HomeMy WebLinkAboutPermit M17-0163 - KING COUNTY / METRO TRANSIT DIVISION - FURNACE AND EXHAUST FANKING COUNTY METRO
TRANSIT DIVISION
12100 E MARGINAL WAY S
M17-0163
Parcel No:
Address:
Project Name:
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: http://www.TukwilaWA.gov
MECHANICAL PERMIT
7340600421 Permit Number:
12100 E MARGINAL WAY S COMPLEX
Issue Date:
Permit Expires On:
KING COUNTY METRO TRANSIT DIVISION
M 17-0163
1/4/2018
7/3/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
KING COUNTY -TRANSIT
201 S JACKSON ST #417 , SEATTLE,
WA, 98104
PATRICK FARRELL
1363 DAWN RIVER DR, WOODLAND,
WA, 98674
STELLAR J CORPORATION
1363 DOWN RIVER DR , WOODLAND,
WA, 98674
STELUC045J9
Phone: (360) 518-2128
Phone: (360) 225-7996
Expiration Date: 7/15/2019
DESCRIPTION OF WORK:
INSTALL FURNACE AND EXHAUST FAN
Valuation of Work: $123,977.00
Type of Work: NEW
Fuel type: GAS
Fees Collected: $1,766.56
Electrical Service Provided by: SEATTLE CITY LIGHT
Water District: 125
Sewer District: VALLEY VIEW,TUKWILA
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:
2017
2017
2017
2015
Date: E,' 4-4
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: (2Celae .
Print Name: a� �k (-4" e....\K
Date: (— 4 - /e
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: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
2: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
3: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
4: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
5: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
10: ***MECHANICAL PERMIT CONDITIONS***
11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
12: Manufacturers installation instructions shall be available on the job site at the time of inspection.
13: The special inspections for steel elements of buildings and structures shall be required. All welding shall be
done by a Washington Association of Building Official Certified welder.
17: The oven and installation shall comply with International Fire Code Chapter 30, NFPA 86, the stamped
engineer's drawings and the manufacturers instructions.
14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1800 MECHANICAL FINAL
0701 ROUGH -IN MECHANICAL
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TulcwilaWA.gov
Mechanical Permit No. M 'NA
Project No.
Date Application Accepted: i' /� 11(
Date Application Expires: D 1' X
(For office use only)
MECHANICAL 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
A King Co Assessor's Tax No.:
Site Address: `7. e 1 ' l a>r :t�a� \fia S kw. k 6.14 Suite Number:
Tenant Name:l<it`ct t..04.m_1 n%Aro -Tte.. 4...t Q:o.n New Tenant:
PROPERTY OWNER
Name:
0
G.kr.'(_VL \o.cCk
Address: \363 OOwt% 2:.5t '.JC-.
Name:
\(..(s11
`t`q
(.‘,..h.
t ike_ivv > `cwns4 Q.a:Stoin
Address: J
2t l
S.
1.,_‘‘.s.,
City: �e.4,
e...
State: \.A
Zip:9
$l64.
CONTACT PERSON – person receiving all project
communication
Name:
0
G.kr.'(_VL \o.cCk
Address: \363 OOwt% 2:.5t '.JC-.
City: Vonckk t+.nd. State: W A Zip 41$6784
Phone: eSbO\ Sia - Zkteax.
Email: ("alt r.utt^%,a.:ems`` @. 4es.��c- ;. e.o—
Floor:
❑ Yes ..No
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Address: 13„3 Qe�r. P.:oe.tr OR,`
City: WenaQ`c....s9, State: WA Zip:gta6iii
Phone:kUV\ Z.ZS --?9q4 Fax:
Contr Reg No.:Exp Date:1
7-3-1,:6
Tukwila Business License No.: QV)^0"evLig
Valuation of project (contractor's bid price): $ 0--1”) t q i -7
Describe the scope of work in detail:
-1-4.4-4- 4
L)
Use: Residential: New
Commercial: New
Fuel Type: Electric ❑
Replacement
Replacement
Gas (6 Other:
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Indicate type of mechanical work being installed and the quantity below:
e
ty
Furnace <100k btu
Furnace >100k btu
Floor furnace
Suspended/wall/floor
mounted heater
Appliance vent
Repair or addition to
heat/refrig/cooling
system
Air handling unit
<10,000 cfm
epi
Air handling unit
>10,000 cfm
Evaporator cooler
Ventilation fan
connected to single duct
I
Ventilation system
Hood and duct
Incinerator — domestic
Incinerator —
comm/industrial
,r±
Qi
Fire damper
Diffuser
Thermostat
Wood/gas stove
Emergency generator
Other mechanical
equipment
Boiler/Compressor
Qty
0-3 hp/100,000 btu
Residential, Nighttime
3-15 hp/500,000 btu
Industrial
15-30 hp/1,000,000 btu
55 dB(A)
30-50 hp/1,750,000 btu
57 dB(A)
50+ hp/1,750,000 btu
Commercial
57 dB(A)
47 dB(A)
60 dB(A)
65 dB(A)
Noise:
Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is
created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed.
