HomeMy WebLinkAboutPermit PG18-0003 - KING COUNTY / METRO TRANSIT DIVISION - NON-POTABLE WEATHER LINE AND NATURAL GAS LINE TO GAS-FIRED OVENKING COUNTY METRO
TRANSIT DIVISION
12100 E MARGINAL WAY S
PG1 8-0003
Parcel No:
Address:
Project Name:
0
City of Tukwila
Q
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.Rov
PLUMBING/GAS PIPING PERMIT
7340600421
12100 E MARGINAL WAY S
Permit Number: PG18-0003
Issue Date: 1/12/2018
Permit Expires On: 7/11/2018
KING COUNTY METRO TRANSIT DIVISION
Owner:
Name:
Address:
Contact Person:
Name:
KING COUNTY -TRANSIT
201 S JACKSON ST #417 , SEATTLE,
WA, 98104
PATRICK FARRELL
Address: 1363 DAWN RIVER DR , WOODLAND,
WA, 98674
Contractor:
Name: STELLAR J CORPORATION
Address: 1363 DOWN RIVER DR, WOODLAND,
WA, 98674
License No: STELUC045J9
Lender:
Name:
Address:
Phone: (360) 518-2128
Phone: (360) 225-7996
Expiration Date: 7/15/2019
DESCRIPTION OF WORK:
INSTALL A NON -POTABLE WEATER LINE AND A NATURAL GAS LINE TO AN INDUSTRIAL GAS-FIRED OVEN. TYING
INTO AN EXISTING WATER LINE AND NATURAL GAS LINE.
Valuation of Work: $12,000.00
Water District: 125
Sewer District: VALLEY VIEW,TUKWILA
Fees Collected: $285.44
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 and agree to the conditions attached to this permit.
Signature: Pes-eL
Print Name:-1/4-t'c`c—lk
Date:
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
2000 GAS PIPING FINAL
8004 GROUNDWORK
O 0
1900 PLUMBING FINAL
9002 ROUGH -IN GAS PIPING
8005 ROUGH -IN PLUMBING
9001 UNDERGROUND
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
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**
King Co Assessor's Tax No.:
Site Address 12100 E Marginal Way S Tukwilla WA 98168 Suite
Number: Floor:__,
New Tenant: 0 Yes R ..No
Tenant Name: King County Metro Transit Division
PRO .TY 0
NameKing County Metro Transit Division
Address: 201 S Jackson St., MS: KSC-TR-0435
City: Seattle
State: WA
Zip: 98104
Name: Patrick Farrell
Address: 1363 Down River Drive
City: Woodland
State: WA
Zip: 98674
Phone: (360) 518-2128 Fax; (360) 225-800'
Email: patrickfarrell@stellarj.com
PLUMBING CO
Company Name: Stellar J Corp
Address: 1363 Down River Drive
City: Woodland
State: WA
zip: 98674
Phone: (360) 518-2128 Fax: (360) 225-8007
Contr Reg No.: STELLJC045J9
Exp Date: 07/03/2018
Tukwila Business License No.: BUS -0998148
Valuation of Project (contractor's bid price): $
12,000
Scope of Work (please provide detailed information):
Install a non -potable water line and a natural gas line to an industrial gas-fired oven. Tying into an existing water line and natural
gas line.
Building Use (per Intl Building Code):
Occupancy (per Int'l Building Code): H-4
Utility Purveyor: Water: King County Water District 125
Motor Vehicle Repair
II: `ApplicationsWorms-ApplicationsOnLiuc12011 Applications lumbingPcrmitApplicationRcviscd8.9-11.docx
Revise -0: August 2011
bh
Sewer
Puget Sound Energy
Page 1 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
Shower, single head trap
Sinks
Rain water system— per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
1
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
Iawn sprinkler backflow
protections (1-5)
Fixture Type
Qty 1
Bidet
Drinking fountain or water
cooler (per head)
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
1
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 tum) diameter or
smaller
Atmospheric -type vacuum
breakers not included is
Iawn sprinkler backflow
protections over 5
a
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
Elxture Type
Qty
hili
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
nailer 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
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 dale of application shall expire by limitation.
The Building Official may grant one extension of time for an additional .period not to ,exceed lRO days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Phunbing 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: ?AI 4,M4.4.4
Date: I /t( (I $
Print Name: c?c,ksrDay Telephone: 2U1 'S t 5d - Z.(2 fC.
Mailing Address: GC -5 0e•,,..111. ver Or.'.Jte V.>EPZ2. t (a.. ' 4 $G.?
