HomeMy WebLinkAboutPermit PG11-031 - SAHAL CAFESAHAL CAFE
13919 TUKWILA
INTERNATIONAL BL
PG1 1 -031
Parcel No.:
Address:
City oilTukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 -431 -2451
Web site: http: / /www.ci.tukwila.wa.us
PLUMBING /GAS PIPING PERMIT
8864000980
13919 TUKWILA INTERNATIONAL BL TUKW
Project Name: SAHAL CAFE
Permit Number:
Issue Date:
Permit Expires On:
PG 11 -031
05/06/2011
11/02/2011
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Email:
VU THINH TIEN +THU THI
5113 S 284TH PL , AUBURN WA 98001
ANDRESSANCHEZ
5601 134 PL SE , EVERETT WA 98208
HUTCHSANCHES @YAHOO. C OM
Contractor:
Name: DISCOUNT WATER HTRS & PLMB INC
Address: 8203 MUKILTEO SPEEDWAY , MUKILTEO WA 98275
Contractor License No: DISCOWH908QP
Phone: 206 - 356 -6510
Phone: 206 - 356 -6510
Expiration Date: 11/16/2012
DESCRIPTION OF WORK:
ADDING ONE GREASE TRAP AND ONE HAND SINK
Value of Plumbing /Gas Piping:
Fees Collected:
Electrical Service Provided by:
$2,600.00
$142.06
SEATTLE CITY LIGHT
Uniform Plumbing Code Edition: 2009
International Fuel Gas Code Edition: 2009
Permit Center Authorized Signature:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
Date: C46/7/
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 t - performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions
on the back of thiperm't.
Signa ure: `� Date: s G
Print Name:
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: UPC -4/10
PG 11 -031
Printed: 05 -06 -2011
PERMIT CONDITIONS
Permit No. PG11 -031
1: ** *PLUMBING AND GAS PIPING * **
•
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila
Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing
inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas
Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: 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.
7: 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.
8: 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.
9: 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.
10: 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.
11: 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.
12: 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.
doc: UPC -4/10
PG 11 -031 Printed: 05 -06 -2011
CITY OF TUKWIldli
Community DevelopmNr Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Plumbing/Gairmit No. 1)6 1 (` Q 3
Project No.
(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
2 (� /� - King Co Assessor's Tax No.:
Site Address: /3J / / 7 �-1 ices%/ 1/ T- 5LvT -
Tenant Name: A 15 �tY! h9e,,
Property Owners Name:
Mailing Address:
Suite Number:
New Tenant:
Floor:
❑ Yes
.. No
City
State
Zip
CONTACT PERSON — Who do we contact when your permit is ready to be issued
Name: (/Ic1VeS vtf' 1° Z Da Telephone: Q(p -3 5-6 - tOSI 2
Mailing Address: $ 7/ /3y pi- ST &m,e ///0 9.8 208
Ada / p,, City State Zip
E -Mail Address: f� da 54 viGIt e z �/14 I-10 , l..(1 Fax Number:
PLUMBING / GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address: 8203 Mum( 1 -o Sp
4Les Z
Contact Person:
way AXo t, I to a/A 9877.5
City e��J State Zip
Day Telephone: 2 oo -35-6 - 6_57-61
E -Mail Address: Fax Number:
Contractor Registration Number: T (SLQ (0/t•/ 90i a P • Expiration Date: /1 /,' /2,/2-
ARCHITECT OF RECORD — All plans must be stamped by Architect of Record
Company Name:
Mailing Address:
city
Day Telephone:
Fax Number:
Contact Person:
E -Mail Address:
State
Zip
ENGINEER OF RECORD — All plans must be stamped by Engineer of Record
Company Name:
Mailing Address:
City
Day Telephone:
Contact Person:
E -Mail Address:
11 •
J. .
I
J r •
H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application doc
Revised: 7 -2010
bh
State
Zip
Fax Number. ,
Page 1 of 2
1
Valuation of Project (contractor's bid pill $ 2 &G •
Scope of Work (please provide detailed information): urA e_ Gr 46 p, ete
aviet Q me, tt_cw . '5 (&I K -
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination .
bath/shower
Bidet
Clothes washer; domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Drinking fountain or
water cooler (per head)
Food -waste grinder,
commercial
Floor Drain
Shower, single head trap
Lavatory
Wash fountain
Receptor, indirect waste
Sinks
1
Urinals
Water Closet
Building sewer and each
trailer park sewer
Rain water system — per
drain (inside building)
Water heater and/or vent
Industrial waste treatment
interceptor, including trap
and vent, except for kitchen
type grease interceptors
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity)
I.
