HomeMy WebLinkAboutPermit PG18-0077 - IMPACT CHARTER SCHOOL - HAND SINK, GREASE TRAP, DRINKING FOUNTAIN, MOP SINK AND HOT WATER TANKIMPACT CHARTER SCHOOL
3438 S 148T" ST
PGI 8-0077
Parcel No:
Address:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: htto://vvww.TukwilaWA.gov
PLUMBING/GAS PIPING PERMIT.
0040001025 Permit Number: PG18-0077
3438 S 148TH ST
Project Name: IMPACT CHARTER SCHOOL
Issue Date: 7/11/2018
Permit Expires On: 1/7/2019
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
SOKA GAKKAI INTERNATIONAL
3438 S 148TH , SEATTLE, WA, 98168
STEVE CARNEY
8706 S 222ND ST, KENT, WA, 98031
STATE MECHANICAL COMPANY
8706 S 222ND ST, KENT, WA, 98031
STATEMC141C7
Phone: (206) 575-7527
Phone: (206) 575-7527
Expiration Date: 9/1/2019
DESCRIPTION OF WORK:
TO PLUMB AND INSTALL: 1 HAND SINK, 1 - 3 COMP SINK, 1 GREASE TRAP, 1 DRINKING FOUNTAIN, 1 MOP SINK &
1 HOT WATER TANK,
Valuation of Work: $14,980,00
Water District: 125
Sewer District: VALLEY VIEW
Fees Collected: $203.54
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Permit Center Authorized Signature:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
Date
2017
2017
2017
2015
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit nd agre to the conditions attached to this permit.
Signature: Date: 7
Print Na (b2�zi7 (get? W1 "4' ,
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
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 gauge.
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: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
8004 GROUNDWORK
1900 PLUMBING FINAL
8005 ROUGH -IN PLUMBING
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Plumbing/Gas Permit No.
Project No..
Date Application Accepted: 0' /rifle
Date Application Expires: 1 a�l ((
IS -0077
(Far office use only)
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: 3438 South 148th St
Tenant Name: Impact Charter School
PROPERTY OWNER
Name: Steve Carney
Name: 3400 S 148TH STREET LLC
Address: 8706 S 222nd St
Address: 3438 S 148TH ST
City:Kent State: WA
City: Tukwila State: WA
Zip: 98168
CONTACT PERSON — person receiving all project
communication
Name: Steve Carney
Address: 8706 S 222nd St
Address: 8706 S 222nd St
Phone: (206) 575-7527 Fax: (206) 575-7529
City:Kent State: WA
Zip: 98031
Phone: (206) 575-7527 Fax: (206)
575-7529
Email: stevec@statemech.net
King Co Assessor's Tax No.:0040001025
Suite Number: Floor: 1
New Tenant: 0 Yes ❑..No
PLUMBING CONTRACTOR INFORMATION'
Company Name: State Mechanical Co
Address: 8706 S 222nd St
City: Kent State: WA Zip: 98031
Phone: (206) 575-7527 Fax: (206) 575-7529
Contr Reg No.: STATEMC 141 C7 Exp Date: 09/01/2019
Tukwila Business License No.: BUS -0101359
Valuation of Project (contractor's bid price): $ 14,980
Scope of Work (please provide detailed information):
To plumb and install: 1 Hand sink, 1: 3 Comp sink, 1 Grease trap, 1Drinking fountain, 1 Mop sink & 1 Hot water tank
Building Use (per Int'l Building Code):
Occupancy (per Intl Building Code):
Utility Purveyor: Water:
H: Applicat ons\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx
Revised: August 2011
bh
Sewer
Page I of 2
•
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
1
Shower, single head trap
Sinks
3
Rain water system — per
drain (inside building)
1
Grease interceptor for
commercial kitchen (>750
gallon capacity)
-y�y
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5)
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler (per head)
1
Lavatory
Urinal
Water heater and/or vent
1
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections over 5
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: _2. z4 i Date: 06/11/2018
Print Name: Steve Camey
Mailing Address: 8706 S 222nd St
H:\ApplicationsTorns-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docs
Rcviscd: August 2011
bh
Day Telephone: (206) 575-7527
Kent WA 98031
City State Zip
Page 2 of 2
Cash Register Receipt
City of Tukwila
DESCRIPTIONS 1 ACCOUNT
PerrnitTRAK
QUANTITY
PAID
$203.54
PG18-0077 Address: 3438 S 148TH ST Apn: 0040001025 $203.54
PLUMBING $195.71
PERMIT FEE
R000.322.100.00.00
0.00
$123.42
PERMIT ISSUANCE BASE FEE
R000.322,100.00.00
0.00
$33.15
PLAN CHECK FEE
R000.322.103.00.00
0.00
$39.14
TECHNOLOGY FEE $7.83
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R14694
R000.322.900.04.00
0.00 $7.83
$203.54
Date Paid: Monday, June 11, 2018
Paid By: STATE MECHANICAL CO
Pay Method: CHECK 12982
Printed: Monday, June 11, 2018 1:59 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Writ. °10077
Project:
/m T eH tvr,i4
Type of Inspection:
t fLU$ Y r FINAL.