City State zip
11:\Appliwlions`rornu-Applications On b
I viAcd: August 2011
hit
Page 2 of 2
Cash Register Receipt
City of Tukwila
i r �` r ,ry'an
PCi1$ 0 s 60 ,,
Credit Card Fee $8.31°
Credit Card Fee
R000.369.908.00.00
0.00
$8.31
GAS $24.31
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PERMIT FEE
R000.322.100.00.00
0.00
$66.30
PLAN CHECK FEE
R000.322.103.00.00
0.00
$24.86
PLUMBING$142.16
PERMIT FEE
R000.322.100.00.00
0.00
$80.58
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PLAN CHECK FEE
R000.322.103.00.00
0.00
$28.43
TECHNOLOGY FEE
,; $ 0.66x
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R13182
R000.322.900.04.00 0.00 $10.66
$285.44
Date Paid: Thursday, January 04, 2018
Paid By: PATRICK FARRELL
Pay Method: CREDIT CARD 496861
Printed: Thursday, January 04, 2018 3:34 PM 1 of 1
CRWSYSTEMS
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
P&IS -6003
Project:
yakx CrueAy itlefrp 1140461+
Type of Inspectior):
F;VVAL
Addrerh:
rzioo E. M 1J", Ss
Date Called:PIPW10
3 -q-ZaK ".1
Special Instructions:
..----0/<-
Date Wanted:
3IZOt
a.rn.,
p.m.
Requester:
Phone No:
LJApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
•
(.245, fi toe.4) ooti leAY
15— r,
Cofts Fliew,L
r
46' Phol-`^- v(A*1 --7A1 "147
p
Piuyvtipikt
InspectorsZ /179..
Date: 3_ tz_ zoie
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
yout: MECHANICAL FLOOR P
2 CSC Elect Shop Oven \M1.01 MECHANICAL FLOOR PLAN.dwg I
eMComponent Supply Con
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177/7/////7
FILE COPY
Permit Irad 11411(67M0112
LOADING DOCKS
Plan review approvCl i
�pprev� of construction documents does not authorize
the violation of any adopted coda or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
By. Cr
EXISTING CRANE
RAIL AND HOIST
NEW SMOKE
CAPTURE SYSTEM
NEW OVEN
7
REVISIONS
No changes shall be rnede to the scone
of work without prior 2 nrrovel of
Tukwila Building Dnrisir ri
NOTE: rev'; ions will r; I!in
i 7L� Z777L '7
r—I f
JII
677Z/t_�/..:rte
7'-2'
PLAN
SCALE: 1/4'=1'-0'
Ii
li
PROVIDE FLOOR STRIPING
AT 3FT CLEARANCE
AROUND NEW EQUIPMENT
S
G12
(71
EXISTING FIRE PULL
STATION, MUST BE
ACCESSIBLE
III
0
S1r I— ; 111
L Rr='-'77-) i ..`. 1 .,-.tet+
:cal
l rc:�l
❑ Plumbing'
C C:s Pip:no
GENERAL NOTES:
1. CONTRACTOR MUST FIELD VERIFY EXISTING
CONDITIONS PRIOR TO CONSTRUCTION WORK.
2. EXISTING UTILITY PIPING IN ROOM NOT SHOWN FOR
CLARITY. REFER TO M5.01 FOR UTILITY PIPING
CONNECTIONS.
3. NEW EQUIPMENT UTILITY AND EXHAUST
CONFIGURATIONS DEPENDENT ON SELECTED MODELS.
SUBMIT CONNECTION SCHEMATICS PRIOR TO
INSTALLATION.
4. OVEN INSTALLATION FOOTPRINT TO BE CONFIRMED BY
FIRST LOCATING OVEN EXHAUST DUCT ROOF
PENETRATION FROM INSIDE ROOM TO PROVIDE
SPECIFIED CLEARANCE USING STRAIGHT DUCT WITH NO
BENDS.
5. NEW EQUIPMENT ACCESSORIES SUCH AS FOLDING OVEN
CART TRACKS AND VENT SYSTEM FLEXIBLE ARM NOT
SHOWN. REFER TO M7.01 AND M7.02 FOR BASIS OF
DESIGN EQUIPMENT.
8. ALL MATERIALS REMOVED DURING CONSTRUCTION
SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND DISPOSED OF OFFSITE IN ACCORDANCE WITH
LOCAL CODES AND ORDINANCES. REFER TO 011000
SUMMARY.
7. ANY UTILITY AND CONDUIT WORK THAT REQUIRES
SHUTDOWN MUST BE DONE ON WEEKENDS IN
COORDINATION WITH PROJECT REPRESENTATIVE.
FLAG NOTE:
1> FURNACE EXHAUST DUCT SHALL BE MINIMUM 3
INCHES CLEARANCE FROM BEAM. FIELD VERIFY
LOCATION OF EXHAUST DUCT FIRST, THEN
LOCATE FURNACE, PER PHOTO DETAIL 1/M5.01
STRUCTURAL NOTE:
OEQUIPMENT ANCHORAGE BY CONTRACTOR AND COMPLY
WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS.
UTILIZE STRUCTURAL EPDXY ANCHOR SUCH AS WL1]
HIT -RE 500 SD AND HAS -R304 SS -RODS. SUBMIT SIGNED
STAMPED DESIGN CALCULATIONS BY WA P.E MINIMUM
TWO WEEKS PRIOR TO INSTALL TO KC REPRESENTATIVE.
SPECIAL INSPECTION REQUIRED. ANCHORS SHALL BE
INSTALLED PER MANUFACTURERS SPECIFICATIONS.
VIEWED FOR
D OMPLIANCE
APP OVED
JAN 10 201B
IBJ
City of Tukwi
BUILDING
PGS a=000s
RECEIVED
CITY OF TUKWILA
JAN 04 2018
PERMIT CENTER
KEYPLAN
v
QI f ''alt
,>,.