Grease interceptor for
commercial kitchen ( >750
gallon capacity)
4
r
Repair or alteration of
water piping and/or water
treatment equipment
Repair or alteration of
drainage or vent piping
Medical gas piping
system serving 1 -5
inlets /outlets for a
specific gas
Each additional medical
gas inlets /outlets greater
than 5
Backflow protective
device other than
atmospheric -type vacuum
breakers 2 inch (51 mm)
diameter or smaller
Backflow protective device
other than atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1 -5)
Atmospheric -type
vacuum breakers not
included in lawn
sprinkler backflow
protections over 5
Gas piping outlets
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 TH LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING NE : : • AUT
Signature:
Pr'. t Name: A t/ 5 a V`I -i i e =
Mailing Address: 'Z`3 /i/�V �C (! `tey, 1,0 1t
Date: 2/7 //
Day Telephone:
City
State
Zip
I Date Application Accepted:
Date Application Expires: Q. .7 ` ,
Staff Initials: J /,Q
H:1Applications\Forms- Application On Line \2010 Applications17 -2010 - Plumbing -Gas Piping Permit Applicationdoc
Revised: 7.2010
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Page 2 of 2
•
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. tukwi la. wa. us
RECEIPT
Parcel No.: 8864000980 Permit Number: PG11 -031
Address: 13919 TUKWILA INTERNATIONAL BL TUKW Status: PENDING
Suite No: Applied Date: 02/17/2011
Applicant: SAHAL CAFE Issue Date:
Receipt No.: R11 -00305
Initials:
User ID:
WER
1655
Payment Amount: $142.06
Payment Date: 02/17/2011 11:37 AM
Balance: $0.00
Payee: ANDRES SANCHEZ
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Cash
Authorization No.
ACCOUNT ITEM LIST:
Description
142.06
Account Code Current Pmts
PLAN CHECK - NONRES
PLUMBING - NONRES
000.345.830 28.41
000.322.103.00.00 113.65
Total: $142.06
doe: Receipt -06 Printed: 02 -17 -2011
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,%g_ (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
purl —
ail
Pro t:A L.--
Typef Inspection:
TT" ,tit_ P Jm.8 f
Address:
,3111 ;t,�wi IA
Date Called:
Special Instructions:
Date Wanted: '24 r 11 a.m_.
Requester: .
Phone No:
AI 25— C 3( -4b -44
®Approved per applicable codes. D Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
e- z - /,
n
REI P CTION FEE REQUIRED. I rior to next/fnspection, fee must be
pai
6300 Southcenter Blvd., Suite 100. Call
to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
f.611-0 3/
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION p=-
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
Type of Inspection:
-'c "FSi"- 6,61.0('� rtti.!SM4Lt. -I)
Address;—
Date Called:
.6 - 1 f
Special Instructibns:
Date �Waant d: 13— , 'm
Requester:
Phone N�:6 —.356-65/0
'[Approved per applicable codes. ['Corrections required prior to approval.
COMMENTS:
0 ti-4.,‘,„ ,, _ ADDA.,,.."... PRA./4adanzej?
-'c "FSi"- 6,61.0('� rtti.!SM4Lt. -I)
Date:
_
— ►
.6 - 1 f
/r'\ ,
I spect'i
_ _7WMAL71
)0t(1
4
Date:
_
— ►
.6 - 1 f
EIJNSPECTION FEE RE UIRED. Prior next inspection. fee must be
paid at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection.
mn.
' "Tirl,f.“7.7W•reglr;-:
INSPECTION RECORD
Retain a copy with permit
".IIPECTI0N 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
0' -031
Proj t:
Type g Inspectiotn:
P A
i
A ress:
11 11 7727-8
Date Called: (
A
Special Instruct ons:
1 6, i -eA.rE. -Ai' ity6
• 1 1+1-, 5 '‘-----
Date Wanted:
5- r 3 —I(
a.m.
