HomeMy WebLinkAboutPermit PG08-163 - WESTFIELD SOUTHCENTER MALL - TUTTI FRUTTI FROZEN YOGURTTUTTI FRUTTI FROZEN
YOGURT
2800 SOUTHCENTE
PGO8-163
MALL
Parcel No.: 6364200010
Address:
Suite No:
Cit3411bf 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
PLUMBING /GAS PIPING PERMIT
2800 SOUTHCENTER MALL TUKW
Permit Number:
Issue Date:
Permit Expires On:
PG08 -163
07/21/2008
01/17/2009
Tenant:
Name:
Address:
Owner:
Name:
Address:
TUTTI FRUTTI FROZEN YOGURT
2800 SOUTHCENTER MALL, K0305 , TUKW LA WA
WESTFIELD PROPERTY TAX DEPT
PO BOX 130940 , CARLSBAD CA
Contact Person:
Name: MARCIA PEDDICORD
Address: 633 SOUTHCENTER MALL, TRAILER 3 , TUKWILA WA
Contractor:
Name: DENNIS THE PLUMBER
Address: 107 EAST 3RD , CLE ELUM WA
Contractor License No: DENNIP*965DJ
Phone:
Phone: 818 402 -8923
Phone: 253 862 -1241
Expiration Date: 03/14/2010
DESCRIPTION OF WORK:
TENANT IMPROVEMENT FOR NEW KIOSK INCLUDING INSTALLATION OF AN INSIDE GREASE
TRAP /INTERCEPTOR.
Value of Plumbing /Gas Piping:
Fees Collected:
$3,000.00
$211.00
Plumbing
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
Urinals
Water Closet
Uniform Plumbing Code Edition: 2006
International Fuel Gas Code Edition: 2006
FIXTURE TYPE AND QUANTITY
Plumbing (cont.)
0 Building sewer and each trailer park sewer 0
0 Rain water system - per dram (inside bldg) 0
0 Water heater and/or vent 1
0 Industrial waste treatment interceptor, including
0 its trap and vent, except for kitchen type
0 grease interceptors 0
0 Repair or alteration of water piping and/or water
1 treatment equipment 0
0 Repair or alteration of drainage or vent piping 0
0 Medical gas piping system serving (1 -5)
0 inlets /outlets for a specific gas 1
1 Medical gas piping (6 +) inlets /outlets 1
3 Gas Piping
0 Gas piping outlets (0 -5) 0
0 Gas piping outlets (6 +) 0
* *continued on next page **
doc: UPC -10/06
PG08 -163 Printed: 07 -21 -2008
City ofTukwila
•
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
Permit Number: PG08 -163
Issue Date: 07/21/2008
Permit Expires On: 01/17/2009
Permit Center Authorized Signature: /!
I hereby certify that I have read and �xana
governing this work will be complied \wit'
Date: al q-4/421
ned this permit and know the same to be true and correct. All provisions of law and ordinances
, whether specified herein or not.
The granting of this permit does not presume to give authority to vi • - •r cancel the provisions of any other state or local laws regulating
construction or t • - • - .� ance •f work. I am auth•. • ed to si
Signature:
Print Name:
/17I /71->r Ca / /9— e /
this plumbing /gas piping permit. 438/
Date: ? )--/
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 -10/06
PG08 -163 Printed: 07 -21 -2008
Parcel No.: 6364200010
Address:
Suite No:
Tenant:
•
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
PERMIT CONDITIONS
2800 SOUTHCENTER MALL TUKW
TUTTI FRUTTI FROZEN YOGURT
Permit Number:
Status:
Applied Date:
Issue Date:
PG08 -163
ISSUED
05/29/2008
07/21/2008
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: 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.
12: * ** *PUBLIC WORKS * * **
For the tenant supplied grease interceptor tenant shall follow Westfield's Grease Waste Maintenance Program dated
January 30, 2008, copy attached.
* *continued on next page **
doc: Cond -10/06
PG08 -163 Printed: 07 -21 -2008
•
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
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Signature:
Date: 7
Print Name: P7 l— Z D / e- U
ordinances governing
or local laws regulating
doc: Cond -10/06 PG08 -163
Printed: 07 -21 -2008
i
•
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: //www. ei. tukwila. wa us
•
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 Address: K -0305 - South Center Mali
Tenant Name: Tutti Frutti Frozen Yogurt
Property Owners Name: Westfield Corporation
Mailing Address: 11601 Wilshire Blvd.
Name:
Marcia Peddicord
King Co Assessor's Tax No.: 636420 -0010
Suite Numbers Floor: 1
New Tenant: ® .....Yes ❑ ..No
Los Angles
City
Mailing Address:
633 South Center - Trailer #3
E-Mail Address: mpeddicord @us.westfield.com
CA
state
90025
Zip
Day Telephone: cell: 818 -402 -8923
Tukwila. WA 98188
City State Zip
Fax Number:
Company Name: Next Level Exhibit Design
Mailing Address: 4615 NW Neskowin Ave
Contact Person: Tom Werner
Portland
OR 97229
E -Mail Address: tom @nlbd.com
City State Zip
Day Telephone: 503 - 629 -7400
Fax Number. 503 - 629 -7401
Contractor Registration Number: Expiration Date:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Architrave Design Team Corp.
7301 Elk cr, #1
Myrian Mahiques
Hintington Beach
CA
92647
myriam mahiques@hotmail.com
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
CSJ Technical Solutions and Services, Inc.
City State
Day Telephone: 714- 842 -0382
Fax Number: 714- 842 -0382
Zip
4000 Valley Blvd.
Walnut,
CA
91789
John Jolly, PE
QMpp5coliooslPame.Applicattoos 6a tmeu -2006 - Permit Appliationdoe
Revue& 9-2006
bb
City State Zip
Day Telephone: 909 -598 -6067
Fax Number: 909 -598 -6089
Page 1 of 6
0
Valuation of Project (contractor's bid price): $
0
$55L000 Existing Building Valuation: $
Scope of Work (please provide detailed information): 10 x 20 retail kiosk including 6 x 20 back lit wall graphic
and service counters.
Will there be new rack storage ❑ Yes
M.. No If yes, a separate permit and plan submittal will . quired
4 v, ' . ?a; •t ;- °' `s. 141 timid ". • 13uilath was , y n y, • 0�8,ppa t,-' t aRk*
; >r ytu t` `h
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,g dditlEid�t• '
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PLANNING DIVISION:
Single family building footprint (a - of the foundation of all structures, plus any decks over 18 inch ;; d overhangs greater than 18 inches) —
*For an Accessory dwelling, de the fallowing:
Lot Area (sq ft): Floor area of principal dwelling: Flo . area of accessory dwelling
"Provide documen ••'ton that shows that the principal owner lives in one of the dwellings as his or - mary residence.
Number of Parking Sta Provided: Standard: Compact: Handicap:
Will there be a clan., in use? ❑ Yes No If "yes ", explain:
❑.......Sprinklers ❑ ....... Automatic Fire Alarm (j' None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No
If `jres , attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q'Appi uomns -Apyuc i On r du_200b - Permit Appliofiond«
arMeat 9.2x06
an
Page 2 of 6
1
PLIJMVIBING AND GAS PIPING PERMIT INFORMATION -� 206- 431` -3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name: TBD
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Valuation of Plumbing work (contractor's bid price): $ 3 �, O o U
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information): Te -re si- MI Fe, J rte,, o -z4 A
fl t .cam 164)4_
Building Use (per Int'l Building Code): : 13
Occupancy (per lnt'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: . : . : ..: ;
. ` Q t y
:.Fixture Type:;:.. ::::
. Qty:
. Fixture Type: ; :
Qty...
Fixture Type: ;> .:... - .