�'
DESIGNED:
M. KAPLAN
PROJECT MANAGER:
D. LOWMAN
SCALEDATE
AS NOTED
�
King County
`..'r'.`7
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
MECHANICAL FLOOR PLAN
APRIL 2017
�,�j
{~,i (jl Turcw' i d
DRAWN:
CHECKED:
•ECKED:
J.
J.SMYTH
APPROVED:
ZEL
SITE LOCATION N0
BUILDING
DIVISION
� •
IBISNO-LIZ
NO:
wow ROM -
ONE INCH AT RAl
SHE
1- I
DRAINING NO:
No.
REVISION
BY
APPD
DATE
RECOMME
D. CRIPR
^
CONTRACT NO:
C011l4C17
I
IF NOT ONE INCH SCALE
ACCORDINGLY
SHEET NO: OF17
a
w
.dwg 1 Layout: FLOOR
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W
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N
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(
7'
55.01 �—�—
N8 01
J
1 114'
GAS
V
1'
WATER
25'
(R
85.02
FURNACE
EXHAUST
8'x6
RECTANGULAR
DUCT
FAN STARTER PANEL
PER MANUFACTURER
1
EXHAUST FAN
CRANE
TRANSITIONAL
DUCT FITTINGS
NOT SHOWN -,I
SMOKE CAPTURE ARM
FINISHED FLOOR
2
NEW
OVEN
SECTION
SCALE: 3/8'=1'-0'
GENERAL NOTES:
1. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION
WORK.
2. EXISTING UTILITY PIPING IN ROOM NOT SHOWN FOR CLARITY. REFER TO M5.01 FOR
UTILITY PIPING CONNECTIONS.
3. NEW EQUIPMENT UTILITY AND EXHAUST CONFIGURATIONS DEPENDENT ON SELECTED
MODELS. SUBMIT CONNECTION SCHEMATICS PRIOR TO INSTALLATION.
4. OVEN INSTALLATION FOOTPRINT TO BE CONFIRMED BY FIRST LOCATING OVEN EXHAUST
DUCT ROOF PENETRATION FROM INSIDE ROOM TO PROVIDE SPECIFIED CLEARANCE
USING STRAIGHT DUCT WITH NO BENDS.
5. NEW EQUIPMENT ACCESSORIES SUCH AS FOLDING OVEN CART TRACKS AND VENT
SYSTEM FLEXIBLE ARM NOT SHOWN. REFER TO M7.01 AND M7.02 FOR BASIS OF DESIGN
EQUIPMENT.
6. ALL MATERIALS REMOVED DURING CONSTRUCTION SHALL BECOME THE PROPERTY OF
THE CONTRACTOR AND DISPOSED OF OFFSITE IN ACCORDANCE WITH LOCAL CODES
AND ORDINANCES.
7. DUCTWORK BRACING AND SUPPORTS SHALL BE A SEISMIC RESTRAINT SYSTEM; SHOP
DRAWINGS SHALL BE STAMPED AND SIGNED BY A WA P.E. AS SPECIFIED IN SECTION
233100, SUBMIT TO KC REPRESENTATIVE MIN 4 WEEKS PRIOR TO INSTALL. SHOULD
EXISTING SUPPORTS NOT BE ADEQUATE, NEW SUPPORTS AT CMU WALLS SHALL UTILIZE
THROUGH BOLTING.
'ALL ROOFING SYSTEM SEALING, FLASHING AND REPAIRS TO BE PERFORMED BY KING
COUNTY ROOFING CONTRACTOR. COORDINATE WORK WITH PROJECT
REPRESENTATIVE.
9. OVEN EXHAUST STACK IS PART OF EQUIPMENT PACKAGE; PER SPECIFICATIONS THE
STACK IS CERAMIC LINED (INSULATED), RATED FOR 2300 F INTERNAL TEMPERATURE
WHERE THE EXTERIOR TEMPERATURE REMAINS LESS THAN 100 F; AND DOES NOT
REQUIRE EXPANSION JOINT.
10. ANY UTILITY AND CONDUIT WORK THAT REQUIRES SHUTDOWN MUST BE DONE ON
WEEKENDS IN COORDINATION 1MTH PROJECT REPRESENTATIVE.
REVIEW --u FOR
CODE COMPLIANCE
►' APPROVED
1 JAN 1 0 201:9
City of Tukwila
BUILDING DIV;"i,
RECEIVED
CITY OF TUKWILA
JAN 04 2018
PERMIT CENTER
No.
