain of 2 GPM per drain = 11.267 GPM
Dish washer n c rtec. d ;o -fey ? ufo C-��.zudziL /oterce plvy
Packs Per Hr 40GPM
Gallon per Rack 1.09GPM
Total Gallon Per Hr 43.6
Convert to GPM X Separation Factor (10Min) = 7.267GPM
TOTAL ACTUAL DRAINAGE LOAD = 42.625 GPM
GREASE INTERCEPTOR CAPACITY REQUIRED 50 GPM
CORRECTION
LTR#
�G w- OOLto
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 262014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAR 2.1 2014
PERMIT CENTER
RECEIVED
SPECIFICATIONS
1. 4" inlet/outlets Sch. 40. Plain End (No -Hub)
2. Max flow rate: 50 GPM
3. Liquid capacity: 52 Gallons
4. Max grease capacity: 249 lbs. (35 Gallons)
5. Max solids/sediment capacity: 12.5 Gallons
6. Unit weight w/std. covers: 92 lbs.
7. 2,000 Ib. load rated, bolted, gas/water tight
composite cover.
8. Maximum operating temperature 190°F continuous.
9. Seamless molded polyethylene tank.
NOTES
1. Listed by IAPMO to ASME grease interceptor
standard #A112.14.3 and CSA B481.1.
2. Factory installed Built-in flow control.
3. For gravity drainage applications only.
Do not use for pressure applications.
4. Seamless high density polyethylene tank.
5. Unit supplied with built-in adapter for up to 3-1/2" of
adjustability. Additional riser(s) available for deeper
burial depth.
6. Cover placement allows full access to tank
for proper maintenance.
7. Vent not required unless per local code.
8. Engineered inlet and outlet diffusers are removable to
inspect/clean piping.
9. For on -the -floor or buried applications.
10. Integral air relief / Anti -siphon.
11. Three outlet options for easy rough in. Unit shipped with
outlet diffuser in outlet "B".
DIFFUSION FLOW TECHNOLOGY
I he inlet diffuser splits incoming effluent into two paths
that utilize the entire liquid volume of the tank for efficient
grease separation. The calibrated openings greatly reduce
effluent turbulence. The effluent enters the main chamber
without disturbing the existing grease or sediment layers.
The integral air relief/anti-siphon in the top of the outlet diffuser
allows pressure stabilization within the unit during operation.
The bottom of the outlet diffuser allows only effluent which is free of
grease to exit the tank. It can easily be attached to any
of the three outlets provided to ease jobsite piping layouts.
28"
FICY
of inlet
and outlet-
1
10-1/2"
28-1 /2"
ENGINEER SPECIFICATION GUIDE
Schier Great Basin'"" grease interceptor model # GB-50 shall 18"
be lifetime guaranteed and made in USA of seamless, rotationally -
molded High Density Polyethylene. Interceptor shall be furnished Ai'
above or below grade installation. Interceptor shall be certified
to ASME A112.14.3 (type C) and CSA B481.1, with field adjustable
riser system, built-in flow control, built-in test caps and three outlet
options. Interceptor flow rate shall be 50 GPM. Interceptor grease
capacity shall be 249 lbs. Cover shall provide water/gas-tight seal
and have minimum 2,000 lbs load capacity.
OPTIONS:
• Highway rated cover: 16,000 Ib. capacity.
• Teleglide field adjustable risers for extending covers to grade
• Male pipe thread connections
• 3" Plain end pipe or male pipe thread connections
• High water anchor kit
• Clamping collar kit
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SCHIER PRODUCTS. ANY
REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SCHIER PRODUCTS IS
PROHIBITED.