Qty -
Bathtub or combination
batb/shower
Drinldng fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
1
Clothes washer, domestic
Floor drain
% /
Sinks
3
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system —per
drain (inside building)
Water heater and/or
vent
1
Additional medical gas
inlets/outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of water
piping and/or water treating
equipment
/
Repair or alteration
of drainage or vent
piping
/
Medical gas piping system
serving one to five
for specific gas
Q.MpplicaliansWotnts- Applicatia On Linc 3 -20x6- Permit Application.doc
Revise& 94006
eh
Page 5 of 6
}
133 e1a410 IA a l iermit$- 'in "tin/ys��,, ap�A'1i(caw�ti t
r'h: Y �4rwN7 �` Y S14„y~3yv �•U L.�?L.�Gj .:.: "?v S� J
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.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 1 053.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform 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 1_' AUTHORIZED AG
Signature:
Print Name:
ft ✓/ A1 C t
Mailing Address: ('Skia% A/'e:- `7 C7
Date Application Accepted:
Date: 3</ "Cr/�
Day Telephone: c -c '41-1, '1 t' C
City state
iDate Application Expires:
Staff Initials:
Q.MppliationctWomu- Appfinsnons On Lmd3 -3006 - Permit Applica6on.Qoc
Revised 9.3006
eh
Page 6 of 6
1
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
RECEIPT
Parcel No.: 6364200010 Permit Number: PG08 -163
Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 05/29/2008
Applicant: TUTTI FRUTTI FROZEN YOGURT Issue Date:
Receipt No.: R08 -02605 Payment Amount: $536.00
Initials: WER Payment Date: 07/16/2008 10:50 AM
User ID: 1655 Balance: $0.00
Payee: KEVIN LEE
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 1540 536.00
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
PLUMBING - NONRES
000/345.830 360.00
000.322.103.00.0 176.00
Total: $536.00
4919 07/16 9710 TOTAL 536.00
doc: Receiot -06 Printed: 07 -16 -2008
•
City of Tukwila
0
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http:/lwww.ci.tukwila.wa.us
SET RECEIPT
RECEIPT NO: R08 -01843
Initials: JEM Payment Date: 05/29/2008
User ID: 1165
Payee: KEVIN C. Y. LEE
Total Payment: 627.80
SET ID: S000001036 SET NAME: Tmp set/Initialized Activities
SET TRANSACTIONS:
Set Member Amount
D08 -304
EL08 -654
M'8 Eg
TOTAL:
566.80
26.00
35.00
627.80
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1522 627.80
TOTAL: 627.80
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
ELECTRICAL PLAN - NONRES
PLAN CHECK - NONRES
000.345.832.00.0 26.00
000/345.830 601.80
TOTAL: 627.80
2975 05/29 9711 TOTAL 627.80
Doc: RECSETS -06
INSPECTION RECORD
Retain a copy with permit
INSP ON NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION f-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
Project:
T2r.f i t -rr
Type of Inspection:
FlkJA 1
�'
Address:
2 6(x)
w' v' I i
Date Called:
Special Instructions:
Date Wanted:
- 7_zLI --48,
(4.2
p.m.
Requester:
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
rvr w k c t tc (f►N4-
I spe or:
Date:
6 .00 REINSPECTIONEE REQUIRED! Prior to inspection, fee must be
d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION IA
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
1
Project:
/`r°T.Z
� 7/77:7_ .
Type of Inspection:
1� en // 2 &J /�%G(.9
Address:
2 8'0
m /4 //
Date Called:
.
Special Instructions:
Date Wanted:
'7 - 22-61° �prr
Requester:
Phone No: -902.5--
VIApproved per applicable codes. Ij Corrections required prior to approval.
COMMENTS:
•
Inspector:
1J r
Date:
El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
LIGHT
COMMERCIAL
GT2700 Grease Interceptor
TAG
FILE COPY
Dimensional Data (inches and [ mrr Permit t to�Manufacturing Tolerances and Change Without Notice
rm0 tt a � o.
INLET
G= WIDTH OF BODY
GT2700 =4 through GT2700 -50
RECEIVED
GT2700 -75 & GT2700- 10CITY OF TUKIMLA
JUL 0 8 2008
PERMIT CENTER
Model
Number
NB
Inlet /Outlet
No -Hub
Flow Rate
G.P.M.
[L]
Capacity
Grease
Lbs. [kg]
Dimension in Inches
- -
C
D/E
F
G
GT2700 -4
2 [51]
4 [15]
8 [4]
10 [254]
7 1/4 [184]
15 7/8 [403]
9
7/8
[251]
_ GT2700 -7
2 [51]
7 [26]
14 [6]
11
1/8 [283]
8 1/8 [206]
17 1/4 [438]
11
7/8
[302]
GT2700 =10
2 [51]
10 [38]
20 [9]
11
3/4 [298]
8 1/4 [210]
19 1/4 [489]
14
[356]
GT2700 -15
2 [51]
15 [57]
30 [14]
13
3/8 [340]
9 3/8 [238]
21 1/4 [540]
16
3/4
[425]
GT2700 -20
3 [76]
20 [76]
40 [18]
15 [381]
11 3/4 [298]
24 1/8 [613]
17
1/4
[438]
eT2700 =25 `
—r m.
2599441
'50e[23]e
1j'7 [432]as
a1r2'112 :[3 &81 z
,r20,41 1[644]k
,19
7/8
GT2700 -35
4 [102]
35 [132]
70 [32]
18
3/4 [476]
14 1/4 [362]
28 [711]
22
1/2
[572]
_
_ GT2700 -50
4 [102]
50 [189]
100 [45]
21
1/2 [546]
16 [406]
29 7/8 [759]
24
1/2
[622]
GT2700 -75
4 [102]
75 [283]
150 [68]
22
3/4 [587]
18 1/2 [470]
36 [914]
28
5/8
[727]
_
GT2700 -100
4 [102]
100 [379]
200 [91]
27 [685]
23 [584]
42 3/4 [1086]
33
5/8
[854]
GT2700 Grease Interceptor
Recommended for removing and retaining grease from wastewater in kitchen and restaurant areas where food is prepared.
Grease trap is corrosion- resistant coated fabricated steel with no -hub connections, flow diffusing baffle, integral trap, and
vented inlet flow control device.
OPTIONS
- JP2700 6 [152] E ion
Pfro u/3
APPROVED
Sizes 4 - 50
Sizes 20 G.P.M. - 50 G.P.M.
ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS • 2640 South Work Street • Falconer, NY 14733
Phone: 1400/906 -5060 o Fax: 716/665 -3126 • World Wide Web: www.zurn.com
Rev. A Date: 1/5/05
C.N. No. 84460
Dwg. No. 63802 Product No. GT2700
fu-0.
LIGHT
COMMERCIAL
AINN4f
GT2701 Low Profile Grease Interceptor
TAG
Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice
INL
G = WIDTH OF BO
DY
0
c
T F -T
Model#
Inlet/
Outlet
Size**
Flow Rate
G.P.M.
[L]
Capacity
Approx
Wt. Lbs.
[kg]
Dimension in Inches
-
Water
Gal. [L]
Grease
Lbs. [kg]
C
D/E
F
G
GT2701 -20
3 [76]
20 [76]
15 [57]
40 [ 18]
102 [46]
10 [254]
3 1/8 [79]
31 [787]
21 1/8 [536]
GT2701 -35
—4T-16-2T
32]°
"30'[114]®
°70•[321°'
3/4 [273]^
.3a118 [79J
•421 /84j,0Za
29..3/84746]
GT2701 -50
4 [104]
50 [189]
45 [170]
100 [45]
210 [95]
16 [406]
10 [254]
491 /2 [1257]
29 3/8 [746]
GT2701 Grease Interceptor
Zurn Light Commercial Acid Resistant Coated interior and exterior fabricated steel low type grease interceptor, rated at GPM
and _ _ Lbs. grease capacity, with internal air relief by -pass, bronze cleanout plug and visible double wall trap seal with removable
pressure equalizing /flow diffusing inlet baffle, fixed botttom outlet baffle, and visible double wall trap seal. Gasketed non -skid secured
cover with center tie down assembly, complete with external flow control fitting. Regularly furnished with low inlet and outlet.