REVISION
BY
DATE
DESIGNED:
M. KAPLAN
PROJECT MANAGER:
D. LOWMAN
SCALE:
AS NOTED
APPROVED:
LIZ KRENZEL
IBIS NO:
CONTRACT NO:
C01194C17
SITE LOCA
ONE INCH AT FULL
S12E
I '• 1
W NOT ONE INCH. SCALE
ACCORDINGLY
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
FLOOR LEVEL SECTION CUT
DATE
APRIL 2017
DRAWING NO:
M3.01
SHEET NO: OF
8 17
126'
GIRDER
SKYLIGHT
W14x24 (BELOW)
25'-0"
--I
LM
Ul
oi
41
41
)
18±
I
Mixi 0 1
SKYLIGHT]
j
25,'
HV -21
)
7' ±
5,-3"
(REF)
1'-5" EXIST NG FANS
11Fq
F-29
3
T-7" 4'-1"
NEW SMOKE
CAPTURE SYSTEM FAN
1V-4"
0
1T-8" ±
NEW OVEN
EXHAUST
2E4.0"
25'
(REF)
F-32
I
I I
CU -2
L_
•
cv
GENERAL NOTES:
1. CONTRACTOR MUST FIELD VERIFY EXISTING
CONDITIONS PRIOR TO CONSTRUCTION WORK
2. LOCATE OVEN EXHAUST DUCT ROOF PENETRATION
FROM INSIDE ROOM TO PROVIDE SPECIFIED.
CLEARANCE USING STRAIGHT DUCT WITH NO BENDS.
3. ALL ROOFING SYSTEM SEALING, CUTTING, REMOVAL,
FLASHING AND REPAIRS TO BE PERFORMED BY KING
COUNTY ROOFING CONTRACTOR. COORDINATE WORK
WITH PROJECT REPRESENTATIVE.
4. PAINT EXHAUST DUCT TO MATCH EXISTING STACKS ON
ROOF.
REVIEVVE
ODE COM
APPRO
i 1
JAN 10
FOR
LANCE
ED
2018
ROOF PLAN
SCALE: 1/4".1'-0"
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JAN 04 2018
PERMIT CENTER
• KEYPLAN
No.
REVISION
BY
APPD
DATE
DESIGNF_D:
KAPLAN
DRAVM:
V.VALDEZ
CHECKED:
J. SMYTH
PROJECT MANAGER
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS P40:
VOW 11001.1011%
CONTRACT NO:
C011114C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
IF NOT ONE INCH. SCALE
ACCORDINGLY
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
MECHANICAL ROOF PLAN
DATE:
APRIL 2017
DRAWING NO:
M4.01
SHEET NO: OF
7 17
iI 2.jpg; photo detail 3.jpg;
CEILING
CSC PHOTO
DETAIL
SCALE: NONE M3.01
CEILING
CSC PHOTO
DETAIL
SCALE: NONE M3.01
CEILING
CSC PHOTO
DETAIL
SCALE: NONE M3.01
FLAG NOTES
FIELD VERIFY FURNACE LOCATION SUCH THAT THERE IS 2" MINIMUM CLEARANCE BETWEEN EXHAUST DUCT AND
EXISTING GAS PIPE AND ELECTRICAL CONDUIT. EQUIPMENT GAS SUPPLY PIPE TIE-IN LOCATION. IF INSUFFICIENT CLEARANCE,
REROUTE PIPE OR CONDUIT IN COORDINATION WITH PROJECT REPRESENTATIVE.
MODIFY EXISTING LOW PRESSURE AIR PIPING PER PHOTO DETAILS 2 AND 3, TO PROVIDE ? MINIMUM CLEARANCE FROM
FURNACE EXHAUST DUCT.
>NEEDED
DETACH LOW PRESSURE AIR PIPE AT ELBOWS, SHOWN HERE AND PHOTO DETAS. 3. SHIFT THE STRAIGHT PIPE RUN AS
TOWARDS THE WEST WALL TO MATCH EXISTING CONNECTION SHOWN N PHOTO DETAIL 3. SOUTH PIPE RUN
WILL REQUIRE AN ESTIMATED 8"•10" EXTENSION, DIMENSION TO BE FIELD VERIFIED.
DETACH LOW PRESSURE AIR PIPE AT ELBOWS, AS SHOWN HERE AND IN PHOTO DETAI. 2. REMOVE INDICATED
SECTION AND REATTACH STRAIGHT PIPE RUN.
APPROVED
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 10 2018
City of Tukwila
BUILDING DIVISO'
RECEIVED
CITY OF TUKWILA
JAN 04 2018
PERMIT CENTER
KEYPLAN
REVISION
BY
APPD
DATE
DESIGNED:
M. KAPLAN
DRAWN:
V. VALDEZ
CHECKED:
J. SMYTH
RECOMMENDE/�DJ•
D. CRIPPEN.(
•
PROJECT MANAGER
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS NO:
ZION( NEWEST: •
CONTRACT NO:
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
I"
IF NOT ONE INCH, SCALE
ACCORDINGLY
King Comity
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
PHOTO DETAILS
DATE
APRIL 2017
DRAWING NO:
M5.01
SHEET NO: OF
8 17
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EXISTING 1" NG PIPE
11 D4
EQUIPMENT GAS
CONNECTION
DETAIL
SCALE: NTS
1"
1"
EXISTING 1"
WATER SUPPLY
TO EQUIPMENT
TRANSITION FITTING
DEPENDENT ON
PURCHASED EQUIPMENT
1"
3" METER
5 PSIG
0-300 SCFM
10 FT 30
AC 101
12.5 MBH
20 FT
50 FT
AC 103
12.5 MBH
BURNOFF
OVEN 390 MBH
50 FT
NEW
GAS PIPING AND CONNECTED
EQUIPMENT
DIAGRAM >�
SCALE: NTS -
AC 102
17.5 MBH
11
1 x 1/2"
REDUCER
EQUIPMENT WATER
SUPPLY CONNECTION
SCHEMATIC �21
SCALE: NTS
TO EQUIPMENT
EQUIPMENT SCHEDULE
ITEM
BURNOFF OVEN
ROOF EXHAUST
BASIS OF DESIGN
MANUFACTURER
JACKSON
GREENHECK
MODEL •
4404
CUBE 101-4
MECHANICAL
CFM
180
1000
S.P.