REVIEW FO
CODE CQM LIAN
APPRO ED
MAR 2 6 2014
Outlet "A"
,(Optional)
Outlet "C"
(Optional)
TOP VIEW
City of Tukwila
BUILDING DIVISION
50--PART NUMBER: 4025-001-XX
0
0 24-1/2"
Engineered inlet and
outlet diffuser
(see description)
SECTION "A -A"
II:
Outlet "B"
(Standard)
Adjustable
adapter
MAR.18.2014
TUKWILH
IC WORKS
A PC4
Iflil_
RECEIVED 1 1 1
CITY OF TUKWILA
MAR 1 7 2014
Tie -down point
for anchor kit
PERMIT CENTER ISOMETRIC VIEW
15-3/4"
Invert
28"
F#4 DO'4o
DESCRIPTION:
50 GPM POLYETHYLENE GREASE INTERCEPTOR
DWG BY: N.EBERT
DATE:11 /25/2013
REV: 2
ECO: 1035
OUTLET END VIEW
SPECIFICATION SHEET
Schier Products
9500 Woodend Road
Edwardsville, KS 66111
Tel: 800-827-7119
Fax: 800-827-9664
www.schierproducts.com
Made in the U.S.A
SCHIER
PRODUCTS
Pioneering Drain Line Purity
itgt
FILE COPY
GREAT BASINTM Pfl*D UCT SELECTIO
How does a smaller interceptor 7
outperform a larger interceptor
Flow pattern. Gravity grease interceptors are assumed to work according to Stokes Law4
when sized for a minimum of 30 minutes retention time. However, WERF's 2008 report'
concluded that retention time alone was insufficient to assure proper separation. The report
also identified uncontrolled inlet velocity and turbulence as the primary cause of short
circuiting, leading to bypass in traditional gravity designs.
REVIEWED FO
CODE COMPLIANC
APPROVED
MAR 26 2014
City of Tukwila
BUILDING DIVISION
13
Velocity
short circuiting flow pattern of gravity
interceptor (based on WERF's 2008 report')
CORRECTION
LTR# 1 RECEIVED
CITY OF TUKWILA
MAR 2 1 2014
"PG ILI-- o
O .i ■ 0 PERMIT CENTER
�
USA: 1-800-827-7119 1 international: 1-913-951-3300 I www.schierproducts.com I Catalog 2014
5"
typical
7"
typical
50% FOG CAPACITY
CORE SAMPLE COMPARISON
Model GB-250 1,000 Gallon GGI
18.8"
actual
12 8"
actual
1
grease
water
solids
Gravity Interceptor
750 gallons
638 lbs. grease
Great BasinTM GB-75
--
IA gallons
61 lbs. grease
Gravity interceptors are considered full when 25% of their
wet volume consists of FOG, solids or both. A typical core
sample from a gravity interceptor will show less FOG than
solids because of periodic short circuiting'.
A core sample of a Great BasinTM hydromechanical
interceptor has a deeper FOG layer than a gravity
interceptor because the design is more efficient and does
not suffer from short circuiting.
It is common for a Great Basin' interceptor to have a
combined FOG / solids layer well over 50% of its wet volume
while still maintaining greater than 90% efficiency (see
Summary of Great Basin' Performance table on page 16).
Gravity Interceptor
1,000 gallons
850 lbs. grease
reat;Basin— GB-250
�76 gallons
1)76 IIbts grease
NOTE: the above graphics depict the certified capacities of select Great Basin" models vs. typical gravity interceptors, and should not be used for sizing cross
reference. See pages 17-18 for sizing recommendations. Grease capacities for gravity units shown above based o 5% 'ule with 50/50 FOG to solids"ratio.
USA: 1-800-827-7119 I international: 1-913-951-3300 I www.schierproducts.com I Made in the USA
14
ONS
No changes s afl belmade 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.
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
Orgectrical
❑ Plumbing
❑ Gas Piping
Ciiy of Tukwila
! ; t..'%f , DIVISION
3" To point of
LEGEND
VTR= Vent through roof
WC= Toilet or Water Closet
HS= Hand Sink
FD= Floor Drain
FS= Floor Sink
PS= Prep Sink
3CS= 3 Compartment Sink
POC= Point of Connection
CO= Clean Out
nnection
(PQC)
egoolow
VTR --„
f
Grease lnt rce tor ;..,..
FD
►►
2
t
et
/%
CO
brit' Y, Pipe- pe- 5e i "-t o 6vess&c I r'l Clwte Y 1+ o tr 'fit v► A a 1494 ►1
ra�vi P2p...
2:
HS ..