Requester:
ceztfiT
Phone No:
Approved per applicable codes.
8
Corrections required prior to approval. d
COMMENTS:
......... v 1
0 i
. -
A
.s., /-77---- e* -"INF 47----- ogfec if
pr.N
0 xic1/4e,..0 ic A 3J(
_.),/, (_re).e. 193,i r
,itz)Aleki,' 3 ri f.--.)./C57—A- cilsJ
. .
,1■ it--e ,&,s pe (--/ /e,e)
RTr
6-19 ( ' —
/A, is ,-) A 15'1) ct rta &I V /
6 I
nspector,
Date:
r----- 13— 1/
.•
• F 7
REINSPECTION FEE REQUIRED. Prior to next inspection, fee.must be . • ..
1-1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
1
1
%UO3(
4,IMIFAB°
Plumbing and Drainage
Mechanical Section
MI-G
GREASE INTERCEPTOR
Internet address: www.mifab.com
Toll Free: 1- 800 -465 -2736 Canada Toll Free: 1- 800 - 387 -3880
SPECIFICATION: MIFAB• Series MI-G sanitary powder epoxy coated inside and outside fabricated 10 gauge steel
grease interceptor with flow rating of (indicate) and grease holding capacity of (indicate). Unit shall include:
removable baffle assembly and cross bar, deep seal trap covered by lid, securing bolt(s), extemal vented flow control fitting,
internal air relief by pass and steel powder epoxy coated, non skid, rectangular gasketed Iid(s). Interceptor shall be tested and
certified to the P.D.I. standard PDI -G101 and be so marked.
Co
LTI
on
c
0
U
ca
RRECTION
Z
tts•1
t'•:e�t:ii��i`t
+tic: `;;4.�t r'.'a�.,e.•, ,T. ,
Securing bolt(s) (5/8" (16) diameter)
MJ (No -Hub) inlet
E
Removable non skid lid(s) designed tor •, -ro'" pr
in floor or above ground installation
using the same interceptor �e cop
Oversize neoprene gasket
A (1'x 1/2 ") (25x 13)
- Fits. -,:, i• .�,ti .'Oes.....
i ` [:iii tu -LS;k 3 ,
•
ter:£: �. "".RRRRRR _ _. .. ..... .••.:d.
REVIEWED FOR
ODE COMPLIANCE
APPROVED
hint O
Removable
baffle assembly
Removable cross bar to
receive bolt
Sewer gas stopper
City of Tukwila
1/2" (13)1:4 ,�1. N( nnriginw
bottom of ?' It
interceptor from the
wet ground
MJ (No -Hub) outlet
Deep seal trap
Metric equivalents see chart below. (Dimension) Denotes Millimetres
Note: The "C" dimension detailed above is from either the middle of the inlet or the.outlet to the top of
The inlet and outlet dimensions are always the same.
MODELS MI -G -4 TO MI -G -7 ARE TESTED
AND CERTIFIED TO I.A.RM.O. GREASE
TRAP STANDARD PS -13-89
ECE6VED
APR 26 2011
tEhITER
MODELS MI -G-0 TO MI-G -7 ARE TESTED
AND CERTIFIED TO THE PLUMBING AND
DRAINAGE INSTITUTE STANDARD PDI -G101
All PDI interceptors are shipped with an external, vented, flow control fittino.
MODEL
NO.
US
GPM
CAP.
LBS.