N/A
0.25
RPM
N/A
1725
BTUH
390
N/A
GAS SUPPLY
1-10 PSI
WA
WATER SUPPLY
40-60 PSI
N/A
ELECTRICAL
HP
N/A
1/4
VOLTAGE
120
120
PHASE
1
1
FLA
15
6
WEIGHT
LBS
4500
100
OTHER: ROOF FAN BASIS OF DESIGN REQUIRES 14.5" X 14.5" ROOF OPENING
LEGEND:
11
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 1 0 2018
City of Tukwila
BUILDING DMSION
UNION
BALL VALVE
GAS COCK
FLEX CONNECTOR
REDUCER
RECEIVED
CITY OF TUKWILA
JAN 04 2018
PERMIT CENTER
KEYPLAN
r 'r
y�;
DESIGNED:
M. KAPLAN
PROJECT MANAGER:
D. COWMAN
SCALE:
AS NOTEDAPRIL
tgil
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
MECHANICAL DIAGRAMS
AND SCHEDULE
DATE:
2017
DRAWN:
V. VALDEZ
APPROVED:
LIZ KRENZEL
SITE LOCATION NO:
I
lb
'�siqut r„s
CHECKED:
J. SMYTH
IBIS NO:
SOUK 1001110.1001110.-
ONE INCH AT FULL
SPIE
I
DRAWING NO:
M6.01
No.
REVISION
BY
APPD
DATE
RECOMMEN. ,0: '
D. GRIPPE ,
CONTRACT NO:
CO' 117
I
IF NOT ONE INCH, SCALE
ACCORDINGLY
SHEET NO: OF
9 17
CSC ELECTRIC SHOP OVEN PROJECT
CONTRACT C01194C17
TECHNICAL SPECIFICATIONS PROFESSIONAL SEALS
Mika Kaplan, PE
Division 01
Division 02
Division 23
Jeremy Vining, PE
Division 26
r Ls"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 10 218
City of Tukwila
BUILDING DIVISiON
Approved: David Crippen, PE nager, Design & Construction Engineering Section
RECEIVED
CITY OF TUKWILA
PG03.0003
JAN 04 2018
PERMIT CENTER
g/vZ7
SECTION 231123
NATURAL GAS PIPING SYSTEMS
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Description: Work includes natural gas piping and associated appurtenances, materials,
equipment, labor, supervision, tools and items necessary for the construction,
installation, connection, testing and operation of mechanical work. This section applies
to all Division 23 sections.
1.03 CODES AND STANDARDS
A. Regulatory Requirements: Comply with applicable city, county and state codes and
ordinances.
B. Codes and Standards:
1. ANSI LC 1, Standard for Fuel Gas Piping Systems Using Corrugated Stainless Steel
Tubing
2. ANSI 221.24, Connectors for Gas Appliances
3. ANSI Z21.69, Connectors for Movable Gas Appliances
4. ANSI Z21.80, Standard for Line Pressure Regulators
5. International Fuel Gas Code
6. NFPA 54, National Fuel Gas Code
7. FM Global Data Sheet 7-52, Natural Gas and Gas Systems
1.04 SUBMITTALS
A. Comply with requirements in Division 01 and Section 230500.
B. Product Data: Submit manufacturer's technical product data and maintenance data for
the following:
1. Indoor gas piping
2. Valves and gas cocks
C. Testing Reports: Pressure testing records.
PART 2 PRODUCTS
2.01 GENERAL
A. Furnish products of sizes, ratings, and characteristics indicated which comply with
manufacturer's standard materials, design, and construction in accordance with
231123 -1 C01194C17
published product information. Furnish quantity of piping and appurtenances required for
complete installation. Furnish materials and products complying with ASME B31.2 where
applicable with pressure rating on natural gas piping system selected for maximum
design pressures.
2.02 INDOOR NATURAL GAS PIPING
A. Pipe and Fittings:
1. Pipe to be ASTM A106 Gr B seamless
2. All pipe fittings shall be of domestic manufacture in conformance with the following
codes:
a. Cast iron fittings: Not Acceptable
b. Malleable iron fittings: ANSI B16-3
c. Weld end fittings: ANSI B16-9, ASTM A-234
d. Socket weld fittings: ANSI B16.11
e. Copper fittings: ASTM B-32, ANSI B16.22
f. Welded flanges: ASTM -A105; ANSI B16.5
g. Cast copper: B16.18
h. Cast Iron: Not Acceptable
i. Malleable Iron: ASTM A197
j. Malleable Iron Unions: ASME B16.39
3. Grooved Joint Couplings and Fittings: Not acceptable.
4. Teflon Tape on Screwed Connections: Not acceptable.
5. Unions: Use only type approved by UPC and AHJ.
6. Reducing bushings are not acceptable. Pipe diameter change may be accomplished
with bell -type fittings.