Address:
33138 0$ / * S/-.
Date Called:
Special Instructions:
Date Wanted:
8-/
7-48p.m.
a
Requester:
Phone No:
pproved per applicable codes. tl Corrections required prior to approval.
COMMENTS:
�k- f Ow-811`IG- F71•111-1----
Inspector:
'/1 ,1 -1 ----
Inspector:
Date:
n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
XES-007 7
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:
frif#Ver-e/73"27ZR ftli-
Type of Inspection:
Address:
5/c9A S, ''&7/L 6777
Date Called:
Special Instructions:
AO/i$#-"/N "5/NG-
Date Wanted:
-1—/ .5 -/g
a. .
P. •
Requester:
Phone No:
Approved per applicable codes. D Corrections required prior to approval.
COMMENTS: 29/)<-- attig/HG— V/VPOR 036 a)
f)4,a44 8 G.- Rt)G-11
Inspector:
Date:
7-0-18
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Cali, to schedule reinspection.
GB2 FILE
35/50 GPM
grease interceptor
Specification
and Submittal
35"
23"
(58 cm)
(89 cm)
5"
(13 cm)
13-3/4"
(35 cm)
8-3/4"
(22 cm)
City of Tukwila
BUILDING DIVISION
SUBMITTAL
Standard
CORREC ION
LTR#
Location: indoor
Installation: above/below grade
Flow Rates / Grease Capacities:
35 GPM (2.2 L/s) /130.5 lbs. (59.2 kg)
50 GPM (3.2 L/s) /127.6 lbs. (57,9 kg)
Liquid Capacity: 20 gal. (75.7 L)
Approval
Signature:
Weight: 49 lbs. (22.2 kg)
Connections: 4 (100 mm) FPT inlet/outlet
with 4" x 3" (100 mm x 75 mm) FPT finings
Cover: bolted gas/water tight polypropylene
with 450 Ib. load rating, or1,000 Ib. when unit is
buried with FCR1 riser
G19-
Date:
0
7
Company:
RECEIVED
CITY OF TUKWILA
JUL 06 2018
PERMIT CENTER
Options
FCR1 (x1): > 2-1/8° - 12" field cut riser
FCR1 (x2): > 12' - 25' field cut risers
CC1: membrane clamping collar kit
(requires FCR1 riser)
PP1: pumpout port kit
F32: 3' x 2" (75 mm x 50 mm) FPT finings (x2)
Specifying Engineer:
Engineering Firm:
SCHIER
LIFETIME GUARANTEED
GREASE INTERCEPTORS
MODEL NUMBER:
GB2
PART a: 4065-001-01
9500 Woodend Road Edwardsville, KS 66111 Tel 913-951-3300
DESCRIPTION: 35/50 GPM Polyethylene Grease Interceptor
DWG BY: B. Karrer
www schierproducts com
DATE 4/18/2017
ECO:
Copyright 2017 Schier All Rights Reserved
page 1 of 3
SPECIAL PRECAUTIONS
For Ail Schier Great Basin Grease Interceptor Installations
Installation Instructions
Installation instructions and additional components are located inside
the interceptor. Read all instructions prior to installation. This interceptor
is intended to be installed by a licensed plumber in conformance with all
local codes.