CO
FS
Drat h
FILE COPY
Permit No.Yefild,,,M2110
Plan review approval is subjedle an t and omissions.
f : 76r nze
±rcc ..ai on of any adopted , : orordinance. Recent
ni approved Field t + f • admowtedged
BY
pe1K 2414 (z ° /
COHS
HS
RECEIVp
MAR 18 2014
TUKVvaL -
PUBLIC WORKS
RECEIVED
CITY OF TUKWILA
MAR 1 7 2014
City OfItiktida
BUILDING DIVISION
FITTING / PARTS SCHEDULE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 2 6 2014
City of Tukwila
BUILDING DIVISION
ten
IS
ERMIT CENTER
LEGEND
PD= Pot drop system
CT= Clean Table
WC= Toilet or Water Closet
HS= Hand Sink
FD= Floor Drain
FS= Floor Sink
PS= Prep Sink
3CS= 3 Compartment Sink
POC= Point of Connection
CO= Clean Out
HW= HOT WATER
CW= COLD WATER
3/4"
1/2"
1/2
WC
HS
3CS
HS
MS
3/4"
3�4
`F.•h`1 "VIP
3"®
PLUMBING PLAN VIEW
SCALE: NOT TO SCALE
HS
1/2
WC
3/4°
CT
PS
DW
2
PD
HS
HS
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 2 6 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
OF TUKWILA
MAR 1 7 2014
PERMIT CENTER
LEGEND
VTR= Vent through roof
WC= Toilet or Water Closet
HS= Hand Sink
FD= Floor Drain
FS= Floor Sink
PS= Prep Sink
3CS= 3 Compartment Sink
POC= Point of Connection
CO= Clean Out
HS MS
FD
3' TO POC
HS
WC
HS
WC
CO
o
1=`1
Omni
JFD
HS
co
FS
HS
3CS PS FS
PLUMBING PLAN VIEW
SCALE: NOT TO SCALE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 2 6 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAR 1 7 2014
PERMIT CENTER
LEGEND
PD=
CT=
WC=
HS=
FD=
FS=
PS=
3CS=
POC=
CO=
Pot drop system
Clean Table
Toilet or Water Closet
Hand Sink
Floor Drain
Floor Sink
Prep Sink
3 Compartment Sink
Point of Connection
Clean Out
Service /-(ete r
A/ey0 Gas I PtL
HW= HOT WATER
CW=
COLD WATER
f rr
112
c s CtulPrr-l�AJT Li S T
57ock Po7 4.24-N A3 GfRNr-/2 knek mn ke ) /f' vo o e7r-t
IS 2_ 7,S KAJ
7aeyer te9meriatit R441e) /g000 Bra /3s, KA)
1-La T 6712IPOLE C Amet ea.2 Pale) 6oi o00 ,g7 ( //?s1 ki)
C l Glydt di;-)64L o00 R /4
e wester Heofev C�7� 75 7c, /00 R7
3/4"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 3 2014
City of Tukwila
BUILDING DIVISION
1/2"
HS
3CS
1 /2"
HS
/2"
MS
3/4"
cx,
WC
HS
1/2
•,
WC
3/4"
PS
CT
DW
A
—/2
HS
3/4'
3/4"
HS
3/4
3/4
34„ 3/4i (3/
PLUMBING PLAN VIEW
ICJA:VIT VINO
SCALE: NOT TO SCALE
3
`To7h-L R7 ( 79 , /o o �Tr4
4„
CORRECTION
LTR#
RECEIVED
CITY OF TUKWILA
MAR 2 8 2014
PERMIT CENTER
6' %row Serrviee /Icier e act � Z i/t'cb r
70�� Gras �� - �' Py
.I^�r✓rce l�'te�,cv �n .e�11y»e°1,t
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR n 3 2014
City of Tukwila
BUILDING DIVISION
F.
3/gi
HP
/4 4
D
s/y send;mac lx%TEie
FR = Trye r-
FCT GiXIPPLE
P = Po? Pt4TE
Trcwl Sewie,— f etor-
l -,,2„ BIAeL /rcvr
RECEIVED
CITY OF TUKWILA
MAR 2.8 2014
PERMIT CENTER
City of Tukwila
Department of Community Development
March 28, 2014
FRANK LEUNG
17605 114 PL SE
RENTON, WA 98055
RE: Correction Letter #2
PLUMBING/GAS PIPING Permit Application Number PG14-0040
ARASHI RAMEN - 17005 SOUTHCENTER PY
Dear FRANK LEUNG,
Jim Haggerton, 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:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• The scope of work states that gas piping is part of this submittal. Gas piping plans were not included in the
submitted plan set. Please provide gas piping plans.