7. Flexible Tubing: Type 300 series corrugated stainless steel tubing (CSST) and flame
retardant jacket with compatible mechanical brass fittings acceptable. Comply with
ANSI LC 1, Gastight Division/Titeflex Corp. OmegaFlex® CounterStrike, or Dumont.
8. Flexible Connector: Type 304 braided stainless steel. Screwed, welded, or flanged
ends. CSA approved. UL listed for flammable and combustible gases and liquids.
Rated for 175 psig at 70 F. Comply with ANSI Z21.24 and ANSI Z21.69. Flex -Hose
UltraFuel Flex or approved.
9. Maximum spacing between pipe supports are given in the following table, for steel
pipe to prevent excessive stress: This does not apply where there are concentrated
loads between supports.
Pipe Size
Max. Span/Ft.
Pipe Size
Max. Span/Ft.
1/2"
5
4"
14
3/4"
6
5"
16
1"
7
6"
17
1-1/2"
9
8"
19
2"
10
10"
22
2-1/2"
11
12" over
23
231123 - 2
C01194C17
2.03 VALVES
A. Gas Cocks 2-1/2 Inch and Smaller: 175 psig non -shock WOG, bronze straightway, flat or
square head, threaded ends. Include handle. Nordstrom No. 142, NIBCO, or approved.
B. Gas Cocks 3 Inch and Larger: Not used
2.04 PRESSURE REGULATOR
A. Not used, unless as specified by Manufacturer and provided as integral component of
purchased prefabricated equipment package.
2.05 PIPING SPECIALTIES
A. Not Used
PART 3 EXECUTION
3.01 INSPECTION
A. General: Verify installation conditions as satisfactory to receive work of this section. Do
not install until unsatisfactory conditions are corrected. Beginning work constitutes
acceptance of conditions as satisfactory.
3.02 PREPARATION
A. Field Measurements: Field verify locations of new and existing work prior to commencing
work of this section.
B. Protection: Protect surrounding areas and surfaces to preclude damage from work of
this section.
3.03 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE
A. General: Install, apply, erect, and perform the work in accordance with Article "Quality
Assurance" provisions, specifications, and manufacturer's installation instructions and
directions. Where these may be in conflict, the more stringent requirements govern.
B. Do not cover up or enclose work until inspected and approved. If in non-compliance,
uncover work, remove, and provide new to satisfaction of the King County Project
Representative at no additional cost to King County.
3.04 INDOOR PIPING AND COMPONENT INSTALLATION
A. Comply with NFPA 54 for installation and purging of natural gas piping.
B. Install pipe supports in accordance with MSS SP -69 and this section, whichever is more
stringent.
C. Remove cutting burrs before assembling piping.
231123-3 C01194C17
D. Use sealants which are chemically resistant to natural gas on metal gas piping threads.
Use sealants sparingly, and apply to only male threads of metal joints.
E. Install drip legs in gas piping at equipment connections and where required by code.
F. Install dielectric unions where dissimilar metals are joined.
G. Install piping with 1 inch slope in 60 feet (0.14 per cent) in direction of flow.
3.05 EQUIPMENT CONNECTIONS
A. Connect gas piping to gas-fired equipment item with drip leg, shutoff gas cock, and
flexible connector. Do not conceal components. Install gas valves to allow for easy
access. Comply with equipment manufacturer's installation instructions.
3.06 FLUSHING OF NATURAL GAS PIPING
A. After completion of natural gas piping installation and prior to pressure testing, flush
interior surfaces by injecting dry nitrogen or carbon dioxide into open ends of piping just
prior to making final connections to equipment and utility services. Extend and terminate
discharge piping directly outdoors.
3.07 PRESSURE TESTING
A. Test natural gas piping in accordance with ASME B31.2, local utility requirements and
this section. Coordinate testing with Puget Sound Energy (PSE). Comply with Puget
Sound Energy requirements for gas pipe pressure testing.
3.08 SYSTEMS TRAINING
A. No training is required for this section.
3.09 COMMISSIONING
A. Equipment and systems referenced in this section shall be commissioned per Section
230800. Contractor has specific responsibilities for scheduling, coordination, test
development, testing and documentation. Coordinate commissioning activities with the
Project Representative.
END OF SECTION
231123-4 C01194C17
SECTION 232113
HYDRONIC PIPING
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Section includes pipe and fitting materials and joining methods for the following:
1. Copper tube and fittings.
2. Joining materials.
3. Transition fittings.
4. Dielectric fittings.
1.03 CODES AND STANDARDS
A. Perform work in accordance with requirements in the state in which the work is
performed.
1.04 SUBMITTALS
A. Product Data: For each type of the following:
1. Pipe.
2. Fittings.
3. Joining materials.
1.05 STANDARDS OF QUALITY
A. Steel Support Welding: Qualify procedures and personnel according to
AWS D1.1/D1.1M, "Structural Welding Code - Steel."
B. Pipe Welding: Qualify procedures and operators according to ASME Boiler and Pressure
Vessel Code: Section IX.
1. Comply with ASME 831.9, "Building Services Piping," for materials, products, and
installation.