When Installing Interceptor Inside
If your dishwashing sink(s) discharges into a floor drain/sink (drain), you
must regulate the flow into the drain to avoid an overflow of water onto
the kitchen floor. This can be done by installing a valve or flow restriction
cap on the sink piping that discharges into the drain. See drawing below
for guidance. For detailed guidance on indirect connections, go to:
http//webtools.schierpr oducts.con/Technical_Data/Indirect_Connections.pdf
Fernco or similar
rubber flow
restriction end cap
Hydrostatic Slabs (or Pressure Slabs)
When installed under a hydrostatic slab (slab designed to withstand
upward lift, usually caused by hydrostatic pressure) interceptor must be
enclosed in a watertight concrete vault. Failure to follow this guidance
voids your warranty.
concrete slab
subject to
hydrostatic pressure
watertight
concrete vault
High Temperature Kitchen Water
If water is entering the interceptor at excessive temperature (over 140° F),
a drain water tempering valve (DTV) must be installed. Most state and
local plumbing codes prohibit water above 140° F being discharged into
the sanitary sewer. Water above 140° F will weaken or deform PVC
Schedule 40 pipe, poly drainage fixtures like interceptors and erode the
coating of cast iron (leading to eventual failure). Failure to follow this
guidance voids your warranty.
fhigh temperature
T effluent ( > 140° F)
Cold water supply line
drain water T'
tempering valve (DTV)
417-1 it -1I' -
Interceptor I
High Water Table Installations
Interceptors and risers are not designed to withstand water table height in
excess of the top of the unit when buried (see figure). If it is possible for this
to occur, install the interceptor and risers in a water -tight concrete vault or
backfill with concrete or flowable fill (wet concrete and flowable backfill
should be poured in stages to avoid crushing the interceptor). At risk areas
include but are not limited to tidal surge areas, floodplains and areas that
receive storm water. Failure to follow this guidance voids your warranty.
Models GB -50, GB -75, and GB -250 that are direct buried in high water
table scenarios must be installed with model AK1 anchor kit or warranty
is void.
max water
table height for
direct burial
SCHIER
LIFETIME GUARANTEED
,i. GREASE INTERCEPTORS
MODEL NUMBER:
GB2
PART u: 4065-001-01
DESCRIPTION: 35/50 GPM Polyethylene Grease Interceptor
DWG BY: B. Karrer
9500 woodend Road Edwardsville, KS 66111 Tel 913-951-3300 www.schierproducts.com
DATE: 4/18/2017
REV:
ECO:
-> Copyright 2017 Schier, All Rights Reserved
page 2 of 3
SPECIFICATION
Notes
1. 4FPT inlet/outlet with 4'x3" FPT fittings.
2. Unit weight - 49 lbs. (wet weight 216 lbs.)
3. Capacities - Liquid: 20 gal.
@35 GPM- Grease:130 lbs. (17.8 gal.)
@50 GPM- Grease: 127 lbs. (17.3 gal.)
4. Built-in flow control.
5. For gravity drainage applications only.
6. Do not use for pressure applications.
7. Cover placement allows full access to tank for proper
maintenance.
8. Vent not required unless per local code.
9. Engineered inlet and outlet diffusers are removable to
inspect/clean piping.
10.Integral air relief / anti -siphon.
Engineer Specification Guide
Schier Great Basinim grease interceptor model #GB2
shall be lifetime guaranteed and made in USA of
seamless, rotationally -molded polyethylene. Interceptor
shall be furnished for above or below grade installation.
Interceptor shall be certified to ASME A112.14.3 (type C)
and CSA 9481.1, with field cut riser system, built-in flow
control, built-in test caps and three outlet options.
Interceptor flow rate shall be 35 or 50 GPM.
Interceptor grease capacity shall be 130 lbs. @ 35 GPM or
127 lbs. @ 50 GPM. Cover shall provide water/gas-tight
seal arid have minimum 450 lbs. load capacity.
