HomeMy WebLinkAboutPermit PG11-107 - JIMMY JOHN'SJIMMY JOHN'S
16864 SOUTHCENTER PY
PG1 1 -107
City Gerukwila
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.Tukwila WA .gov
PLUMBING /GAS PIPING PERMIT
Parcel No.: 2623049129
Address: 16864 SOUTHCENTER PY TUKW
Project Name: JIMMY JOHN'S
Permit Number: PG11 -107
Issue Date: 08/25/2011
Permit Expires On: 02/21/2012
Owner:
Name: PARKWAY SQUARE
Address: C/0 ROSEN PROPERTIES , PO BOX 5003 98009
Contact Person:
Name: MITCH HART
Address: 234 - 5 AV S , EDMONDS WA 98020
Email: mhart @wilcoxconstruction.com
Contractor:
Name: MANZCO PLUMBING
Address: PO BOX 822964 , VANCOUVER WA 98682
Contractor License No: MANZCP *926B8
Phone: 425 774 -4185
Phone: 360 772 -8149
Expiration Date: 02/05/2012
DESCRIPTION OF WORK:
REMODEL EXISTING SPACE TO ADD (2) NEW RESTROOM FACILITIES AND FIXTURES FOR FOOD
PREPARATION. INCLUDES INSTALLATION OF 50 GPM ZURN GREASE TRAP.
Value of Plumbing /Gas Piping:
Fees Collected:
Electrical Service Provided by:
$15,000.00
$383.56
Permit Center Authorized Signature:
I hereby certify that I have read and e
governing this work will be complied
amin
'th,
Uniform Plumbing Code Edition:
International Fuel Gas Code Edition: 2009
2009
Date:
d this permit and know the same to be true and correct. All provisions of law and ordinances
hether specified herein or not.
The grantin of this permit does not pre to give authority to violate or cancel the provisions of any other state or local laws regulating
construction the pi rformance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions
on the back of 's pe t.
Signature:
Print Name:
1 rQ g G. v1 z✓�vv� °�—
Date: 4:31(--9/25 /I
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
PG11 -107 Printed: 08 -25 -2011
• •
PERMIT CONDITIONS
Permit No. PG11-107
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.
13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
The grease trap shall be installed per manufacturer's specifications.
14: These conditions shall be posted in the kitchen area on a 11 "x17" laminated sign in large text
1. Employees are not to discharge fats, oil and grease into the sinks and floor drains.
2. Do not dispose of food or similar materials into the sinks.
3. Do not exceed 140 degrees F water temperature in sinks with grease traps.
4. Before washing hood filter,wipe with paper towels.
5. No washing outside.
6. No grase cutters in sinks and drains.
7. Dry wipe or scrape food from plates, trays, utensils and cookware into the trash before placing in sink.
8. Maintain grease traps on a regular frequency to prevent the build of grease.
9. Dump yellow grease (cooking oil) into a covered container for recycling.
10. Provide proof that the third party contractor is pumping grease trap on a regular frequency.
15: The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least
24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance.
doc: UPC -4/10
PG11-107 Printed: 08 -25 -2011
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
httd://wwwci.tukwila.wa.us
1
Building Permit No.
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
~ loo
12&-11- ‘01
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Site Address: Parkway Square - 16864 Southcenter Pkwy.
Tenant Name:
Jimmy John's
King Co Assessor's Tax No.: 2623049137
Suite Number: Floor: 1
New Tenant: m Yes ❑ ..No
Property Owners Name: Sandwich LLC
Mailing Address: 401 N. Michigan Ave. Suite 1700
Chicago, IL
City
State
60061
Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name: Mitch Hart - Wilcox Construction
Mailing Address: 234 5th Ave. S.
E -Mail Address: mhart@wilcoxconstruction.com
Day Telephone: (425) 774 -4185
Edmonds, WA
City State
Fax Number: (425) 774 -4187
98020
Zip
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: Wilcox Construction
Mailing Address: 234 5th Ave. S.
Contact Person: Mitch Hart
E -Mail Address: mhart@wilcoxconstruction.com
Contractor Registration Number:
Edmonds, WA
City State
Day Telephone: (425) 774 -4185
Fax Number: (425) 774 -4187
98020
Ztp
Expiration Date:
ARCHITECT OF RECORD — All plans must be stamped by Architect of Record
Company Name: Chipman Design Architecture, Inc.