2. Certify that each welder has passed AWS qualification tests for welding processes
involved and that certification is current.
PART 2 PRODUCTS
2.01 PERFORMANCE REQUIREMENTS
232113 - 1 C01194C17
A. Hydronic piping components and installation shall be capable of withstanding the
following minimum working pressure and temperature unless otherwise indicated:
1. Process Water Piping: 80 psig at 73 deg F.
B. COPPER TUBE AND FITTINGS
1. Drawn -Temper Copper Tubing: ASTM B 88, Type L or ASTM B 88, Type
2. DWV Copper Tubing: ASTM B 306, Type DWV.
3. Grooved, Mechanical -Joint, Wrought -Copper Fittings: ASME B16.22.
4. Grooved -End Copper Fittings: ASTM B 75, copper tube or ASTM B 584, bronze
casting.
5. Grooved -End -Tube Couplings: Rigid pattern unless otherwise indicated; gasketed
fitting.
C. STEEL PIPE AND FITTINGS
Not Used.
D. JOINING MATERIALS
1. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux
according to ASTM B 813.
2. Brazing Filler Metals: AWS A5.8/A5.8M, BCuP Series, copper -phosphorus alloys for
joining copper with copper; or BAg-1, silver alloy for joining copper with bronze or
steel.
E. DIELECTRIC FITTINGS
1. General Requirements: Assembly of copper alloy and ferrous materials with
separating nonconductive insulating material. Include end connections compatible
with pipes to be joined.
PART 3 EXECUTION
3.01 PIPING APPLICATIONS
A. Process water piping, aboveground, NPS 2 and smaller, shall be the following:
1. Type L or Type M, drawn -temper copper tubing, wrought -copper fittings, and
soldered joints.
B. Process water piping, aboveground, NPS 2-1/2 and larger: Not Used
3.02 PIPING INSTALLATIONS
A. Drawing plans, schematics, and diagrams indicate general location and arrangement of
piping systems. Install piping as indicated unless deviations to layout are approved on
Coordination Drawings.
B. Install piping indicated to be exposed and piping in equipment rooms and service areas
at right angles or parallel to building walls. Diagonal runs are prohibited unless
specifically indicated otherwise.
232113 -2 C01194C17
C. Install piping to allow application of insulation and to permit valve servicing.
D. Install piping free of sags and bends, at indicated slopes.
E. Install fittings for changes in direction and branch connections.
F. Select system components with pressure rating equal to or greater than system
operating pressure.
G. Install groups of pipes parallel to each other, spaced to permit applying insulation and
servicing of valves.
H. Install piping at a uniform grade of 0.2 percent upward in direction of flow.
I. Reduce pipe sizes using eccentric reducer fitting installed with level side up.
J. Install unions in piping, NPS 2 and smaller, adjacent to valves, at final connections of
equipment, and elsewhere as indicated.
K. Install shutoff valve immediately upstream of each dielectric fitting.
3.03 DIELECTRIC FITTING INSTALLATION
A. Install dielectric fittings in piping at connections of dissimilar metal piping and tubing.
B. Dielectric Fittings for NPS 2 and Smaller: Use dielectric unions.
C. Dielectric Fittings for NPS 2-1/2 and Larger: Not Used.
3.04 HANGERS AND SUPPORTS
A. Comply with requirements specified in the contract Drawings, and with the requirements
specified herein for maximum spacing of supports,
B. Install the following pipe attachments:
1. Adjustable steel clevis hangers for individual horizontal piping less than 20 feet long.
2. Adjustable roller hangers and spring hangers for individual horizontal piping 20 feet
or longer.
3. Pipe Roller: MSS SP -58, Type 44 for multiple horizontal piping 20 feet or longer,
supported on a trapeze.
4. Spring hangers to support vertical runs.
5. Provide copper -clad hangers and supports for hangers and supports in direct contact
with copper pipe.
C. Install hangers for drawn -temper copper piping with the following maximum spacing and
minimum rod sizes:
1. NPS 3/4: Maximum span, 5 feet; minimum rod size, 1/4 inch.
2. NPS 1: Maximum span, 6 feet; minimum rod size, 1/4 inch.
3. NPS 1-1/4: Maximum span, 7 feet; minimum rod size, 3/8 inch.
232113 - 3 C01194C17
4. NPS 1-1/2: Maximum span, 8 feet; minimum rod size, 3/8 inch.
5. NPS 2 or larger: Not Used,
D. Support vertical runs at roof, at each floor, and at 10 -foot intervals between floors.
3.05 PIPE JOINT CONSTRUCTION
A. Ream ends of pipes and tubes and remove burrs.
B. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before
assembly.
C. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to
tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook,"
using lead-free solder alloy complying with ASTM B 32.
D. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," "Pipe and
Tube" Chapter, using copper -phosphorus brazing filler metal complying with
AWS A5.8/A5.8M.
E. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut
threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and
restore full ID. Join pipe fittings and valves as follows:
1. Apply appropriate tape or thread compound to external pipe threads unless dry seal
threading is specified.
2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or
damaged. Do not use pipe sections that have cracked or open welds.
F. Welded Joints: Construct joints according to AWS D10.12WD10.12, using qualified
processes and welding operators according to "Quality Assurance" Article.