Certified Perforniguice
Great BCSinTM hydromechanical grease interceptors are third
party performance -tested and listed by IAPMO to ASME
#A112.14.3 and CSA B481.1 grease interceptor standards and
greatly exceed requirements for grease separation and
storage. They are compliant to the Uniform Plumbing Code, the
National Standard Plumbing Code, the National Plumbing Code
of Canada, and the International Plumbing Code,
35'
Outlet 'X
(Optional)
A
23'
Inlet
Outlet "C"
(Optional)
12 7/16' ---i,
Shown with optional
pumpout port kit
Outlet 'B'
(Standard)
Outlet foot
must face this
direction in all
configurations
TOP VIEW
1
Q of plain end
inlet and outlet 7
0 211/2' Cover
—See Note #10
/I
Engineered inlet
and outlet diffuser
J
6-3/4' invert
1
Static water
line
*7-1/4' invert when using 4'x3' fittings
SECTION A -A
SCHIER
LIFETIME GUARANTEED
GREASE INTERCEPTORS
MODEL NUMBER:
GB2
PART a: 4065-001-01
DESCRIPTION: 35/50 GPM Polyethylene Grease Interceptor
DWG BY: B. Karrer
9500 Wooden(' Road Edwardsville, KS 66111 Tel 913-951-3300 www.schierproducts.com
DATE: 4/18/2017
ECO:
' Copyright 2017 Schier, All Rights Reserved
page 3 of 3
l-3/4'
t...7.
83/4'
i
III
ci
"
0,11
I
Mt
41PAIMIC""
gpormommisma,
Engineered inlet
and outlet diffuser
J
6-3/4' invert
1
Static water
line
*7-1/4' invert when using 4'x3' fittings
SECTION A -A
SCHIER
LIFETIME GUARANTEED
GREASE INTERCEPTORS
MODEL NUMBER:
GB2
PART a: 4065-001-01
DESCRIPTION: 35/50 GPM Polyethylene Grease Interceptor
DWG BY: B. Karrer
9500 Wooden(' Road Edwardsville, KS 66111 Tel 913-951-3300 www.schierproducts.com
DATE: 4/18/2017
ECO:
' Copyright 2017 Schier, All Rights Reserved
page 3 of 3
EXPANSION TANY.
/.
EXISTING TO REMAIN - NO WORK
/IN HATCHED AREA UNLESS
OTHERWISE NOTED
3/4- RELIEF LINE TO
FILL SI2E DRAT
TO MOP SINK
SEISMIC RESTAINTS.
PER UAL
NEW HI -LO
ACCESSIBLE
DRINKING
FOUNTAIN
INFILL FORMER DOOR
OPENING WITH GWB ON
METAL STUDS; ALIGN
WITH ADJACENT.
R -ID RIOGID FOAM
INSULATING PAD
NEW 3 -COMPARTMENT
SINK
HAND WASHING SINK
TIE INTO
EXISTING
CW SYSTEM <c�
WATER HEATER DETAIL
sone: A T
NOTE: THIS ROOM
WILL ALSO BE USED AS THE
SCHOOL HEALTH
ROOM/ NURSES
OFFICE
AS NEEDED.
MOP
SINK
INF LL FORMER DOOR
OPENING WITH GWB ON
METAL STUDS; ALIGN
WITH ADJACENT.
REVISIONS
No changes shall he made to the scope •
of work without prior approval of
Tti!ovila Building Division.
MOTE: Ravisions will require a new plan submittai
and may include additional plan review fees.
TIE INTO
EXISTING
VENT SYSTEM
TIE INTO
EXISTING
HW & CW SYSTEM
TIE INTO
EXISTING
VENT SYSTEM
NEW DRINKING
FOUNTAIN
MODIFIED
EXISTING
DRINKING
FOUNTAIN
ROUGH IN
P .n
Apr
th 3 vi
ON FLOOR
GREASE INTERCEPTOR
MODEL SCH ER GB -2
2" INLET & OUTLET
General Notes
*GREASE
(SIZED
18"x24x14
18144 /
78.55
TWO -MINUTE
29.50
Parma
aview approval
)val of construction
)laticn of any
roved Field
By: ..
Date:
BUILDING
PER
231
x .75
GPM
No.
adopted
Co.y
7
TRAP SIZING CALCULATION
UPC 2015 TABLE
= 6048 x 3 = 18144
= 78.55
= 58.91 LOAD GALLONS
DRAINAGE PERIOD
1014.2.1)
=
omissions.
authorize
Receipt
SEPARATE PERMIT
REQUIRED FOR:
C1 Mechanical
L'ectricat
1 PSI' mbing
l.as Piping
City of Tukwila
BLOWING DIVISION
FILE COPY
%18-0077
is subject to errors and
documents does not
code or ordinance.