Mailing Address: 1550 N. Northwest Highway, Suite 400
Contact Person: Dana Rizzo
E -Mail Address: drizzo @chipmandesignarch.com
Park Ridge, IL
City State
Day Telephone: (847) 298 -6900
Fax Number: (847) 298 -6966
60068
Zip
ENGINEER OF RECORD — All plans must be stamped by Engineer of Record
Company Name: Abossein Engineering, LLC
Mailing Address: 2100 112th Ave. NE Suite 102
Contact Person: Gary Womack
E-mail Address: gary_womack @abossein.com
H:WpplicationsWorms- Applicanons On Line \2010 Applications 17 -2010 - Permit Application.doc
Revised: 7.2010
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Bellevue, WA
City State
Day Telephone: (425) 462 -9441
Fax Number:
98004
Zip
Page 1 of 6
BUILDING PERMIT INFORMATION — 206- 431 -3670
Valuation of Project (contractor's bid price): $ 150,000.00 Existing Building Valuation: $
Scope of Work (please provide detailed information): Interior tenant finish out for a Jimmy John's sandwich shop.
Includes new interior non - bearing partitions, new equipment and finishes, new restrooms, and new mechanical
d uctwork.
Will there be new rack storage? ❑ Yes
m.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Floor area of accessory dwelling:
Number of Parking Stalls Provided:
Will there be a change in use?
Ye
FIRE PROTECTION/HAZARDOUS MATERIALS:
m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable. combustible or hazardous materials in the building? ❑ Yes No
If "yes', 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.
Compact:
No If "yes ", explain:
Handicap:
AA
H. ApplicationsTorms- Applications On Line120I0 Applicat ons`7 -2010 - Permil Appl ication. doc
Revised: 7 -2010
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Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBCjC
Type of
Occupancy per
Is` Floor
1,397
1,397
II -B
Meri=arThie
2nd Floor
3`d Floor
Floors thru
Basement
Accessory Structure* .
Attached Garage
Detached Garage
Attached Carport '
Detached Carport
Covered Deck, ' •
Uncovered Deck ' '''
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Floor area of accessory dwelling:
Number of Parking Stalls Provided:
Will there be a change in use?
Ye
FIRE PROTECTION/HAZARDOUS MATERIALS:
m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable. combustible or hazardous materials in the building? ❑ Yes No
If "yes', 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.
Compact:
No If "yes ", explain:
Handicap:
AA
H. ApplicationsTorms- Applications On Line120I0 Applicat ons`7 -2010 - Permil Appl ication. doc
Revised: 7 -2010
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Page 2 of 6
PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 -431 -3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name: T.B.D.
Mailing Address:
C tv State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Valuation of Plumbing work (contractor's bid price): $ 15,000
Valuation of Gas Piping work (contractor's bid price): $ 0
Scope of Work (please provide detailed information): Remodel existing space to add two new restroom facilities and
fixtures for food prep.
Building Use (per Int'l Building Code): Restaurant
Occupancy (per Int'l Building Code): B- Business
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
2
Wash fountain
Receptor, indirect waste
Sinks
3
Urinals
Water Closet
2
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)
Grease interceptor for
commercial kitchen ( >750
gallon capacity)
Repair or alteration of
water piping and/or water
treatment equipment
1
Repair or alteration of
drainage or vent piping
1
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
2
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
1
Gas piping outlets
H: \Applications\Forms- Applications On Line \2010 Apphcanons \7 -2010 - Permit Application doc
Revised: 7 -2010
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Page 5 of 6
:PMIT N
APPLICATIONOTES = .Applicable to all permits in this:app
ER lication
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 105.3.2 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).