APPROVED
ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS a 2640 South Work Street o Falconer, NY 14733
Phone: 1- 800/906 -5060 o Fax: 716/665 -3126 o World Wide Web: www.zurn.com
Rev. A Date: 9/27/06
C.N. No. 95670
Dwg. No. 63803 Product No. GT2701
ZINN® Engineered GRE SE INTERCEPTORS
PURPOSE
For nearly a hundred years, grease interceptors have been used in plumbing wastewater systems to permit free flow of drainage
from sinks and similar equipment. They have played an important role in preventing grease accumulations from clogging waste
pipes and sewer lines. They also help to improve operations at wastewater treatment facilities and prevent environmental problems
caused by grease.
INSTALLATION
Installation Considerations
Install the interceptor as close as practical to the fixture(s) being
served. The interceptor may be placed on the floor, partially
recessed in the floor; recessed with top flush with the floor;
or fully recessed below the floor, in order to accommodate
piping and structural conditions.
Anticipate sufficient clearance for removal of the interceptor
cover and baffle for cleaning. Also, take into consideration the
possibility of pipelines becoming clogged with congealed
grease that may collect before reaching the grease interceptor.
Do not install the grease interceptor in a waste line from
a garbage grinder. Garbage grinder waste must bypass the
interceptor because rapid accumulation of solid matter will
greatly reduce the grease interceptor efficiency, preventing
operation in compliance with its rated capacity. Solid material
should not be permitted to enter the grease interceptor. In an
application where solids are present, a solids interceptor
should be used.
A separate grease interceptor is recommended for each
commercial dishwasher. The size of the interceptor is
determined by the discharge rate of the dishwasher as
specified by the manufacturer.
Placement of the interceptor in a high traffic area is an
important concern. If the interceptor is to be installed flush
with the floor, it is necessary to determine whether or not the
interceptor will experience heavy -duty load traffic. The standard
grease interceptor is designed for foot and light traffic only.
If a greater load rating is required, the interceptor must be
constructed accordingly to accept the higher load.
Flow Control
The use of a flow control device (Z1108), furnished with all
grease interceptors, is an important factor in the operation of
the interceptor. The flow control device should be installed in
the waste line upstream of the grease interceptor. It should be
placed beyond the last connection from the fixture(s) and as
close as possible to the underside of the lowest fixture. When
two or more sinks or fixtures are combined and served by one
interceptor, a single flow control fitting can be used.
The flow control device must be properly vented to permit air
to mix with the fluid entering the interceptor. Air facilitates
separation and, more importantly, is necessary to maintain
the proper pressure, thus, the proper operating level within
the separation chamber.
Air intake for the flow control device may terminate under the
sink drain board, as high as possible, to prevent overflow or
terminate in a return bend at the same height outside of the
building. When a fixture is individually trapped and back -
vented, air intake may intersect the vent stack. All installation
recommendations are 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 a water seal and to prevent siphoning.
Multiple Fixture Installation
One interceptor to serve multiple fixtures is recommended only
where fixtures are located close together. In such installations,
each fixture should be individually trapped and back - vented.
MAINTENANCE
General Considerations
Design and installation are key factors to the operation of a
grease interceptor. However, without disciplined maintenance,
most performances are lost. For a manual interceptor to perform
as designed, a strict maintenance schedule must be adhered
to. If adequate maintenance is not performed, excessive grease
buildup will occur until water ladened with grease passes
directly through the unit. Therefore, no matter how efficient
the design or how proper the installation, grease interceptors
perform only as well as the maintenance routine allows.
Cleaning
All grease interceptors must be cleaned regularly. The frequency
of grease removal is dependent upon the capacity of the inter-
ceptor and the quantity of grease in the wastewater. 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
MAINTENANCE, continued
checked to make certain the inlet, outlet, and air relief ports
are clear of obstructions.
Cleaning can easily be performed by following the steps listed
below:
1. Loosen and remove the fastener(s) securing the cover to
the interceptor body.
2. Remove the cover.
3. Remove the flow diffusing baffle and /or sediment tray
assembly from the body.
4. Wipe down the baffle assembly, disposing of grease in a
proper waste container.
GENERAL PRODUCT INFORMATION
Typical Zurn Grease Interceptor
In a Zurn Grease Interceptor, the static water level is at the
bottom of the outlet. Any piping into the interceptor below this
elevation will remain filled with water.
Odor from accumulated grease in an interceptor may pass
back through the piping system and through the drain opening.
An additional trap should be considered between the fixture
and interceptor. Consult local codes.
All Zurn Interceptors are 100% steel construction, coated with
a white acid resisting epoxy (A.R.C.). Z1170 Series Interceptors
are certified by the Plumbing and Drainage Institute (POI).
Zurn Grease Interceptors are listed by the International
Association of Plumbing and Mechanical Officials (IAPMO):
Variables Affecting Grease Interceptor Performance
1. Velocity of Incoming Water
A higher velocity of water will contribute to a more turbulent
mixture. This will slow the grease separation process,
thereby reducing efficiency.
Recommended Solution — Install additional flow control
fittings at all sources of flow.
2. Ratio of Grease to the Water
The higher the ratio of grease particles to the water, the
lower the efficiency of the interceptor.
Recommended Solution — Increase the size of the interceptor.
3. Specific Gravity (Weight) of the Filtrates
Grease has a lower specific gravity than water and will
rise to the surface quickly. Grease - ladened food particles
having a higher specific gravity than water will linger and
accumulate at the bottom, eventually passing out of the
interceptor.
Recommended Solution — Install a solids interceptor at the
source of solid particles, prior to the grease interceptor.
5. Clean out any liquid grease by skimming it from the top
surface. Remove any remaining solid material with a spade
or shovel.
6. Remove the clean -out plug on the outlet portion of the body.
Using a clean water supply, hose down and wipe the inside
of the body.
7. Replace the cleaned baffle assembly back into the unit.
8. Ensure that the cover gasket material is intact and in good
working condition. Replace gasket material if it is damaged.
9. Securely refasten the cover and the clean -out plug back
onto the trap.
Old Style
New Style
GASKET FLUSH TOP COVER AIR - RELIEF
BY -PASS
NO OBSTRUCTIONS
PRESSURE EQUALIZING &
FLOW DIFFUSING BAFFLE
NLET
G = WIDTH OF BODY
OUTLET
4. Possible Presence of Detergents in the System
Grease - cutting detergents will break the liquid grease
into minute particles that can cause these liquids to
pass through the interceptor.
Recommended Solution — Increase the size of the
interceptor.
5. Percentage of Maximum Flow Capacity
If the maximum recommended flow is exceeded, the
efficiency of the interceptor will decrease considerably.
Recommended Solution — Install additional flow control
fittings at all sources of flow.
6. Location of Grease Interceptor
The interceptor should be located as close as possible to
the source of grease. Waste pipes leading to the grease
interceptor may become clogged if liquid cools prior to
entering the grease interceptor.
GENERAL PRODUCT INFORMATION, continued
Need for a Flow Control Device
A grease interceptor, correctly designed to separate Tight density substances from
wastewater, will not by itself govern or regulate the flow of water through the inter-
ceptor at all times to sufficiently assure the "flotation" separation of the substances
which are to be intercepted at maximum efficiency.