A
B
C
D
E
F
NO. OF
LIDS
NO. OF
BOLTS
MI -G -0
4
8
16.75"
(419)
11.25"
(281)
2.5" (63)
8.5" (213)
11" (275)
2"
(50)
1
1
MI -G -1
7
14
17.75"
(444)
13.75"
(344)
3.5" (88)
8.5" (213)
12" (300)
2"
(50)
1
1
MI -G -2
10
20
21.25"
(531)
15.75"
(394)
3.5" (88)
9.5" (238)
13" (325)
2"
(50)
1
1
MI -G -3
15
30
23.75"
(594)
15.75"
(394)
3.5" (88)
11. "5 (288)
15" (375)
2"
(50)
1
1
MI -G-4
20
. 40
23.75"
(594)
15.75"
(394)
3.5" (88)
14" (350)
17.5" (53)
3"
(75) _
1
_
1
MI -G -5
25
50 •
27.75"
(694)
18.75"
(469)
3.5" (88)
14' (350)
17.5" (53)
3'
(75)
1
1
MI -G-6
35
70
31.25"
(781)
23.75"
(594)
5.5 "(138)
16.5" (413)
22" (550)
3"
(75)
2
4
MI -G -7
50
100
31.25"
(781)
23.75"
(594)
5.5" (138)18.5 ". (463)
24" (600)
3"
(75}
.4
Note: Reduce the "A" and "B" dimensions by 1" (25) to determine the actual body length and WIcefilimensions...lba lid
overhangs the body by 1/2° (13) on all four sides.
OPTIONAL VARIATIONS:
O Aluminum Iid(s)
❑ Anode pack •
O Extern on "C" as required
D Dualinlets
O Special size inlet and outlet
O Anchor flange
suffix -AL
suffix -AP
suffix -C •
suffix -DI
specify
suffix -FL
D Anchor flange and membrane cipnap
O Heavy duty reinforced lid(s)
D Sediment bucket
D Stainless steel interceptor
O I.P.S. female threaded inlet and outlet
D Lid(s) to receive tile or terrazzo
Jf16r -'�r?.LM
!Wff1X -H0 .
stAx -SB
suffix -SS
suffix -T
suffix -TL
MIFAB's factory is certified to the ISO 9001 -94 Design and Manufacturing Standard. Design and dimensions are subject to modification.
Paoe 11
5
4,MIPAB'
GREASE INTERCEPTOR
Specification: MIFAB' Series MI-G sanitary powder epoxy coated inside and outside fabricated 10 gauge steel grease
interceptor with flow rating of _ (indicate) and grease holding capacity of (indicate). Unit shall include: removable baffle
assembly and cross bar. deep seal trap covered by lid, sewer gas stopper, securing bott(s), extemal vented flow control lltting, i
internal air relief bypass, feet underneath interceptor to ele`.•ate L ii on the ground, and steel powder epoxy coated, non skid, i
rectangular gasketed lid (s). Interceptor shall be tested and certified to the P.D.I. Standard PDI -G 101 and be so marked.
Function Used in restaurants, kitchens, institutions and other types of food processing areas where tat, oil and grease (FOG)
drainsw3th the wastewater. External flow control fitting must be installed according to manufacturer's instructions to control rate of t
flow into the interceptor and therefore, the operating efficiency. Interceptor may be installed on the ground, semi recessed or flush;
with the floor_ Single bolt lid design permits fast and easy removal of the lid for cleaning and maintenance. Standard powder epoxy
• coated lid arid body ensures maximum protection from contaminants, Sewer gas stopper prevents foul odors from entering the!
kitchen area through the interceptor. 1 /2' feet underneath the interceptor elevate the bottom steel plate from the wet ground.
SECURING BOLT(S) (5/8" (16) DIAMETER)
• R -!
NO HUB (MJ) INLET
REMOVABLE
CROSS BAR TO
RECEIVE BOLT
REMOVABLE NON SKID LID(S) DESIGNED FOR
IN FLOOR OR ABOVE GROUND INSTALLATKIN
A USING THE SAME INTERCEPTOR
REMOVABLE
BAFFLE ASSEMBLY
AIR RELIEF BY -PASS
SEWER GAS STOPPER
DEEP SEAL TRAP
Metric equivalents see chart below. (Dimension) Denotes Millimetres
Note: The 'C" dimension detailed above is from either the middle of the inlet or the outlet to the top the interceptor.
The inlet and outlet dimensions are always the same.
NEOPRENE
GASKET
(1" x 112 ")(25 x 13)
112113) FEET ELEVATE
THE BOTTOM OF THE
INTERCEPTOR FROM
THE WET GROUND
MODELS MI -G-4 -P TO MI -G-7 -FARE
TESTED AND CERTIFIED TO I.A.P.M.O.
GREASE TRAP STANDARD PS -13.89
MODELS MI -G -OLP TO MI -G -7 -P ARE
TESTED AND CERTIFIED TO THE PLUMBING
AND DRAINAGE INSTITUTE STANDARD.PDI -6101
All PDI interceptors are shipped with an external, vented. flow control fitting.