: d conditions is acknowledged:
City of Tukwila
DIVISION
1
CORRECTION LETTER #2
7/6/18
No.
Revision/Issue
Date
3 COMP
SINK
SCHIER GB -2
GREASE TRAP
@ 3 COMP SINK
REVIEWED FOR
CODE COMPLIANCE
APPROVED
TIE INTO
EXISTING
SANITARY
SYSTEM
JUL 102018
Firm Name and Address
STATE MECHANICAL
8706 S 222ND ST
KENT, WA 98031
City of Tukwila
BUILDING DIVISION
N
0
N
117
TIE INTO
EXISTING
SANITARY
SYSTEM
CORE ION
LTR#
Project Name and Address
IMPACT CHARTER SCHOOL
3438 SOUTH 148TH ST
TUKWILA, WA 98168
WAND
SINK
HAND
SINK
RECEIVED
CITY OF TUKWILA
JUL 06 2018
PERMIT CENTER
*ALL WTR CLOSET
TO BE 3" WASTE
*ALL DRAINS TO SINKS.
TO BE 2" WASTE
WITH I-1/211 TRAP ARMS
*CLEAN OUTS PER CODE
Project
IMPACT CHARTER
SCHOOL
Sheet
P
. 0
Date
JUNE II, 2018
Scale NONE
July 05, 2018
City of Tukwila
Department of Community Development
STEVE CARNEY
8706 S 222ND ST
KENT, WA 98031
RE: Correction Letter # 2
PLUMBING/GAS PIPING Permit Application Number PG18-0077
IMPACT CHARTER SCHOOL - 3438 S 148TH ST
Dear STEVE CARNEY,
Allan Ekberg, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: LEE SIPE at 206-431-3656 if you have questions regarding these comments.
• (GENERAL INFORMATION NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size;
larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously
submitted.)
"STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the
seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the
work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall
contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a
licensee are a portion of a bound specification document that contains specifications other than that of an
engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents
for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to
be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date"
only not required (WAC 308-12-081).
(BUILDING REVIEW NOTES)
1. Provide a new plan set where all sheets are STAMPED WITH SIGNATURE BY THE DESIGN
PROFESSIONAL, REQUIRED. See general notes above.
2. Provide SPECIFICATIONS AND ELEVATION DETAIL to show the grease interceptor shall be located above
the floor and at a location where it shall be easily serviced. Provide manufacturers installation specifications. Show
the GI is sized for the application, WITH CALCULATION OF SIZING OF GREASE INTERCEPTOR.
Note: Contingent on response to these corrections, further plan review may request for additional corrections.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail
or by a messenger service.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Sincerely,
Bill Rambo
Permit Technician
File No. P618-0077
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
June 20, 2018
City of Tukwila
Department of Community Development
STEVE CARNEY
8706 S 222ND ST
KENT, WA 98031
RE: Correction Letter # 1
PLUMBING/GAS PIPING Permit Application Number PG 18-0077
IMPACT CHARTER SCHOOL - 3438 S 148TH ST
Dear STEVE CARNEY,
Allan Ekberg, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these
comments.
• (GENERAL INFORMATION NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same
size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously
submitted.)
"STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the
seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the
work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall
contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a
licensee are a portion of a bound specification document that contains specifications other than that of an
engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents
for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to
be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date"
only not required (WAC 308-12-081).
(BUILDING REVIEW NOTES)
1. Provide a new plan set where all sheets are stamped with the signature of the design professional. See general
notes above.
2. Provide specifications or elevation details to show the grease interceptor shall be located above or below the
floor and at a location where it shall be easily serviced. Provide manufactures installation specifications. Show the
GI is sized for the application.