The flow control fitting is designed with an integral orifice to give a predetermined
optimum flow rate, thus eliminating turbulence in the interceptor, which could
otherwise occur from sudden surges in the drainage line.
The orifice openings are related to the size and flow rating of the grease interceptor.
Standard orifice sizing is for gravity flow conditions where no pressure buildup is
considered: If an interceptor is operating at maximum flow levels, a head may
develop, in which case overload conditions may still exist.
Trap Flow Rate
Size /GPM
Standard Size
Orifice /Inches
4
5/8
7
5/8
10
15/16
15
_15/16
20
1 -1/4
25
1 -1/4
35
1 -1/2
50
1 -3/4
75
2 -1/4
100
2 -1/4
125
2 -5/8
150
_2 -5/8
200 _
3 =1/4
250
3-1/4
300
4
400
4 -1/2
450
4 -7/8
500
4 -7/8
211081 1108 -L Flow Control Fitting
Every interceptor should have a flow control fitting and flow
control fittings should be properly vented. The flow control
fitting is installed in line between fixture and interceptor. Its
function is to regulate the flow so that it will not exceed the
flow rate capacity of the interceptor, thus ensuring fool -proof
operation and maximum efficiency.
*Orifice size varies according to size of interceptor.
Z1108 Dimensional Data
A (IP)
B
C
D
1 -1/2
5 -7/16
2 -7/8
3 -13/16
2
5-7/16
3 -3/8
3 -13/16
3
6 -1/8
4
4 -1/8
4
6 -13/16
5
4 -3/4
Z1108 -L Dimensional Data
NUT
A
B
C
D
1 -1/2
5 -3/4
3 -3/8
1 -7/16
2
5 -3/4
3 -3/8
1 -7/16
3
6 -3/8
3 -3/4
2 -3/4
4
9 -1/8
5 -1/4
5 -1/4
Settings for Zurn Flow Control Fitting
Consider a Z1170, #300 Interceptor, rated at 10 GPM, installed
with the Z1108 or Z1108 -L flow control fitting. When installed
with a scullery sink in compliance with PDI standards for grease
interceptors, this Interceptor can be recessed in the floor
(shown solid) or placed on the floor (shown dotted).
Maximum distance in inches from bottom of sink to centerline of flow con-
trol fitting inlet (D).
Important
Check size of Interceptor to determine setting as indicated below.
'H'
SINK
INTERCEPTOR SIZE
DEPTH
100
200
300
400
500
600
700
800
'0' Dimensions in Inches
6
7.5
6.5
_ 7.5
10
10
10
7
6.75
7.5
10
10
10
7.5
6.75
7.5
9.25
9.25
9.25
8
_6.0
6.75
9.25
9.25
9.25
8.5
6.75
8.5
8.5
8.5
9
6.0
8.5
8.5
8.5
9.5
7.75
7.75
7.75 _
10
7.75
7.75 _
7.75
10.5
7.0
7.0
7.0
10.0
10.0
11.0
11
7.0
7.0
7.0
10.0
10.0
11.0
11.5
6.5
6.5
6.5
9.25
9.25
10.5
12
9.25
9.25
10.5
12.5
8.5
8.5
9.5
13
8.5
8.5
9.5
13.5
7.75
7.75
9.0
14
7.75
7.75
9.0
14.5
7.0
7.0
8.0
15
7.0
7.0
8.0
15.5
5.0
5.0
7.5
16
7.5
18
5.75
NOTE: All figures represent maximum distances in inches.
Figures between horizontal lines are recommended.
GENERAL PRODUCT INFORMATION, continued
Z1173 Ejectomatic Typical Installation
To simplify the cleaning process and prevent grease from
clogging drainage lines, Zurn has developed the Ejectomatic
Greaseptor. This unique unit is provided with a skimming tray
which retains the accumulation of grease. Cleaning simply
becomes a matter of discharging hot water through the
Greaseptor. The resultant heat liquifies the grease, which is
then ejected through the nozzle at the turn of the handle. The
ejected grease may be collected in a bucket or other container
for easy disposal. Any water that may enter the tray is directed
back into the intercepting chamber by means of a water dis-
charge port incorporated into the design of the skimming tray.
1. The manual draw -off valve reduces the frequency that the
cover of the interceptor must be removed during the
cleaning process.
2. Grease is removed from the interceptor by means of
the Ejectomatic valve located on the outlet end of the
interceptor.
3. To remove grease from the interceptor, hot water is first run
through the unit to liquefy the grease. The water flow is
then shut off and the draw -off valve is opened, allowing
the grease to gravity -flow out of the interceptor. When no
grease is present, the valve is then closed.
4. The grease layer that forms on top of the water must build
down to reach the level of the Ejectomatic valve. If water is
coming from the valve, then the interceptor has not yet
reached its capacity for cleaning.
5. If grease is present when the valve is opened, this ejected
liquid grease can be collected for proper disposal.
6. Frequency of grease draw -off is established experimentally.
Some installations may require drawing off grease daily,
while others periodically.
7. Solids and food waste should not be allowed to accumulate
in the interceptor. This will impair the operation of the unit
and cause reduced efficiency. Check the interceptor for
solids and clean manually as required.
INLET
G = WIDTH OF BODY
OUTLET
J
Z1174 Grease Eating Bacteria Dosing Unit
To keep the grease interceptor operating in optimum condition,
it is recommended that the Z1174 automatic bacteria dosing
unit is used on a regular basis. The dosing unit delivers to the
interceptor an engineered microbial blend that degrades grease,
fats, proteins, and carbohydrates. The added bacteria does not
transfer the grease downstream; however, it degrades and
digests the grease inside of the unit. This environmentally
TO ORMN LINE OF
SINK OR 01SHWASHER
NOTE; FURNISHED ABY ND OTHE CONNECTORS
VENT
1
MINI*1 .
�
2 -1108
FLOW CONTROL
2 -1 I8
SOLOS NTERCEPTOR
INLET
friendly formulation reduces the production of foul odors that
can emit from inside the interceptor and drain lines.
The Z1174 liquid bacteria contains no harmful caustic elements
and won't damage the interceptor or drain piping. It is specifi-
cally engineered to degrade only the agents for which it was
developed. As a result, this bacteria concentrate gives full
protection to interceptors and related waste piping systems.
PROGRAMUABLE
PUMPING UNIT
G - WIDTH OF BODY
ZURN.
OUTLET
CONTAINER
UOUID
BACTERIA
ZURN PLUMBING PRODUCTS GROUP SPECIFICATION DRAINAGE OPERATION
1801 PITTSBURGHAVE., ERIE, PA, U.S.A. 16512 PHONE. 814 /455 -0921 FAX: 814/454 -7929 WEBSITE: www.zurn.com
Form No. SD10, 8/02
121
1— M OBILE
192,6 sit
,
610
249sf
PRETZEL JV
180s f
TUTTI
E FRUIT
CI
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FR E. COPY
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LF= VEILS
174,,630sf
110' - 6,"
10' =
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7 4'- 6 "
1
RECEIVED
JUL, 01 NM
TUOVILA
_PUSLILINOBKS,
0'-
2'-6)") 1
11 14 71111114
up T.0'
July 8, 2008
Mr. Robert Benedicto
Building Official
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard
Tukwila, WA 98188 -2544
neeeveD
JUL 0 8 2008
pERma cEN-rEh
RE: Request for Overtime Plan Review ( 0 $ — (4,3
Tutti Frutti Kiosk, 2800 Southcenter Mall #K -0305, Tukwila, WA 98188
Dear Mr. Benedicto:
To expedite the plan review process, please use this letter as my formal request to utilize the
overtime plan review procedure at the City of Tukwila. I understand that the cost of this service
is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours.
I agree to review and respond to any and all plan comments in an expeditious manner in order to
keep the plan review process moving quickly.