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: Date: %//9 //
Print Name: A ry si tr 1 S NA2Pf
Mailing Address: 1.11 E. 'row'.5itr•,.,1 04 Tv ST IAI' AlVE1e.uic.t. E
Day Telephone: 3/.2-5i 'I- OSci5
Date Application Accepted:
0-1011
City
Date Application Expires:
H\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc
Revised: 7-2010
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c_ evosil
State Zip
t " t 2 Staff Initials:
Page 6 of 6
CCity 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.TukwilaWA.gov
RECEIPT
Parcel No.: 2623049129 Permit Number: PG11 -107
Address: 16864 SOUTHCENTER PY TUKW Status: APPROVED
Suite No: Applied Date: 07/19/2011
Applicant: JIMMY JOHN'S Issue Date:
Receipt No.: R11 -01861
Initials:
User ID:
Payee:
WER
1655
Payment Amount: $306.85
Payment Date: 08/25/2011 07:44 AM
Balance: $0.00
ANDREW SHARPE (PHONE)
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 03915C
ACCOUNT ITEM LIST:
Description
306.85
Account Code Current Pmts
PLUMBING - NONRES
000.322.103.00.00 306.85
Total: $306.85
doc: Receiot -06 Printed: 08 -25 -2011
City of Tukwila.
1
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
SET RECEIPT
RECEIPT NO: R11 -01504
Initials: JEM
Payment Date: 07/19/2011
User ID: 1165 Total Payment: 1,462.73
Payee: CHIPMAN DESIGN ARCHITECTURE INC.
SET ID: S000001531 SET NAME: JIMMY JOHN'S
SET TRANSACTIONS:
Set Member Amount
D11 -237
EL11 -0650
M11 -100
PG11 -107
TOTAL:
1,283.68
28.88
73.46
76.71
1,283.68
TRANSACTION LIST:
Type Method Description Amount
Payment Check 22500 1,462.73
TOTAL: 1,462.73
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
ELECTRICAL PLAN - NONRES
PLAN CHECK - NONRES
000.322.100
000.345.832.00.0
000.345.830
TOTAL:
58.82
28.88
1,375.03
1,462.73
•
INSPECTION RECORD
Retain a copy with permit
INSP.ECTI0N.NO. PERMIT NO.
pGri -r40
• • CITY OF TUKWILA BUILDING DIVISION
6300. Southcenter Blvd., #100, Tukwila. WA 98188 gr., (206) 431 -367
Permit Inspection Request Line (206) 431 -2451
Pro' ct: R
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Type o Inspection:
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Address:
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Date Called:
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Date Wanted:.
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Requester:
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Approved per applicable codes. Corrections required prior to approval.
i
COMMENTS:
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Inspec or:
IDatei
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REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
c
INSPECTION RECORD
Retain a copy with permit
NSPE ION NO. PERMIT NO.
CITY OF' TUKWILA BUILDING DIVISION
'6300 Southcenter Blvd., #100, Tukwila. WA 98188 p. (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
7/7-./07
Project:• '
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Type of Inspection:
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Address: l
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Date Wanted:.
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Requester:
Phone No:
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Approved per applicable codes. Corrections required prior to approval.
COMMENTS: ..
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SPECTION FEE R QUIRE Prior to next inspection. fee must be
id at 6300 Southcenter Blv,d., Suite 100. Call to schedule reinspection.
4 INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
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Project:
Type of Inspection:
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Phone No:
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Corrections required prior to appro
COMMENTS:
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Date:
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REINSPECTION FEE REQUIRE . Prior to next inspection. fee must 6e
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
4
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INSPECTION RECORD /36 � � �7
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF. TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 ta. (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
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INSPECTION NO.. ; , PERMIT NO.
•CITY :" F 'TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 sk (206) 431 -3670
Permit Inspection'Request Line (206) 431 -2451
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Approved per applicable codes. • corrections required prior to approval.
COMMENTS:.
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Phone No: -4 2-I - I S 7l Q
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COMMENTS:.
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REINSPEC 1ON..FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300.touthcenter Blvd., Suite 100. Call to s hedttle reinspectioni.
1
INSPECTION RECORD
Retain a copy with permit P6ft �� r , ;;
INSPECTI PERMIT Na '��^
CITY OF' TUKWILA BUILDING DIVISION c)-1
6300 Southcenter Blvd., #100, Tukwila. WA 98188 a. (206) 431 -3670
Permit Inspection Request Line (206)43V2451
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Approved per applicable codes.
Corrections required prior to approval.