Note: Contingent on response to these corrections, further plan review may request for additional corrections.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail
or by a messenger service.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Sincerely,
Bill Rambo
Permit Technician
File No. PGI8-0077
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
°PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG18-0077 DATE: 07/06/18
PROJECT NAME: IMPACT CHARTER SCHOOL
SITE ADDRESS: 3438 S 148 ST
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 2 Revision # after Permit Issued
DEPARTMENTS:
AT C 1'0'1
Building Division III
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
E
(no approval/review required)
DATE: 07/10/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Corrections Required
(corrections entered in Reviews)
Denied
(ie: Zoning Issues)
DUE DATE: 08/07/18
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
12/18/2013
PERMIT COORD COPY 0
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG18-0077 DATE: 06/28/18
PROJECT NAME: IMPACT CHARTER SCHOOL
SITE ADDRESS: 3438 S 148TH ST
Original Plan Submittal
X Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
co rt. -1-s -NI
Building Division pp
Public Works
E
Fire Prevention
Structural
E
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable E
(no approval/review required)
DATE: 07/03/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
fl Approved with Conditions
Corrections Required
(corrections entered in Reviews
Denied
(ie: Zoning Issues)
DUE DATE: 07/31/18
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 1—E. -A
Departments issued corrections: Bldg$ Fire 0 Ping 0 PW 0 Staff Initials:
12118r2013
CPERMIT COORD COPY C)
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG18-0077 DATE: 06/13/18
PROJECT NAME: IMPACT CHARTER SCHOOL
SITE ADDRESS: 3438 S 148TH ST
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
A- CovJ
Building Division II
btf\ MiA
Public Works
Fire Prevention
Structural
Planning Division
LIPermit Coordinator
LI
PRELIMINARY REVIEW:
Not Applicable ri
(no approval/review required)
DATE: 06/14/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
Approved with Conditions
Ell Denied
(corrections entered in Reviews) (ie: Zoning Issues)
DUE DATE: 07/12/18
LI
n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping D PW Staff Initials:
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: 7/6/18 Plan Check/Permit Number: PG18-0077
El] Response to Incomplete Letter #
Response to Correction Letter # 2
LJ Revision # after Permit is Issued
0 Revision requested by a City Building Inspector or Plans Examiner
0 Deferred Submittal #
RECEIVED
CITY OF TUKWILA
JUL 0 6 2018
PERMIT CENTER
Project Name: Impact Charter School
Project Address: 3438 S 148th St
Contact Person: Steve Carney Phone Number: 206-575-7527
Summary of Revlsion:
1) Per conversations with Allen & Lee stamp in N/A. The P1.0 sheetprovided was done in house
by Steve Camey W/ State Mechanical.
2) Please see attached new spec sheet and revised P1.0 sheet. And the grease trap will be installed
above ground & below 3 comp sink.
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: 6t)
Entered in TRAKiT on 07/64 ft.
WAPemiit CenteetTemplatefforms \Revision Submittal Formdoc
Revised: August 2015
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: 6/28/18 Plan Check/Permit Number: PG18-0077
❑ Response to Incomplete Letter #
NX Response to Correction Letter # 1
O Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name: Impact Charter School
Project Address: 3438 S 148th St
Contact Person: Steve Carney Phone Number: 206-575-7527
Summary of Revision:
1) The P1 n sheet provided was done in house by Steve Carney W/ State Mechanical I am not
architect and do not have a stamp.
2) Please see attached spec sheet. And the grease trap will be installed above ground & below 3
comp sink
CITY OF TUKWILA
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision includin ate o rev' nnn %, ,
Received at the Ci of Tukwila Permit Center by:
W li�
City !. r114
ntEntered in TRAKiT on l,L I I D
W:\Permit Center\TemplatesWorms \Revision Submittal Form.doc
Revised: August 2015
STATE MECHANICAL COMPA
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0 Washington State Department of
Labor & Industries
STATE MECHANICAL COMPANY
Owner or tradesperson
Principals
PLATZ, GERRICK D, PRESIDENT
LYNCH, JOHN MICHAEL, VICE PRESIDENT
DEWITT, RALPH E
(End: 12/18/2012)
Doing business as
STATE MECHANICAL COMPANY
WA U91 No.
600 611 697
8706 S 222nd St
KENT, WA 98031
206-575.7527
KING County
Business type
Corporation
Governing persons
JOHN
LYNCH
GERRIK PLATZ;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
PLUMBING
License no.
STATEMC141C7
Effective — expiration
02/27/1986— 09/01/2019
Bond
TRAVELERS CAS & SURETY CO
Bond account no.
200686359
$6,000.00
Received by L&I Effective date
08/14/2001 07/27/2001
Expiration date
Until Canceled
Insurance
Continental Western Ins Co $1,000,000.00
Policy no.
CPA6028803
Received by L&1 Effective date
08/25/2017 08/23/2017
Expiration date
08/23/2018
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