I will assume all payment for the overtime plan review. Said cost will be accumulated during the
plan review process and when the plans are approved, the City of Tukwila will require that the
overtime cost be paid on or before the building permit and approved plans are picked up.
I request that this overtime review process be initiated immediately for this set of plans only.
Sincerely,
Cc: Tenant file
Josh Kimmel
Southcenter Field Tenant Coordination
Dear Andrew,
Baker Commodities Inc. would like to thank you for consideration or our
company. Our goal is to provide the best possible service for your grease trap
needs. As per our conversation we can schedule and maintain all of your new
locations needs. Services for the grease traps will include:
• Removal of All Waste from the grease traps.
• All waste is pumped into a holding tank on our trucks and then
brought back to our plant for onsite recycling:
• If trap'is too far from the truck we use a portable pumping system.
• This system is then wheeled back to the thick and pumped into our
holding tank.
• The grease traps will be backfilled after cleaning to insure proper
draining.
• Baker Commodities Inc. does not use, sell, handle, or recommend
the use of chemicals and /or "bio- degradable" products..
• Please advise the restaurant owners that you do not want these
types of product used.
• An inspection and service report will be left at each location.
• Customers will be required to provide a regular cleaning schedule,
• All customers will be contacted prior to each service.
• Westfield will be included with a copy of the services by e-mail or
fax.
If you have any question or concerns please do not hesitate to give us a call @
206 - 243 -7387
Thanks,
Jim Hodge
Baker Commodities Inc.
Seattle Division
RECEIVED
CITY OF TUKWILA
JUN 2 6 /UM
PERMIT CENTER
BAKER COMMODITIES INC. _QaaGly_nad IN14...Weddwide - - -
P.O. Box 58368. Seattle. WA 98138 (206) 243 -7387 FAX (206) 243-3412
CORRECTION
Wsifie[if
Southcenter
E;AS T P AIN TERK C ROGRAc
gin
PURPOSE:
The intent of this program is to provide maintenance guidelines for any new food -use
retailer utilizing a grease trap in place of a grease interceptor so as to minimize health,
safety and environmental concerns.
POLICY:
All new retailers utilizing a grease trap in place of a grease interceptor will be required to
contract the services with a Landlord- required grease waste contractor. Each store will
have their grease trap maintained (as per the details below) a minimum of every two
months. Proof of service should be kept on -site as well as copied to the mall
management office (directly from the contractor). There shall also be placed on -site
(and available at Landlord's request), a grease trap maintenance log which the
contractor will complete upon each bi- monthly service.
PROCEDURE:
Below is the procedure for grease trap cleaning and recycling to be provided by a
required vendor (see sample proposal attached):
1. Removal of all waste from grease traps.
2. Contractor will utilize a portable pumping system when necessary.
3. The grease traps will be backfilled after cleaning to insure proper draining.
4. Contractor will not use any biodegradable or chemicals that might temporarily break
up grease but lead to re- coagulating later on.
5. An inspection and service report will be left at each location.
6. Customers will be required to provide a regular cleaning schedule.
7. All customers will be contacted prior to each service.
8. Westfield will be included with a copy of the services by email or fax.
COMPLIANCE
Fines will be levied for non - compliance. If our Maintenance Engineers or contracted
vendor is denied access to the space during the scheduled removal or during an
emergency removal, a $100 fine for each instance will be levied for each occurrence.
Retailer Name:
Grease Trap Log
Space Number:
Contractor Signature
1
Repairs /Remarks,
Amount of Grease Removed
Date
-
r
June 5, 2008
•
Cizj' of Tukwila
•
Jim Haggerton, Mayor
Department of Community Development
Marcia Peddicord
633 Southcenter Mall, Trailer #3
Tukwila, WA 98188
RE: CORRECTION LETTER #1
Plumbing /Gas Piping Application Number PG08 -163
Tutti Frutti Frozen Yogurt — 2800 Southcenter Mall, #K -0305
Dear Ms. Peddicord,
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your plumbing 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 Public Works Department. At this time
the Building Department has no comment.
Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have questions regarding the
attached comments.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that two (2) complete 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,
&at kiNA-
Brenda Holt
Permit Coordinator
encl
xc: File No. PG08 -163
P:\Permit Center \Correction Letters \2008\PG08 -163 Correction Ltr i 1.DOC
wer
A2/I/) Cnrrthnnnter Rnnlon�nel Clrite 41/11) a 7111.1.a bs TIf 1)h.., #,.., 11121 DD a Di..,..... 9/I4( A91 9/.71) .. L'..... 9/1A 491 9A. C
1
• •
PUBLIC WORKS DEPARTMENT COMMENTS
DATE: June 04, 2008
PROJECT: TuTTi FRUTTI FROZEN YOGURT
2800 Southcenter Mall, K -0305
PERMIT NO: PG08 -163
PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions
regarding the following comments.
1) Please submit spec /cut sheet for proposed grease trap /interceptor unit.
2) Show on your plan where this unit is going to be installed.
P: joanna/comments 1 PG08 -163
•
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG08 -163 DATE: 07 -8 -08
PROJECT NAME: TUTTI FRUTTI
SITE ADDRESS: 2800 SOUTHCENTER MALL, #K -0305
Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPARTMENTS:
B I � g Divisio� J
Fire Prevention
Planning Division
E
Public Works ❑ Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete I I
DUE DATE: 07 -10 -08
Not Applicable ❑
r.."..enter,U e'Ori'Iti •
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS RO TING:
Please Route Al Structural Review Required I I No further Review Required ❑
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 08 -7 -08
Approved 1 Approved with Conditions n Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit.Center Use, Ofly . •
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28-02
• PERMIT COORD COPY •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG08 -163 DATE: 06 -26 -08
PROJECT NAME: TUTTI FRUTTI FROZEN YOGURT
SITE ADDRESS: 2800 SOUTHCENTER MALL, K -0305
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1
Revision # after Permit Issued
DEPARTMENTS:
Building Division n
Public Worls �l b
Fire Prevention
Structural
Planning Division
Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 07 -01 -08
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROU NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 07-29-08
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
r PERMIT COORD COPY al
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG08 -163 DATE: 05 -29 -08
PROJECT NAME: TUTTI FRUTTI FROZEN YOGURT
SITE ADDRESS: 2800 SOUTHCENTER MALL, K -0305
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
Pu4 Works [D —LI'-'
Fire Prevention
Structural
Planning Division
Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete n
Comments:
DUE DATE: 06-03-08
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUT NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 07 -01-08
Approved Approved with Conditions n Not Approved (attach comments) 11
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 6$6.--tobi
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW LVJ Staff Initials: ��
Documents/routing slip.doc
2 -28 -02
PROJECT NAME: TEAM WIC
PERMIT NO: ' 1,(13
SITE ADDRESS: NOD 7t ktka � lt- D ?2L ORIGINAL ISSUE DATE: NV
REVISION LOG
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
IN TIALS
1
o -.0a- o
0q-lii_1'c
Sununary of Revision: Wttk Old oL- SINK ( 1-tErint 5Pi''c, itieSr
Received i3 y2 1 r Gct
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
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
Summary of Revision:
Received by:
(please print)
•
City of Tukwila
Steven M. Mullet, Mayor
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
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 7 k 7 Plan ChecWPermit Number: PG O -- j e,3
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
RECEIVE
Pm' OF r!