COMMENT$:
i
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Sute 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
•
.6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
Type of Inspection:
Address:'
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Date Cal ed:
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Special Instructions:
.
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Date Wanted:.
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Phone No: LL Y (n- n / �] — 2 p C
Approved per applicable codes. Corrections required prior to approval.
Inspector:
5
'Date: tO f(5iff
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
.paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
i9'f--107
ES-Sb3
For Non - Health Hazard Applications
Job Name r'r` "/ P PI o 1,� Contractor
Job Location / —32O /34 -71-1 Approval
47a)21 t e <Se 8, j % ( 1 B1Contractor's P.O. No
Representative
Engineer
Approval
LEAD FREE*
Watts No. SD -3
Backflow Preventer for
Carbonated Beverage Machines
Sizes: 1/4 ", %" (8, l Omm)
Series SD3 is a dual check with atmospheric port designed
for the protection of the water supply from carbon dioxide
gas and carbonated water. These substances can flow from
post -mix beverage systems and are very acidic. if the acidic
water comes in contact with copper tubing or copper pipe, it
will cause the leaching of copper salts into the water supply.
The dissolved copper if ingested can cause nausea, abdomi-
nal pain, and in some cases vomiting. The SD3 prevents the
reverse flow of potentially contaminated water into the potable
water supply due to back pressure backflow and is used for
continuous or intermittent pressure conditions. The SD3 atmo-
spheric vent provides a visual indication of failure in the event
that the downstream check fails and system backpressure
exceeds the supply pressure.
The Watts SD3 is recommended for use on Post -Mix
Carbonated Beverage Equipment and dispensing equipment
for tea and coffee.
Features
• Certified to ANSVNSF Standard 18, Manual Food and
Beverage Dispensing Equipment
• ASSE 1022 Approved Dual Check with Atmospheric Vent
• 316 stainless steel body for corrosion resistance
• AU rubber compounds comply with FDA food
additive regulations
• Streamlined body design minimizes pressure loss
and cavitation
• A wide variety of custom end connections are available
• Endurance tested for more than 500,000 pumping cycle
• Atmospheric port provides visual indication of failure of the
second check
• Wye pattern strainer model for water supply installations
'The wetted surface of this product contacted by consumable
water contains less than one quarter of one percent (0.25 %) of
lead by weight.
Available Models
1/4° (8mm) SD3 -MN: Male NFT
W (10mm) SD3 -MN: Male NPT
1/4 (8mm) SD3 -FN: Female NPT
W (10mm) SD3 -FN: Female NPT
1/4° (8mm) SD3 -MF: SAE Male Flare
3A° (10mm) SD3 -MF: SAE Male Rare
W (10mm) SD3- MF -LS: SAE Male Flare, less strainer
Notes The above connections are available as outlet connec -,
tions only. Strainer inlet connection is always Female NPT.
Specifications
Backflow preventer body and adapters are of 316 stainless
steel construction and ail rubber components comply with
FDA food additive regulations. All materials in contact with the
potable water are in compliance with the requirements of the
Safe Drinking Water Act, Public Law 93 -523, National Interim
Primary Drinking Water Regulations. Strainer manufactured
from NSF approved acetal plastic.
Wails product specificaliais in U.S. customary units and metric am approximate and are provided for reference only. Fa precise measurements, 111W
please contact Watts Tedmical Service. Watts rase ves the right to change or modtty product design, construction, specifications, or madials with-
out prior notice and without biamlng any obligation to make such charges and h adons on Watts pmduds previously or subsequently sold
Standards
ASSE 1022
Installation The valve can be installed horizontally or vertically
(flow up or flow down). The valve should be installed so that
the strainer and the valve are accessible for service and main-
tenance. In the event the second check valve becomes fouled,
the vent port opens to atmosphere and water and CO2 Gas
is discharged. Connect a vent discharge line to the vent outlet
of the SD3 and vent to a safe place of disposal with adequate
ventilation in order to prevent personal injury or damage. The
valve should be installed such that water discharge from the
vent will not cause damage to the surrounding equipment or
property.
Important: The device should not be installed inside a wall or
in a concealed location. Copper tubing shall not be used on
the downstream side of the backflow preventer.
Dimensions (approx.)