MODEL
N0.
I1S
GPM
MI-G -0
MI -G-1
MI-G-2
MI -G -3
MI-G -4
MI-G -5
CAP.
LBS.
A
8
C
D
E
F
NO. OF
LIDS
NO. OF
BOLTS
SIIIPPING
WEIGHT (Ills.)
WEIGHT WIZEN
FILLED WITH
WATER (IIs)
4 8 16.75' 425 11.25' 286) 25' 63 8.5' 216 11' 279) 2' 51) 1 1 50 87
7 14 17.75' 451 13.75' 349 3.5' 89 8.5' 216 12' 305 2' 51 1 1 60 111
10 20 2125' 540 15.75' 400 3.5' 89 9.5' 241 13' 330 2' 51 1 1 80 162
15 30 23.75" 603 15.75' 400 3.5' 89 11.5' 292 15' 381 2' 51 1 1 95 209
20 40 23.75' 603 15.75' 400 3.5' B9 14' 356 17.5' 444 3' 6 1 1 100 235
14' 56 17.5' 444 3' 76 1 1 125 320
5.5' ( 40 16.5' 4 r 1 4 185 531
_ 5.5' (140, 18.5' 470 24" 610 3' 6 1 4 195 587
Note: Reduce the A and "B" dimensions by V (25) to determine the actual body length and width dimensions. The lid
overhangs the body by 1/2' (13) On all four sides.
OPTIONAL VARIATIONS: SUFFIX
❑ Aluminum lid(s) -AL
❑ Anode pack -AP
D Extension 'C' as required -C
O Dual inlets -DI
D Special size inlet and outlet specify
O Enzyme port -EP
•
SUFFIX SUFFIXI
❑ Anchor flange -FL ❑ Stainless steel interceptor -SS
❑ Anchor flange and membrane ❑ F.I.P. female threaded inlet i
clamp -FLM and outlet -T1
❑ Heavy duty reinforced lid(s) -HD . ❑ Lids) to receive tile or terrazzo -TLI
❑ 11 -20 traffic rated lid -H -20 1
❑ Sediment bucket -SB
Job Name:
Section No: ----
Schedule No:
uwAe mums /he fight to mste changes in material and &sign rithwd lama' rtes are C 9 b> .
Page No:
Contractor
Purchase Order No- _ ------- --------- .__...
USA: 1- 800 - 465 -2736 www.milab.com CAN: 1 -800- 387 -3880
MIFAB`GREASE INTERCEPTOR
INSTALLATION AND MAINTENANCE GUIDE
Installation Diagrams
Figures A2.5.1 through A2.5.5 are included to
illustrate various grease interceptor instal-
lations normally encountered in domestic,
commerdal and institutional systems. These
figures will serve as a guide to practical
application of grease interceptors.
r
Fig. A2.5.1 Interceptor Serving Trapped and Vented
Sink - Flow Control Air Intake Intersects Vent
Flg. A2.52 Interceptor Serving Sink - Flow Control Air
Intake Terminates in a Return Bend Above Flood Level
A. 11,11MCE
ROM comm
Fig. A2.5.3 Interceptor Serving Dishwasher - Flow
Control Air Intake Terminates Above Flood Level
..r "1
MME
I'M,m.AS,EI
1:7:7„..,CC.Mrt I
1
Fig. A25.4 Interceptor Serving Two Individually
Trapped and Vented Sinks - Flow Control Air Intake
Intersects Vent
MULTI -STORY INSTALLATION
Vert SNICK /
sex A51 M 1 t 1 STACK
kr - - - - -• 1 very
I ;tr
Fig. 42.5.5 Interceptor Serving Trapped and Vented
Sinks - Flow Control Air Intakes Intersect Vent
INSTALLATION CONSIDERATIONS
Install interceptor as close as practical to fixture or fixtures being served,
see figures A2.5.1 through A2.5.5. The interceptor may be set on the floor,
partially:recessed in the floor, with top flush with the floor, or fully recessed
below the floor to suit piping and structural conditions.
Anticipate sufficient clearance for removal of interceptor cover for cleaning.