Please address the attached comments 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.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. PG14-0040
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Department of Community Development
March 20, 2014
FRANK LEUNG
17605 114 PL SE
RENTON, WA 98055
RE: Correction Letter # 1
PLUMBING/GAS PIPING Permit Application Number PG14-0040
ARASHI RAMEN - 17005 SOUTHCENTER PY
Dear FRANK LEUNG,
Jim Haggerton, 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:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (BUILDING REVIEW NOTES)
1. Provide calculations of the fixtures to show this grease interceptor is sized for the fixtures served. Include
manufacturers sizing table.
Please address the attached comments 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.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. PG14-0040
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG14-0040
PROJECT NAME: ARASHI RAMEN
SITE ADDRESS: 17045 SOUTHCENTER PKWY
DATE: 03/28/14
Original Plan Submittal
X Response to Correction Letter # 2
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
ANIJC t6'0111Lt
Building Division 1111
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator a
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 04/01/14
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
DUE DATE: 04/29/14
Approved with Conditions JAI
Denied
(ie. Zoning Issues)
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG14-0040
DATE: 03/21/14
PROJECT NAME: ARASHI RAMEN
SITE ADDRESS: 17045 SOUTHCENTER PKWY
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
A Cant
Building Division
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator II
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 03/25/14
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
DUE DATE: 04/22/14
Approved with Conditions 0
Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only 2_ �U p
CORRECTION LETTER MAILED: �7 1 9
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG14-0040
PROJECT NAME: ARASHI RAMEN
DATE: 03/17/2014
SITE ADDRESS: 1745 SOUTHCENTER PY
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
VrZ
uilding Division
419-121c Works
Fire Prevention
Structural
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 03/18/14
Structural Review Required
DATE:
n
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
n
(corrections entered in Reviews)
DUE DATE: 04/15/14
Approved with Conditions n
Denied
(ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 3?"0"1
Departments issued corrections: Bldg
Fire ❑ Ping ❑ 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: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: l2 ( /2-o ) C}.. Plan Check/Permit Number: .4247 /If - pD 0
❑ Response to Incomplete Letter #
• Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: AK 5 H J , A /'1 E/r\i/
Project Address: /7O P S 5 /t ✓ Py
Contact Person: rre K tau
Summary of Revision: .,c v-� .�
Prevh_ e4� f('c. %-1l rvvt L 7%X (Cio �vlp3a/ ; <Yeza�.
5 S:7,eat' 'l Gt2 Xv-fa, K./ 5 e /Feet _
(14t Sh€.e 70 atirlzil /&jp.o ,'- 7✓.v .l w,//
nI/,_ -time 1,,T S.ev✓i.
Phone Number: 2,5"- 3 3 -
MAR 21 2OV
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of rev,
Received at the City of Tukwila Permit Center by:
Entered in TRAKiT on
C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.ci.tukwila.wa.us
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: / Zf/ 2fl/% Plan ChecldPermit Number: PG 14-0040
❑ Response to Incomplete Letter #
• Response to Correction Letter # 2
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Arashi Ramen
Project Address: 17045 Southcenter Pkwy
Contact Person: -FYq, yt l ltiv`4
Summary of Revision:
Phone Number: tf'25"-- 3 CS'-4-/
RECEIVED
CITYOFTu,(wILA
MA 28 2014
Sheet Number(s): PERMIT CENTER
"Cloud" or highlight all areas of revision including date of revisio
Received at the City of Tukwila Permit Center by:
1— Entered in TRAKiT on
\applications\forms-applications on line\revision submittal
Created: 8-13-2004
Revised:
SKYWAY PLUMBING INC
Page 1 of 2
0 Washington State Department of
Labor & Industries
SKYWAY PLUMBING INC
Owner or tradesperson
DENG, ZHEN SEN
Principals
DENG, ZHEN SEN
Doing business as
SKYWAY PLUMBING INC
WA UBI No.
602 938 272
PO BOX 4154
RENTON, WA98057
206-788-7955
KING County
Business type
Corporation
Governing persons
ZHEN DENG
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
PLUMBING
License no.
SKYWAPI910MP
Effective — expiration
07/17/2009 — 07/17/2015
Bond
Platte River Ins Co
Bond account no.
41232311
Active.
Meets current requirements.
$6,000.00
Received by L&I Effective date
07/07/2011 07/14/2011
Insurance
Contractors Bonding & Insuranc $1,000,000.00
Policy no.
C11 SI3498
Received by L&I Effective date
06/03/2013 07/14/2012
Expiration date
07/14/2014
Savings
No savings accounts during the previous 6 year period.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602938272&LIC=SKYWAPI910MP&SAW= 04/03/2014