Pressure/Temperature
Max. Pressure: 150psi (10 bar)
Max. Temperature: 130 °F (54 °C)
Typical Installations
Water Supply Insildlations
Water
SuppIy
Valve SD3 Backflow
1 Preventer
Plastic
Strainer Pipe
Vent Discharge Line
Post Pumping Installations
Valve
r
Water
Sup*
Strainer
Beverage
Dispenser
SD3 MF -LS
Backflow Preventer
Filter
Vent Discharge Line
Carbonator
H2O and CO2 CO2gas in
vented area
Carbonated
Beverage
Dispenser
SIZE (Dili
in mm
PART 3 ASSEMBLY
ORDER CODE
Ut.
A
mm
DIMENSIONS
B
/n mm
C
N
mm
0
m
mm
'A"
8
SD3 -MN
0061652
41/4
114
1'Ae
27
11/4
48
11' /16
43
'A"
8
SD3 -MF
0061653
43%
111
11/16
27
1%
48
111,16
43
1/4"
10
SD3 -MN
0061656
41/4
114
11/16
27
1%
48
11'/16
43
1/4"
10
S03 -MF
0061657
41/4
114
11 /16
27
17%1
48
111 /16
43
1/4'
8
S03 -FN
0061666
41/4
114
11 /16
27
1%
48
111/ie
43
1/4"
10
SD3-FN
0061667
41/4
114
11,16
27
17%
48
11'66
43
*34"
10
SD3 -MF-LS
0061671
2%
67
11 /16
27
—
—
—
—
*For use on post pumping installations only.
Capacity
' /+° (8mm) SD-3
ID'a psi
207 30
E 172 25
C 138 20
103 15
69 10
34 5
0 0
0 .21
0 .8
.41 .68 1
1.5 2.6 3.8
Row
WWA1FS°
1.2
1.5
15
4.6 5.7 6.1
1.8 Opm
&8 tom
W (10mm) SD-3
SiPa pd
207 30
172 25
13820
103 15
69 10
34 5
0 0
E
a
2
1
.25
.95
.61
2.3
Aow
1.7
65
22
8.4
2.4
9.1
25 an
9.5 to
9001 -2000
C R71FleD
A Watts Water Technologies Company
ES-SD3 0940
USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com
Canada: 5435 North Sen4ce Rd., Burlington, ONT. L7L 5117; www.wattscanada.ca
0 Watts 2009
•
r
.ABOSSEIN ENGINEERING, LLC
munlip Mechanical - Electrical - Fire Protection - Civil - LEED - CEM
Date: 08/10/11
Dave Larson
City of Tukwila
6300 Southcenter Boulevard, Suite # 100
Tukwila, WA. 98188
Ref: Permit # PG 11 -107
Dear: Mr. Larson
I have received your comments for Jimmy John's at 16864 Southcenter Parkway, Tukwila
WA. Permit # PG11 -107. The following revisions have been made to the drawings.
1.
Add prep sink, mop sink, floor sink and floor drain to grease trap: The prep sink
drain trough the floor sink has been added to the grease trap. The grease trap sizing
was enlarged accordingly.
Per our phone conversation on 08/09/11 we agreed that the mop sink and floor drain were
not required to drain through the grease trap. These item were not added to the grease trap.
Please contact me, if any additional questions or information is needed.
Dennis Grovenburg
DG/kh
CORRECTION
?GW 107
Main Office: 2100 ll2tb Ave NE, Suite 201, Bellevue, WA 98004 Phone: 425- 462 -9441 / Fag:
260 Petaluma Blvd N., Suite A, Petaluma, CA 94952
829 2nd Street, Suite 2, Mukilteo, WA 98275
728 Broadway, Suite 2B, Tacoma, WA 98402
www.abossein.com
RECEIVED
AUG 12 2011
PERMIT CENTER
425- 462 -9451
J:\211058 \Correspondence\Plbg. Permit Response.doc Page 1 of 1
August 1, 2011
•
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
Mitch Hart
Wilcox Construction
234 5th Av S
Edmonds, WA 98020
RE: Correction Letter #1
Plumbing /Gas Piping Permit Application Number PG11 -107
Jimmy John's —16864 Southcenter Py
Dear Mr. Hart,
This letter is to inform you of corrections that must be addressed before your mechanical 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 Fire
Department has no corrections at this time.