Avoid installation wherein long runs of pipe (exceeding 25 feet (7500)) are
necessary to reach interceptor. This precaution will preclude the possibility
of pipeline becoming clogged with congealed grease that will collect before
reaching the grease interceptor.
Do not install grease interceptor in waste line from garbage grinder.
Garbage grinder waste must by -pass interceptor, for rapid accumulation of
solid matter will greatly reduce grease 'interceptor efficiency preventing
operation in compliance with rated capacity.
FLOW CONTROL
The flow control fitting furnished with PDI certified interceptors must be installed
ahead of interceptor in the waste line beyond the last connection from the fixture
and as close as possible to the underside of lowest fixture. When waste of two or
more sinks or fixtures are combined to be served by one interceptor, a single flow
control fitting should be used. Air intake for flow control may terminate under sink
drain board as high as possible to prevent overflow or terminate in a return bend
at the same height and on outside of building. When fixture is individually trapped
and back - vented, air intake may intersect vent stack. All installation
recommendations subject to approval of code authority.
VENTING
Grease interceptors must have a vented waste, sized in accordance with code
requirements for venting traps to retain water seal and prevent siphoning.
MULTIPLE FIXTURE INSTALLATION
One interceptor to serve multiple fixtures is recommended only where flxtures are
located close together. In such installations, each fixture should be individually
trapped and back - vented.
MAINTENANCE
GENERAL CONSIDERATIONS)
To obtain optimum operating efficiency of a properly sized and installed PDI
certified grease interceptor, a regular schedule of maintenance must be adhered
to. All PDI certified grease interceptors are furnished with manufacturer's
operating and maintenance instructions, which must be followed to insure
efficient satisfactory operation.
CLEANING
All grease interceptors must be cleaned regularly. The fregtiency of grease
removal is dependent upon the capacity of the interceptor and the quantity of
grease in the waste water. Grease removal intervals may therefore vary from once
a week to once in several weeks. When the grease removal interval has been
determined for a specific installation, regular cleaning at that interval is necessary
to maintain the rated efficiency of the interceptor. After the accumulated grease
and waste material has been removed, the interceptor should be thoroughly
checked to make certain that inlet, outlet and air relief ports are clear of
obstructions.
DISPOSITION OF INTERCEPTED MATERIALS
Grease arid other waste matter that has been removed from the interceptor
should not be introduced into any drain, sewer, or natural body of water. This
waste matter should be placed in proper containers for disposal. Where recovery
of grease is desired, it can be handled in a manner suitable to the authorities. •
MIFAB's factory is certified to the ISO 9001 -94 Design and Manufacturing Standard. Design and dimensions are subject to modification.
vi
A
NW ARCHITECTURE
3828 4TH AVE S., STE. 7 SEATTLE, WA 98134
T: (206) 355 -9686 / F: (206) 624 -5604
•
Transmittal
Date: April 25, 2011
To: Mr. Allen Johannessen, City of Tukwila
cc:
From: Young Kim
Project No. /Name: PG11 -031 Saha! Cafe /Barber : 13919 Tukwila Int'I Blvd.
Total # of pages: 1 (including cover)
Subject: Correction Notice #2 dated April 14, `10
Dear Allen,
Could you please refer PA1.1 drawing and below responses per your correction notice of April 14,
'11.
Building Div. Review Memo
1. Plumbing Waste Diagram: Waste Drain elevation and 'P' trap
Response: please refer diagram at PA1.1. The waste drain slope and `P' traps are provided.
2. Sink trap:
Response: the trap for all each sink.
3. VTR (vent through roof):
Response: VTRs are provided. See PA1.1
4. Exist. Clean out:
Response: Yes, the clean outs are provided. See PA 1.1.
5. DWV (Drain Waste Vent):
Response: Yes, the DWVs are provided. See PA 1.1.
Please feel free to ask further if you have more questions. Thank you.
Sincerely,
q Yo
Jg Kim, aia, yknwa @yahoo.com
CORRECTION
LTR# Z
RECEIVED
APR 26 2011
1)Gw-oai
J�'vJ.1 LAQ4 f •
City of Tukwila
April 14, 2011
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
Andres Sanchez
5601 134 P1 SE
Everett, WA 98208
RE: Correction Letter #2
Plumbing /Gas Piping Permit Application Number PG11 -031
Sahal Cafe —13919 Tukwila International BI
Dear Mr. Sanchez,
This letter is to inform you of corrections that must be addressed before your plumbing/gas piping 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 Building Department. The Public Works
Department has no comments at this time.