G. Grooved Joints: Assemble joints with coupling and gasket, lubricant, and bolts. Cut or
roll grooves in ends of pipe based on pipe and coupling manufacturer's written
instructions for pipe wall thickness. Use grooved -end fittings and rigid, grooved -end -pipe
couplings.
H. Pressure -Sealed Joints: Use manufacturer -recommended tool and procedure. Leave
insertion marks on pipe after assembly.
3.06 TERMINAL EQUIPMENT CONNECTIONS
A. Sizes for supply and return piping connections shall be the same as or larger than
equipment connections.
B. Install control valves in accessible locations close to connected equipment.
C. Install bypass piping with globe valve around control valve. If parallel control valves are
installed, only one bypass is required.
232113 - 4 C01194C17
3.07 FIELD QUALITY CONTROL
A. Prepare hydronic piping according to ASME 831.9 and as follows:
1. Leave joints, including welds, uninsulated and exposed for examination during test.
2. Provide temporary restraints for expansion joints that cannot sustain reactions due to
test pressure. If temporary restraints are impractical, isolate expansion joints from
testing.
3. Flush hydronic piping systems with clean water; then remove and clean or replace
strainer screens.
4. Isolate equipment from piping. If a valve is used to isolate equipment, its closure
shall be capable of sealing against test pressure without damage to valve. Install
blinds in flanged joints to isolate equipment.
5. Install safety valve, set at a pressure no more than one-third higher than test
pressure, to protect against damage by expanding liquid or other source of
overpressure during test.
B. Perform the following tests on hydronic piping:
1. Use ambient temperature water as a testing medium unless there is risk of damage
due to freezing. Another liquid that is safe for workers and compatible with piping
may be used.
2. While filling system, use vents installed at high points of system to release air. Use
drains installed at low points for complete draining of test liquid.
3. Subject piping system to hydrostatic test pressure that is not less than 1.5 times the
system's working pressure. Test pressure shall not exceed maximum pressure for
any vessel, pump, valve, or other component in system under test. Verify that stress
due to pressure at bottom of vertical runs does not exceed 90 percent of specified
minimum yield strength or 1.7 times the "SE" value in Appendix A in ASME 831.9,
"Building Services Piping."
4. After hydrostatic test pressure has been applied for at least 10 minutes, examine
piping, joints, and connections for leakage. Eliminate leaks by tightening, repairing,
or replacing components and repeat hydrostatic test until there are no leaks.
5. Prepare written report of testing.
END OF SECTION
232113 - 5 C01194C17
gRMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG18-0003 DATE: 01/04/18
PROJECT NAME: KING COUNTYU METRO TRANSIT DIVISION
SITE ADDRESS: 12100 E MARGINAL WAY S
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
VuildefMvisib c.611111
1•10( \ Ck\ii
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator II
PRELIMINARY REVIEW:
Not Applicable E
(no approval/review required)
DA I E,: 01/09/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
E
APPROVALS OR CORRECTIONS: DUE DATE: 02/06/18
Approved
C Approved with Conditions
Corrections Required LJ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
[i]
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use 0110
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
12/18/2013
STELLAR J CORPORATION
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STELLAR J CORPORATION
Owner or tradesperson
Principals
KINGHORN, ROBERT E
Doing business as
STELLAR J CORPORATION
WA UBI No.
601 702 222
1363 DOWN RIVER DR
WOODLAND, WA 98674
360-225-7996
COWLITZ County
Business type
Corporation
Governing persons
ROBERT
E
KINGHORN
JEFFREY WALKER;
JEFF G CARLSEN;
CHERYL SUBASIC;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
STELLJC046J9
Effective — expiration
04/29/1996— 07/16/2019
Bond
LIBERTY MUTUAL INS CO
Bond account no.
23013678
$12,000.00
Received by L&I Effective date
04/12/2010 04/29/2010
Expiration date
Until Canceled
Insurance
Charter Oak Fire Ins Co $1,000,000.00
Policy no.
DT -CO -1 G239362-COF-1
Received by L&I Effective date
06/2812017 07/03/2017
Expiration date
07/03/2018
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
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STELLAR J CORPORATION
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may be recorded by other agencies.
ofaN
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No license violations during the previous 6 year period.
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L&I Account ID
908,480-00
Account is current.
Doing business as
STELLAR J CORPORATION
Estimated workers reported
Quarter 3 of Year 2017 "31 to 50 Workers"
L&I account contact
TO / KRISTINE HATHAWAY (360)902-4811 - Email: HATK2350Ini.wa.gov
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
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No strikes have been Issued against this contractor.
Contractors not allowed to bid
No debarments have been Issued against this contractor.
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
09/26/2016
Inspection no.
317940969
Location
215 NW 36th St
Seattle, WA 98107
Inspection results date
09106/2016
Inspection no.
317941805
Location
28300 Rodendo Beach Drive
Des Moines, WA 98198
Inspection results date
04/06/2016
Inspection no.
317939907
Location
18337 120th Ave
Bothell, WA 98011
Inspection results date
02/06/2012
Inspection no.
315684233
Location
522 South Sam Street
Monroe, WA 98272
No violations
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No violations
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