Building Department: Dave Larson at 206 431 -3678 if you have 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 -107
W:\Permit Center\ Correction Letters \2011\PG11 -107 Correction Letter t11.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Tukwila Building Division
Dave Larson, Senior Plan Examiner
Building Division Review Memo
Date: July 29, 2011
Project Name: Jimmy John's
Permit #: PG11 -107
Plan Review: Dave Larson, Senior 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 plans show only the triple sink connected to the grease trap. The prep sink, mop sink,
kitchen floor sinks and kitchen floor drains should also connect to a grease trap. Please revise the
plan to show this and note that your grease trap calculations. will need to be revised and they will
need to be per the 2009 UPC instead of the 2006
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. There are no further comments at this time.
PURPOSE:
The intent of this program is to provide maintenance guidelines for food -use businesses
utilizing a grease trap in place of a grease interceptor so as to minimize health, safety
and environmental concerns.
POLICY:
All businesses utilizing a grease trap in place of a grease interceptor will be required to
contract the services with a grease waste contractor. Each business will have their
grease trap maintained (as per the details below) a minimum of every month. Proof of
service should be kept on -site as well as copies to the City (directly from the contractor).
There shall also be placed on -site a grease trap maintenance log which the contractor
will complete upon each 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. City of Tukwila will be included with a copy of the services by email or fax.
PERMANENT FILE COPY
RiHOl
(W:PW EnR/Other/Mike Cusick/Grease Tray Maintenance Proeraml
gag lc
LIGHT
COMMERCIAL
GT2700 Grease Interceptor
TAG
Dimensional Data (inches and [ mm )) are Subject to Manufacturing Tolerances and Change Without Notice
INLET
G= WIDTH OF BODY OUTLET
GT2700 -4 through GT2700 -50
INLET
G= WIDTH OF BODY
GT2700 -75 & GT2700 -100
OUTLET
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]
81 /4
[210]
191 /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]
GT2700 -25
3
[76]
25
[94]
50
[23]
17
[432]
12
1/2
[318]
26
1/8
[644]
19
7/8
[505]
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] Extension
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: 1-800/906-5060 • 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
P&I1ioi
LIGHT
COMMERCIAL
•
GT2700
Grease Interceptor Installation & Cleaning Instructions
SINKS
VENT
(AIR INTAKE)
ORIFICE
PLATE
VENT
INLET OUTLET
FLOW CONTROL
OPTIONAL
P —TRAP
APPROVED
FLOW
VENT —\
Zurn Light Commercial Series Grease Interceptors #2700 consist of a interceptor rated at
( ) gpm and a properly sized flow control fitting.
INSTALLATION
1. Zurn Light Commercial Grease Interceptors
should be installed as close as possible to the
fixture being served. Always install where there
is easy access for cover removal and cleaning.
2. A flow control must be installed as close as
possible to the underside of the fixture. The
flow control must be installed with the vent or
(air intake) on the downstream side of the orifice
plate. The vent connection is positioned to the
top of the flow control fitting and piped upward
higher than source of water, or to building vent
system
3. It is recommended that a cleanout tee be
installed before the flow control to access the
flow control orifice and clear debris.
4. The cleanout plug should be installed over the
outlet of the interceptor.
5. The interceptor is to be installed using no -hub
couplings.
6. Outlet piping should be connected to the
sanitary drain, and pipe size should be equal
to or larger than the inlet piping. Outlet pipe
should also be vented so the interceptor is not
siphoned.
7. Solid waste should not go into an interceptor.
Food grinder waste and other solids should
be captured in the sink or by a solids interceptor
before reaching the grease interceptor.
Form # JS2 Date: 3/13/09 C.N. No. 99791 Rev. F Page 1 of 2
ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS • 2640 South Work Street • Falconer, NY 14733
Phone: 1-800/906-5060 • Fax: 716/665 -3126 • World Wide Web: www.zurn.com
^
ZURN LIGHT
-
COMMERCIAL
SERIES 2700
INTERCEPTOR
Zurn Light Commercial Series Grease Interceptors #2700 consist of a interceptor rated at
( ) gpm and a properly sized flow control fitting.