j Revision # I after Permit is Issued JUL 0 8 2008
❑ Revision requested by a City Building Inspector or Plans Examiner PERftNITCENTER
Project Name: TtA -t f " 1 V r to +fi - 1:;"45J---
Project Address: 2CCP-v So 4 IA c �., 4,• T � 11 it �< -636S -
Contact Person: n'14,-G'� ; j 2 Phone Number: Pf 8' - 4 Z - F-123
Summary of Revision:
-E-4 S-i n its r . zr � el 4- tied, ( #/ f r .9.,,g--
T . _ , +- I.t, ; 11 b e- u' 11-J, i l _ eJ1 --
- rn.crp n l� ,
Sheet Number(s): P % P Z
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: 1
tif Entered in Permits Plus on Pi fR4J
iapplications\fonms- applications on linelrevision submittal
Created: 8 -13 -2004
•
City of Tukwila
Steven M Mullet, Mayor
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 =3665
Web site: http: //www.c.tukwila.wa.us
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
W;6.70
Plan Check/Permit Number: P6 Og' -
❑ Response to Incomplete Letter # _
El— Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name:Ltj
Project Address: 24W ' S�u•/h0_ /e': 1/ rjo3d5__
Contact Person: `na.- ' Pedd;` Phone Number: a-e) /
Summary of Revision:
ea 71Y 5p
ec— s/ eel' Ai( 7- 6 -A
ee i s
1reYvi d'=?--k-
• -- -
RECE
JUN 2 6 1008
RERMITCENTER
P(5 rte; / 1 t4" r5
747, he ;,7,5/,, lf�
Ere s.e //IQ -g le— M , e
L av
�l V 5 k �l r5 7 e /rr e.e SGi/ e �t o pro t/ -
Sheet Number(s): P / P 2-
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
gEntered in Permits Plus on 6e (, 2--it
\applications\forms- applications on Iine\revision submittal
Created: 8 -13 -2004
King County
Department of Natural Resources and Parks
Wastewater Treatment Division
Non - Residential
Sewer Use Certification
• To be completed for all new sewer connections, reconnections or
change of use of existing connections.
• This form does not apply to repairs or replacements of existing
sewer connections within five years of disconnect.
Please Print or Type
— 6O34+5 & 144//cet -c 444 1 /
Property Street Address
`TA l &.
A— q / fg
ZIP
City State
ji�i
i�r ai os�-
Owner's Name
Subdivision Name Lot #
Subdiv. # ll y� Block #
Building Name
(if applicable)
(ter, tc ) ass — i 12 � 14»fro L Pe—
Owner's Phone Number (with Area Code)
Property Contact Phone Number (with Area Code)
Owner's Mailing Address
Property Tax ID # 4.2-1) - 0. 6
Party to be Billed (if different from owner)
City or Sewer District
Date of Connection
Side Sewer Permit #
Please report any demolitions of pre- existing building on this property.
Credit for a demolition may be given under some circumstances.
Demolition of pre- existing building? ❑Yes No
Was building on Sanitary Sewer? ❑ Yes ,No
Was Sewer connected before 2/1/90? ❑ Yes No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtub and Shower
4
4
Shower, per head
2
2
Dishwasher
2
2
Drinking fountain (each head)
1
.5
Hose bibb (interior)
2.5
2.5
Clotheswasher or laundry tub
4
2
Sink, bar or lavatory
2
1
Sink, Clinic flushing
8
8
Sink, kitchen
3
2
..
4)
Sink, other (service)
3
1.5
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
Urinal, flush valve, >1 GPF
6
2
Urinal, waterless
0
0
Water closet, tank or valve, 1.6 GPF
6
3
Water closet, tank or valve, >1.6 GPF
8
4
Total Fixture Units I 4
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units
20
r 3
RCE
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility /Process:
Estimated Wastewater Discharge:
Gallons /days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal /day)
187
C. Total Residential Customer Equivalents:
(add A & B)
U
A
B
o.3
0
RCE
RCE
CITY OF TUKWILA
MAY 2 9 2008
PERMIT CENTER
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a
period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be
prepaid at a discounted amount. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740.
I certify that the information given is correct. I understand that the capaci
deviation will require resubmission of c• cted •> a for determination
A
Signature of Owner /Representative
harge levied will be based on this information and any
evised capacity charge.
Print Name of Owner /RenraRantativp. NI1 -rqe; i H %'ter D7)
Date
Untitled Page
•
1
General /Specialty Contractor
A business registered as a construction contractor with Lai 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.
DENNIS THE PLUMBER
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
DENNIS THE
PLUMBER
2538621241
107 EAST 3RD
CLE ELUM
WA
98922
KITTITAS
INDIVIDUAL
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Separation Date
Previous License
Next License
Associated
License
Specialty 1
Specialty 2
602372292
ACTIVE
DENNIP *965DJ
CONSTRUCTION
CONTRACTOR
3/2%2004
3/14/2010
DENNIP *196C6
PLUMBING
UNUSED
Business Owner Information
Name
Role
Effective Date
Expiration Date
O'BRIEN, JAMES R
OWNER
03/11/2004
Bond
Amount
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
1
CBIC
608652
01/14/2004
Until
Cancelled
$6,000.00
03/02/2004
Insurance Information
Page 1 of 1
Insurance
Company
Name
Policy
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Amount
Received
Date
2
TRUCK INS
EXCHANGE
034718024
01/14/2007
01/14/2009
$2,000,000.00
11 /29/2007
1
TRUCK INS
EXCHANGE
034718024
01/14/2004
01/14/2007
$1,000,000.00
12/15/2005
https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= DENNIP *965DJ
07/21/2008
PLUMBING FIXTURE SCHEDULE
SYMBOL
MANUFACTURER/
MODEL NO.
DESCRIPTION
HW
CW
W
V
SUPPLY TRIM
WASTE TRIM
REMARKS
WORLD TSS -1--H
HAND SINK
1/2"
1/2"
2"
1 1/2"
-
--
-
I GREEN
GREEN WORLD
TSA --3 -D1
3 -COMP SINK
1/2"
1/2"
2"
1 1/2"
-
-
-
ID
GREEN WORLD
TSA- 1- -12 -L1
PREP. SINK
1/2"
1/2"
2"
1 1/2"
-
_
-
D
MOR- -PLO AMERICAN
FSC52
WATER HEATER
3/4"
3/4"
-
-
-
-
109 GALLON PER HOUR RECOVERY RATE AT A
90F TEMPERATURE RISE. 24KW HEATING
a -
Cl
ZURN
GT2700 -25 0
GREASE
TRAP
_
-
3 "
2
ZURN MODEL GT2700 -25 WITH ZURN Z1108
FLOW CONTROL DEVICE. 25 GPM, GREASE
CAPACITY IS 50 LBS. 3" INLET AND OUTLET
CONNECTIONS.
Allik
Mir
0
v
0
0
0
W
Nf7
0 o
m �
A
n
en
0
0
a
O
N -
0 - N
o 1§
m(f)
o
0. 03
b in
N 0
- ° o
o a
Q IN THE EVENT ISSUES WITH PIPE CLEARANCES AND HEIGHTS OCCUR, USE THE LOW PROFILE
GREASE TRAP ZURN MODEL GT2701 -355 AS AN ALTERNATE TO THE GT2700-25. THE
GT2701 -35 HAS 4" INLET AND OUTLET CONNECTIONS.
ITEM NO
HS-1
S -2
S---1
WATER HEATER SIZING CALCULATION
DESCRIPTION
HAND SINK
PREP SINK
3 COMPARTMENT SINK
(110 x 0.85) = 93.5 GPH
93.5 GPH X 90'F X 8.33
0.9
QUANTITY X FLOW = SUB TOTAL.