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
regarding the attached memo.
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 plans, 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, please contact me at (206) 431 -3670.
Sincerely,
Bill Rambo
Permit Technician
encl
File: PGI1 -031
W:\Pennit Center\ Correction Letters\20I I\PGI 1-031 Correction Letter #2.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
1 / 1
• \J
Tukwila Building Division
Allen Johannlessen, Plan Examiner
Building Division Review Memo
Date: April 14, 2011
Project Name: Saha! Cafe - Barber
Permit #: PG11 -031
Plan Review: Allen Johannessen, Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please
address the following comments in an itemized format with revised plans, specifications and /or
other applicable documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same
size). (If applicable) Structural Drawings and structural calculations sheets shall be original
signed wet stamped, not copied.)
1. Plumbing waste diagrams show waste drain going up hill out of the grease interceptor to a
horizontal drain eventually tying into the main vertical drain. Waste water from the hand sink, in
the configuration shown, would hit the "T" from the interceptor drain and water would run back
to the grease interceptor. In addition the hand sink is shown without a "P" trap. Revise the
drawing to clearly show the proper method of draining per 2009 UPC. Clearly show the drain
pipes tying into the main drain at a ' " per foot slope from the grease interceptor and sinks.
2. Show a sink trap provided per code for the hand sink.
3. Specify the vent pipe venting through the roof (VTR).
4. Clarify the "Exist 3" Clean up ". Is that the cleanout and does it vent to the roof?
5. Provide specifications for the DWV plumbing connection fittings in a table keyed to the
specific drain connections including size and types of fittings. (See attached handout for
example details)
Should there be questions concerning the above requirements, contact the Building Division at
206 - 431 -3670. No further comments at this time.
•
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
February 28, 2011
Andres Sanchez
5601 134 P1 SE
Everett, WA 98208
RE: Correction Letter #1
Plumbing /Gas Piping Permit Application Number PG11 -031
Sahal Cafe —13919 Tukwila International Bl
Dear Mr. Sanchez,
This letter is to inform you of corrections that must be addressed before your plumbing/gas piping 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 Building Department. The Public Works
Department has no comments at this time.
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
regarding the attached memo.
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 plans, 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, please contact me at (206) 431 -3670.
Sincerely,
Bill Rambo
Permit Technician
encl
File: PG11 -031
W:\Perrnit Center\Correction Letters \201 I\PGI 1 -031 Correction Letter #1.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
Tukwila Building Division
Allen Johannessen, Plan Examiner
Building Division Review Memo
Date: February 23, 2011
Project Name: Saha1 Cafe
Permit #: PG11 -031
Plan Review: Allen Johannessen, Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and/or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. The plan shows the grease trap down stream of the floor sink. This would indicate the grease trap is
located below the floor. Grease traps are often located above the floor. For clarification provide an
elevation view to indicate how the grease trap shall be installed. Show the drain and vent diagrams
on the elevation.
2. Show how the grease trap shall be vented. Typically, venting of the grease trap shall occur at the
grease trap outlet.
3. Provide the manufacturers specifications and installation specifications for the grease trap.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
PLAN
•
ING SLIP
ACTIVITY NUMBER: PG11 -031 DATE: 04 -26 -11
PROJECT NAME: SAHAL CAFE - BARBER
SITE ADDRESS: 13919 TUKWILA INTERNATIONAL BL
Original Plan Submittal
X Response to Correction Letter # 2
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
I uiTdingDision
Public Works n
Fire Prevention n Planning Division
Structural
Permit Coordinator
n
1
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
‘t
Incomplete
DUE DATE: 04 -28 -1 1
Not Applicable n
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route KT Structural Review Required No further Review Required
REVIEWER'S INITIALS: DATE:
n
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS: DATE:
DUE DATE: 05-26-11
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
OP T •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG11 -031 DATE: 03 -17 -11
PROJECT NAME: SAHAL CAFE - BARBER
SITE ADDRESS: 13919 TUKWILA INTERNATIONAL BL
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1
Revision # After Permit Issued
DEPARTMEN S:
gdingivlsion
Public Works ❑
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
1g,
Incomplete
DUE DATE: 03 -22 -11
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUTING:
Please Route 171 Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 04 -19 -11
Approved n Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: LIA
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG11 -031 DATE: 02 -17 -11
PROJECT NAME: SAHAL CAFE
SITE ADDRESS: 13919 TUKWILA INTERNATIONAL BL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS: 4444,44 2.23.11
Building Ivision
b ,v /,,9-.