INSTALLATION
1. Zurn Light Commercial Grease Interceptors
should be installed as close as possible to the
fixture being served. Always install where there
is easy access for cover removal and cleaning.
2. A flow control must be installed as close as
possible to the underside of the fixture. The
flow control must be installed with the vent or
(air intake) on the downstream side of the orifice
plate. The vent connection is positioned to the
top of the flow control fitting and piped upward
higher than source of water, or to building vent
system
3. It is recommended that a cleanout tee be
installed before the flow control to access the
flow control orifice and clear debris.
4. The cleanout plug should be installed over the
outlet of the interceptor.
5. The interceptor is to be installed using no -hub
couplings.
6. Outlet piping should be connected to the
sanitary drain, and pipe size should be equal
to or larger than the inlet piping. Outlet pipe
should also be vented so the interceptor is not
siphoned.
7. Solid waste should not go into an interceptor.
Food grinder waste and other solids should
be captured in the sink or by a solids interceptor
before reaching the grease interceptor.
Form # JS2 Date: 3/13/09 C.N. No. 99791 Rev. F Page 1 of 2
ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS • 2640 South Work Street • Falconer, NY 14733
Phone: 1-800/906-5060 • Fax: 716/665 -3126 • World Wide Web: www.zurn.com
CR ic
LIGHT
COMMERCIAL
•
GT2700
Grease Interceptor Installation & Cleaning Instructions
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.
Cleaning
All grease interceptors must be cleaned regularly. The frequency of grease removal is dependent upon the
capacity ofthe interceptor and the quantity of grease in waste water. Check interceptordaily until a grease level
of 2" to 3" has been obtained (cleaning level). 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 the inlet, outlet, and air relief ports are clear of obstructions.
Please follow the steps below when cleaning.
1. Remove the center 3/8" Allen bolt lift handle assembly.
2. Remove cover.
3. Clean out remaining grease.
4. Run water into interceptor to flush. Clean out "outlet" chamber by removing cleanout plug and
spraying water down inside.
5. Inspect cover gasket and replace as needed.
6. Replace cover and secure the 3/8" Allen bolt lift handle assembly.
Form # JS2 Date: 3/13/09 C.N. No. 99791 Rev. F Page 2 of 2
ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS ♦ 2640 South Work Street • Falconer, NY 14733
Phone: 1- 8001906 -5060 • Fax: 716/665-3126 ♦ World Wide Web: www.zurn.com
• •
ZURN® Engineered GREASE 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 (PDI).
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
CASKET FLUSH TOP COVER
NO OBSTRUCTIONS
AIR - RELIEF
BY -PASS
PRESSURE EOUALRING &
FLOW DIFFUSING BAFFLE
INLET
F
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 light 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 Row Rate
SIze /GPM
Standard Size
OrNice/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
Z1108/Z1108 -1 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.
AIR INTAKE (VENT) Z1108 Dimensional Data
PLUNGER
PACKING
GLAND
SEAL
•ORIFICE
BODY
A (IP)
B
C
0
1 -1/2
5 -7/16
2 -7/8
3 -13/16
2
5 -7/16
2 -7/8
3 -13/16
3
6 -1/8
4
4 -1/8
4
6 -13/16
5
4 -3/4
Z1108 -L Dimensional Data
NLET
OUTLET
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
DEPTH
INTERCEPTOR SIZE
100
200
300
400
500
600
700
800
'D' 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.
0
/
i
Tit-
i
INLET
F
G - WIDTH OF BODY OUTLET
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 ORNN UNE OF
SINN OR DISHWASHER
lQIL ALL NPSHNG ANDOT -HUB CONNECTORS
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.
PROGRAMMABLE
PUMPING UNIT
Z -1108
FLOW CONTROL
2 -1185
SOLIDS INTERCEP OR
INLET
C - WIDTH OF BODY
ZURN.
OUTLET
CONTAINER
uoU10
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
•
Tukwila Building Division
Dave Larson, Senior Plan Examiner
Building Division Review Memo
Date: July 29, 2011
Project Name: Jimmy John's
Permit #: Pg11 -107
Plan Review: Dave Larson, Senior 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 plans show only the triple sink connected to the grease trap. The prep sink, mop sink,
kitchen floor sinks and kitchen floor drains should also connect to a grease trap. Please
revise the plan to show this and note that your grease trap calcs. will need to be revised and
they will need to be per the 2009 UPC instead of the 2006
Should there be questions concerning the above requirements, contact the Building Division at 206-
431 -3670. No further comments at this time.