1
1
1
DEMAND FOR 140'F HOT WATER
77885.5 BTUH
= 77885.5 BTUH / 3413 kW/ BTUH
= 22.8 kW
X 5 = 5 GPH
X 45 = 45 GPH
X 90 = 60 GPH
TOTAL = 110 GPH
PLUMBING FLOOR PLAN
4
SHEET NOTES
1. PIPES SHOWN OUTSIDE OF WALL FOR CLARITY.
2. ALL PIPING IS UNDER THE FINISHED FLOOR OR CONCEALED INSIDE CASEWORK.
3. FLOOR MOUNTED GREASE TRAP TO BE LOCATED UNDER 3 COMPARTMENT SINK.
4. VERIFY LOCATION OF EXISTING WASTE AND VENT PIPING IF POSSIBLE PRIOR TO MARKING OR
SAW CUTTING THE SLAB. COORDINATE PIPE ROUTING AND DEMOLITION WITH THE ARCHITECT.
CONSTRUCTION NOTES
NOT USED
3 /4 "CW & HW DN TO WITH -1, COMPLETE WITH SHUT -OFF VALVES. REFER TO DETAIL 1/P 2.
1 /2 "CW & HW DN, 2" VENT UP, 2" WASTE DOWN TO GREASE TRAP.
1 /2 "CW, 1/2" HW, 2 "W DN, 1 1/2"V UP.
3" VENT TO POINT OF CONNECTION AT 3" VENT PROVIDED BY THE MALL
3 "W AND 3 /4 "CW. CONNECT TO (E) 4" WASTE AND i COLD WATER LINE PROVIDED BY THE
MALL CONTRACTOR TO FIELD VERIFY EXACT LOCATION.
PROVIDE AND INSTALL NEW GREASE TRAP BELOW THE THREE COMPARTMENT SINK. REFER TO
DETAIL 2/P -2. FOR SIZING CALCULATIONS REFER TO DETAIL 3/P -2.
CONNECT 3" OUTLET PIPING TO THE SANITARY DRAIN,
2" VENT OUTLET PIPE TO BUILDING VENT SO THE GREASE TRAP IS NOT SIPHONED.
COORDINATE ROUTING OF WASTE PIPING FROM THE 3- COMPARTMENT SINK AND PREPARATION
SINK TO THE INLET OF THE GREASE TRAP TO ENSURE THAT THERE IS SUFFICIENT FALL AND
THAT THE PIPES DO NOT CONFLICT WITH THE SINK LEGS OR LEG BRACING.
MATERIAL SCHEDULE
A. WATER PIPE -- TYPE 'L' COPPER WITH WROUGHT COPPER FITTINGS
AND "NO-LEAD" SOLDER.
C.
B. ALL HOT WATER PIPING SHALL BE INSULATED WITH INSULATION
HAVING AN R- -VALVE OF 4.0
SEWER AND VENT PIPE - BELOW AND ABOVE GRADE INSIDE
BLDG. SERVICE WEIGHT (HUBLESS) CAST IRON SOIL PIPE
AND STAINLESS STEEL COUPUNGS.
D. CONDENSATE DRAIN PIPE - TYPE 'M' COPPER W/ "NO -LEAD' SOLDER.
E. SUPPORT PIPING WITH CLEVIS OR SPLIT RING TYPE PIPE
HANGERS. "PLUMBERS TAPE AND WIRE" NOT PERMITTED.
F. GAS PIPE - SCHEDULE 40 BLACK STEEL WMTT-T MALLEABLE IRON
FITTINGS.
PLUMBING GENERAL NOTES
1. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO THE 2006
EDITION OF THE UNIFORM PLUMBING CODE (IAPMO) AND LOCAL CODES AND AUTHORITIES HAVING
JURISDICTION.
2. PLUMBING QUALITY AND WEIGHTS OF MATERIALS, ALTERNATE METHODS OF CONSTRUCTION SHALL
CONFORM TO CHAPTER 3 OF THE 2006 UNIFORM PLUMBING CODE.
3. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS
WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID AND INSTALLATION OF SYSTEM.
4. ALL PLUMBING FIXTURE LOCATIONS ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO
ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURES, EXACT LOCATIONS, MOUNTING HEIGHTS AND
COLOR.
5. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION.
6. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR TO
COMPLY TO SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING
JURISDICTION.
7. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE HIMSELF WITH
EXISTING CONDITIONS. SUBMITTAL OF BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED
THE SITE.
8. TRAP PRIMERS FOR FLOOR DRAINS AND FLOOR SINKS TO BE INSTALLED AS PER THE 2006 UPC
AND THE LATEST EDITION OF THE AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE 1010)
SIZING AND INSTALLATION REQUIREMENTS.
9. ALL SERVICE WATER HEATING EQUIPMENT TO BE IN COMPLIANCE WITH THE MODEL ENERGY CODE.
REQUIREMENTS AND LABELED.
10. CONTRACTOR TO REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL WASTE, VENT & WATER
CONNECTIONS AT EACH PLUMBING FIXTURE.
11. ALL HOT & COLD WATER PIPING TO BE INSULATED AS PER UPC CODE REQUIREMENTS:
PIPE SIZE INSULATION THICKNESS INSULATION VALUE
1/2 " -1" r R =4.0
1 -1/4" - 4" 1 -1/2" R = 4.0
12. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES.
13. STEEL PLATE SUPPORTS FOR ALL WALL FIXTURES: SUPPORT WITH 3/8" THICK x 8" HIGH STEEL
PLATES RECESSED AND BOLTED TO STUDS AND TAPPED FOR FIXTURE BOLTS. LENGTH OF PLATE
AT LEAST ON STUD BEYOND FIXTURE, UNLESS CARRIERS ARE SPECIFIED.
14. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL
AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.
15. VERIFY EXACT LOCATIONS, AND SIZE OF ALL PIPING TO WHICH CONNECTIONS ARE REQUIRED.
COORDINATE ALL CONNECTIONS WITH THE OWNER'S REPRESENTATIVE
16. ALL CLEAN OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER
CODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS WITH
EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION.
17. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MIN. OF 12 INCHES FROM ANY VERTICAL
SURFACE AND 10 FEET FROM OR TERMINATED 3' -0" ABOVE ANY OUTSIDE AIR INTAKES.
18. ALL PIPING DISCHARGING INTO FLOOR -SINKS AND /OR FLOOR- DRAINS TO HAVE A MIN. AIR -GAP
AS REQUIRED BY LOCAL CODES.
19. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS UNE SIZE UNLESS OTHERWISE INDICATED ON
DRAWINGS.
20. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW -TYPE VALVE AND PRIOR TO
EQUIPMENT CONNECTIONS.
21. ALL EQUIPMENT SHALL. BE LATERALLY SUPPORTED IN ALL DIRECTIONS TO RESIST A LATERAL
MOVEMENT.
22. BEFORE FABRICATION OR INSTALLATION, THIS CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF
ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF
SPECIFICATIONS. EXACT ROUGH -IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN
FIELD.
23. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY WALLS OR FOOTING.
24. THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF
CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID.
25. ALL WASTE AND VENT PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED.
26. ALL VALVES, TRAP PRIMERS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE
CLINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL
27. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE
HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6 ABOVE THE FLOOR TO PROVIDE
CLEARANCE FOR CLEANING. AT WALL OR COLUMN LOCATIONS, PIPING ROUGH -IN SHALL BE
STUBBED IN WALLS WHENEVER POSSIBLE
28. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH AND BE CONSIDERED TO BE A PART OF
SEPARATE AND COMPLETE MECHANICAL SPECIFICATION.
29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL AREAS WHICH
ARE EXCAVATED AND /OR DAMAGED BY HIS OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL
RESTORE TO THEIR ORIGINAL CONDITION ALL AREAS DAMAGED BY HIS OPERATIONS.
30. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL
BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE
SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUTDOWN TIME SHALL BE AT A
TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE.
1. ALL PLUMBING FIXTURES SHALL HAVE EASILY ACCESSIBLE
SHUT -OFF VALVES.
2. ALL HOT WATER PIPES AND DRAIN PIPES EXPOSED BELOW
HANDICAPPED LAVATORIES SHALL BE WRAPPED WITH
INSULATION.