Public Works
Fire Prevention
Structural
❑
Planning Division
n
❑ Permit Coordinator OR
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
[)n
Incomplete
DUE DATE: 02 -22 -11
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required n No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 03-22-11
Approved ❑ Approved with Conditions Not Approved (attach comments) vr
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: -'1-15—k
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1/14
Documents/routing slip.doc
2 -28-02
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
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: A-pr.2J , Z° I
Plan Check/Permit Number:
P(ol� -D31
❑ 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: � a h I c e,.f e. / R cAr-lo r
Project Address: I q ..t),/ I I & (nk • i t I-4 0
Contact Person: 'frnu1 N6 I X1/( Phone Number: 20 G -3 5 S-6162 6
Summary of Revision: p ILA I .\ ---W\ G I2�P -S 1 112-Ap
He" 1
V t- If- C. ■I ANT" t}i l2-ou H Yz.ad j- )
DlJV C Di2Asikl ';J 1T)
rrt�s4. • Z RJ
CITY OF tuk..Vii:LA
APR 2s2011
a�rrr CBI 1ER
Sheet Number(s): k 1 .
"Cloud" or highlight all areas of revision including date o
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 1 ^
H:\Applications\Fom, - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc
Created: 8 -13 -2004
Revised: 7 -2010
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
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: 3 1 7 I I
❑ Response to Incomplete Letter #
`G] Response to Correction Letter # /
❑ Revision # after Permit is Issued
Plan Check/Permit Number:
Revision requested by a City Building Inspector or Plans Examiner
Project Name:
Project Address: 139/q Tu icW i
Contact Person: AL,,00 - �J.-�
Summary of Revi ion:
roV t(
Pivct
Phone Number: 26(j` 3S-6 6576
I8e, I IA k p- c r 5 r ti kv►.,5
RECEIVED
env OFTUKWIL11
MAR 17. 20 t
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including of re i on
C
Received at the City of Tukwila Permit Center by:
ra- Entered in Permits Plus on
1i:3ApphcationsWorms- Applications (hi Line&2010 Applications \7 -2010 - Revision Submittal.doc
Created: 8 -13 -2004
Revised: 7 -2010
Contractors or Tradespeople Pri ter Friendly Page
•
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent Company
DISCOUNT WATER HTRS & PLMB INC
2063566510
8203 Mukilteo Speedway
Mukilteo
WA
98275
Snohomish
Corporation
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Specialty 1
Specialty 2
602921685
Active
DISCOWH908QP
Construction Contractor
11/16/2010
11/16/2012
Plumbing
Unused
ated Licenses
License
Name
Type
Specialty 1
Specialty
2
Effective
Date
Expiration
Date
Status
DISCOPT988JN
DISCOUNT
PLUMBING &
TILE
Construction
Contractor
Ceramic /Plastic /Metal
Tile
Plumbing
4/15/2002
4/15/2004
Archived
DISCOWH911KG
DISCOUNT
WATER HTRS
& PLMB INC
Construction
Contractor
General
Unused
5/7/2009
5/7/2011
Re-
Licensed
Business Owner Information
Name
Role
Effective Date
Expiration Date
SANCHEZ - BARRIENTOS, ANDRES
Agent
11/16/2010
Amount
SANCHEZ - BARRIENTOS, ANDRES
President
11/16/2010
C11517960
HUTCHISON, JENNIFER MARIE
Vice President
11 /16/2010
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
1
American Contractors
Indem CO
100145834
11/16/2010
Until Cancelled
$6,000.00
11/16/2010
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
1
CBIC
C11517960
11/16/2010
11/16/2011
$1,000,000.00
11/16/2010
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx
05/06/2011