• Page 1
•
ifJE I
PLAN REVI
ING SLIP
ACTIVITY NUMBER: PG11 -107 DATE: 08 -12 -11
PROJECT NAME: JIMMY JOHN'S
SITE ADDRESS: 16864 SOUTHCENTER PY
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
bL C 9'
BuildingUivision
Public Works
Fire Prevention
Structural
n
Planning Division
Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
n
DUE DATE: 08-16-11
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 IX1 Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
[i]
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS: DATE:
DUE DATE: 09-13-11
Not Approved (attach comments) n
Permit CenterUse Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
ERMIT COORD COPIA
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: PG11-107
PROJECT NAME: JIMMY JOHN'S
DATE: 07/19/11
SITE ADDRESS: 16864 SOUTHCENTER PY
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTIVIENTIS:
1)1, dmw 1-1,1441
Building Division
CI
4)i\J lic Wor
Fire Prevention
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete n
DUE DATE: 07/21/11
Not Applicable n
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route Nqa Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 08/18/11
Approved P1 Approved with Conditions Not Approved (attach comments)
Notation.
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg N- Fire 0 Ping 0 PW 0 Staff Initials:
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: 5/ ra-/ DO 1 ( Plan Check/Permit Number: P&- (I — 0 7
❑ Response to Incomplete Letter #
Er Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: v c M r1 / J 0 kt-VS
Project Address: 1 (t tc6 L( Se ✓ r;t- 6e-iUVen PA-17 r-Lt l-y
Contact Person: /4'A)D y S H f rr ptr Phone Number: 3 la S7 et C5 S1
Summary of Revision:
Ao.o Prep Sr.,' /Li /D r` Ft er71_ s //or_ /Ft.40 h D/I A-/ ,v
tl (9- /Zefr5c T2
RECEIVED
rvoP TIsOrfut
AUG ,1 2 2011
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including da revisi .-----a
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
H:\Applications\Fonns- Applications On Line\2010 Applications V7-2010 - Revision Submittal.doc
Created: 8- 13.2004
Revised: 7 -2010
Contractors or Tradespeople Printer Friendly Page
1
General /Specialty Contractor
A business registered as a construction contractor with LEI 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 MANZCO PLUMBING UBI No. 602699643
Phone 3607728149 Status Active
Address Po Box 822964 License No. MANZCP'926B8
Suite /Apt. License Type Construction Contractor
City Vancouver Effective Date 1/28/2008
State WA Expiration Date 2/5/2012
Zip 98682 Suspend Date
County Clark Specialty 1 Plumbing
Business Type Corporation Specialty 2 Unused
Parent Company RECON, INC
Business Owner Information
Name
Role
Effective Date
Expiration Date
MANZHURA, MIKHAIL
President
01/28/2008
Amount
MANZHURA, MARGARITA
Vice President
01/28/2008
0351015720
MANZHURA, VLADIMIR
Secretary
03/13/2008
09/15/2009
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
2
PLATTE RIVER INS CO
41115028
01/26/2010
Until Cancelled
$6,000.00
02/05/2010
1
WESTERN SURETY CO
70446928
01/28/2008
Until Cancelled
01/21/2010
$6,000.00
01/28/2008
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
5
FARMERS INS
EXCHANGE
0351015720
01/21/2011
01/21/2012
$1,000,000.00
01/31/2011
4
FARMERS INS
EXCHANGE
0351015720
06/28/2010
06/28/2011
$2,000,000.00
01 /28/2011
3
FARMERS INS
EXCHANGE
0351015720
01/21/2010
01/21/2011
$2,000,000.00
02/05/2010
2
FARMERS INS
EXCHANGE
603905356
01/21/2009
01/21/2010
$1,000,000.00
01/22/2009
1
FARMERS INS
EXCHANGE
603905356
01/21/2008
01/21/2009
$300,000.00
01/28/2008
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
08/25/2011