SYMBOL
- -V-
�-IDW
SW
101
111111
Da
FIXTURE
TYPE
ID
NUMBER
LEGEND
SOFT WATER PIPE
PIPE DROP
SHUT-OFF VALVE
DESCRIPTION
(E) COLD WATER SUPPLY PIPE
COLD WATER SUPPLY PIPE
HOT WATER SUPPLY PIPE
(E) SANITARY SEWER PIPE
SANITARY SEWER PIPE
VENT PIPE BELOW GRADE
VENT PIPE ABOVE GRADE
INDIRECT WASTE PIPE
PIPE RISE F EVISIONS
No changes shall be nr ade to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions wi I require a new plan submitta
may include additional plan review fees.
VALVE IN PIPE DKr w
A
PRESSURE REDUCING VALVE
BALANCING VALVE
CONTROL VALVE
CHECK VALVE
WALL CLEAN OUT
FLOOR DRAIN
FLOOR SINK WITH 1/2 GRATE
POINT OF CONNECTION
PLUMBING EQUIPMENT TAG
WATER PIPE SIZING CALCULATIONS
STA11C WATER PRESSURE AVAILABLE BASED ON A FIRE HYDRANT
PRESSURE REPORT PROVIDED BY THE WESTFIELD MALL IS 60 PSIG + /--.
TOTAL FIXTURE UNITS ALLOWANCE = 10 (8 GPM) BASED UPON 2006
U.P.C. TABLE 6 -4 AND APPENDIX 'A'.
STA11C (0.43 X 10' LIFT)
RESIDUAL PRESSURE AT LAST FIXTURE
TOTAL LOSSES
PRESSURE LEFT OVER FOR PIPING LOSSES:
DEVELOPED LENGTH: 100' FEET TO LAST RISER
+ 50% FOR FITTING LOSSES = 150 TOTAL
EQUIVALENT FEET OF STRAIGHT PIPE
4.3 PSI
25 PSI
29.3 PSI
30.7 PSI
30.7 PSI PRESSURE AVAILABLE X 100/150 = 20.5 AVAILABLE PER 100
FT OF PIPING.
SYSTEM PIPE SIZING IS BASED UPON A MAXIMUM PRESSURE DROP OF 8.0
PSI PER 100' OF PIPING, 8.0 FPS MAXIMUM VELOCITY FOR ALL COLD
WATER PIPING AND 5.0 FPS MAXIMUM VELOCITY FOR ALL HOT WATER
PIPING. FOLLOW PIPE SIZING SCHEDULE BELOW ON SMALLER PIPING.
PIPE SIZE SCHEDULE
TYPE L COPPER
SIZE G.P.M. F.T. F.V.
1/2" 5 6
3/4" 12 16
1" 19 28 -
1 1/4" 29 51 12
1 1/2" 40 86 28
2" 72 236 116
2 1/2"
3"
C+J
WASHINGTON STATE LICENSE PENDING
QROF ESS /04/4
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06 P. 6/30/09
1 1 /%h pV
Technical Solutions & Services, Inc.
4000 Valley Blvd., Suite 103
Walnut, CA 91789
t: (909) 598-6067
f: (909) 598 -6089
SEPARAT
REQUIR
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IJ Plu
CI Gas
City of 1
BULDING
PERMIT
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p iping
' ukwila
DIVISION
REVI WED FOR- E
C. , OMPLIANCE
PROVED
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IN
Of Tukwila
DIl1I;I
633 SOUTHCENTER, SEATTLE,
WA 98188
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Permit ,
Mar review approval is subject to mom and om.%sions.
Approval of construction documents does not a1Ehhoriza
the vi Nation of any adopted code or .1-4. _ . Receipt
of approved Field C and ,. ,,,. is : 4 6 , dpi:
Ciy
Data: 7/ / /0
City of Tukwila BUILDING DIVISION
1 4545 VALLEY VIEW AV, SUITE B,
SANTA FE SPRINGS, CA 90670
TUTTI FRUTTI FROZEN YOGURT
RETAI L
PLUMBING
LEGEND, NOTES,
R ECEIVED SCHEDULES AND
CITY OF TUKWILA
J'JL 08100B FLOOR PLAN
PERMIT CENTER
SCALE: AS NOTED DATE: 05/20/08
��Vig10� N01 _ L
Fk05- I �3
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G33 SOUTI SEATTLE, WA
PLAN CHECK CORRECTIONS
PLAN CHECK CORRECTIONS
ISSUE FOR PLAN CHECK
FOR PLAN CHECK
USER: CHECH00110
DRAINAGE
FIXTURE UNITS
CONNECTED
REQUIRED RATE OF
FLOW PER MINUTE,
GALLONS
GREASE RETENTION
CAPACITY,
POUNDS
8
20
40
10
25
50
13
35
70
20
50
100
alma
180 /02 /S
180/90/9
180/60/9
180 /LO /L
REVISIONS /SUBMISSIONS
ISSUE FOR PLAN CHECK
PLAN CHECK CORRECTIONS
PLAN CHECK CORRECTIONS
ISSUE FOR PLAN CHECK
'ON
1
r ' '
N
Cr)
GREASE TRAP SIZING CALCULATION
GREASE TRAP SIZING PER 2006 UPC
G re a se T ra p
Fixture
3 Com p. Sink
Food Prep Sink
Am ount
1
1
D F U (E ach)
6
3
Total DFU
6
3
TOTAL DFU = 9, CORRESPONDING SIZE REQUIRED: 25 GPM WITH GREASE CAPACTIY OF 50 LBS.
GREASE TRAP SIZING CALCULATION
SCALE: NONE
ELECTRIC WATER HEATER DETAIL
SCALE: NONE
SCALE : NONE
SHUT OFF VALVE
3 /4"HOT WATER TO FIXTURE
COMBINATION TEMPERATURE &
PRESSURE REUEF VALVE
3/4 "(OR SAME SIZE AS REIJEF
VALVE OUTLET)COPPER DRAIN
T &P DISCHARGE TO MOP SINK
1/8 "THICK STEEL PLATE WELD TO
ANGLE FRAME 3 "x3 "x 1/4 "FRAME
WELD ALL SEAMS
NOTE PLATFORM, SUSPENSION
AND DRAIN PAN BY G.C.
THERMAL EXPANSION TANK OR
APPROVED EQUALS GALLONS
CW SUPPLY
SHUT --OFF VALVE
„.... ....—GATE VALVE (TYP)
UNION— (TYP)
DRAIN TO MOP SINK
I Lo5
SINKS
P -TRAP
VENT
(AIR INTAKE)
J FLOW CONTROL
FLOW
GREASE TRAP INSTALLATION DETAIL
3 /8 "oxr AT 1/3 OF TOP AND
BOTTOM LONG LEG BOLTS (TYP 4)
SECURE HEATER TO WALL
16 GA. GALV. STEEL DRAIN
PAN — SOLDER ALL SEAMS
1
3- COMPARTMENT
GREASE TRAP
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4000 Valley Blvd., Suite 103
Walnut, CA 91789
t: (909) 598 -6067
f: (909) 598 -6089
VENT
Technical Solutions & Services, Inc.
633 SOUTHCENTER, SEATTLE,
WA 98188
TENANT: KEVIN LEE
1 4545 VALLEY VIEW AV, SUITED,
SANTA FE SPRINGS, CA 90670
TUTTI FRUTTI FROZEN YOGURT
RETAIL
PLUMBING
DETAILS
RECEIVED
CITY OF TUKWILp`
JUL 0 8 2008
PERMIT CENTER
SCALE: AS NOTED DATE: 05/20/08
G33 SOUTNCENTER, SEATTLE, WA
USER: CJTECI-100110