For more details, see TMC 8.22
District of Sound
Producing Source
District of Receiving Property
' Residential, Daytime*
Residential, Nighttime
Commercial
Industrial
Residential
55 dB(A)
45 dB(A)
57 dB(A)
60 dB(A)
Commercial
57 dB(A)
47 dB(A)
60 dB(A)
65 dB(A)
Industrial
60 dB(A)
50 dB(A)
65 d13(A)
70 dB(A)
*Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays.
A few sounds are exempt from the noise code, including:
• Warning devices;
• Construction and property maintenance during the daytime hours (7am-10pm);
• Testing of backup generators during the day.
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 additional periods not to exceed 90 days each. The extension shall be requested in writing
and justifiable cause demonstrated.. Section 105.3.2 International Building 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: .2P
Date: f511-2
Print Name: 96.4c; c&L Cc C 4 \ Day Telephone: (3(00\ Sl ^ Z..X 7.8
Mailing Address: ( 3 r."...1 A (k.:.ac..c C�tr JL
. H:\Applications\Forms-Applications On Line \2016 Applications\Mcchanical Permit Application Rcviscd 1-4-16.docx
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City State . Zip
Page 2 of 2
Cash Register Receipt
City of Tukwila
p - . ' A . . ' . . A '
PermitTRAK
• 1
$1,766.56
M17-0163 Address: 12100 E MARGINAL WAY S COMPLEX Apn: 7340600421
$1,766.56
Credit Card Fee
$51.45
Credit Card Fee
R000.369.908.00.00
0.00
$51.45
MECHANICAL
$1,649.14
PERMIT FEE
R000.322.100.00.00
0.00
$1,286.16
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PLAN CHECK FEE
R000.322.102.00.00
0.00
$329.83
TECHNOLOGY FEE
$65.97
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R12754
R000.322.900.04.00 0.00
$65.97
$1,766.56
Date Paid: Wednesday, November 08, 2017
Paid By: PATRICK FARRELL
Pay Method: CREDIT CARD 520577
Printed: Wednesday, November 08, 2017 2:30 PM 1 of 1
CISYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
MI7-01473
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:
ptnfc iy MtirD —
T pe of Inspection:
� ,CL tnA.
Inds:
Lit isda
Date Called:
.
12100 E. Marj
6,44 W
Date Wanted: C m,
�{
r
_ " / 7 p.m.
Requester:
-G.4 ECL/Prel4S
Phone No:
3(06 -57g -5796
❑ Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
3 �,i�'�LJ/IGLIiLt
-- jOve r 6141; cwt., Ir, m4- L
Approties
Inspector:
ca
Dates.
8�?_a/SS
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
-----I(r
aZarl&Associates, I nc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Mr7-0/63
PROPRIETARY ANCHOR
& BOLTING INSPECTION
REPORT NO.: 18090HSB031218-JB
DATE: 3/12/2018 CONTRACTOR:
PROJECT #: 06618090
PERMIT #: 17-0163
PROJECT: KC Metro INSPECTOR: Jack Buckley
LOCATION: 12100 E Marginal Way
KA P.M.:
JURISDICTION: Tukwila, Wa
WEATHER: Indoors
TEMP: 70 °
n HIGH STRENGTH BOLTS
ANCHORS Visual El Proof Load fl Torque Test ®✓ Epoxy
ElBolts were not torque tested.
Anchors were not Toad tested.
DA visual inspection was not performed
El NOTES
El DISCREPANCIES
100 % COMPLETE
Dn site for VT of epoxy.
Using detail 1 on 01 and Submittal 13B.
Using Hilti RE500V3, 1829 14 L3, 11/2018.
Using 1/2' all thread with washer and nut.
All holes are a minimal depth of 4".
Nothing follows.
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative:
Bolting Inspection Repon
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
G ,; ;
Effective 9/26/2017
2 , .P'3
lhismoon may not be reproduced in Thy format without the arittcn pamattic itic client and Kan k nAS106111.. Me information prosidW m this repots is prepared fns the exclusiveuse ofthc client. This report indicates oar inspectors oMrnation anti testing mutts basal liteaeMiniuns d 1
contractor aphides, this information is whjM to mins. prim In final sub vmi. By signing this repxl, mu insp0.ua pow, not accept ,espcvstbilit)' Nen lo,oidni by abas m Site.
TYPICAL SECTION AND DETAIL
REFERENCING SYSTEM
(1) THE SECTION IS CUT ON DRAWING A101:
A3.01
SECTION LETTER
ELEVATION LETTER
.01
DRAWING ON WHICH SECTION/ELEVATION
APPEARS.
(2) ON DRAWING M05 THIS SECTION IS IDENTIFIED:
SECTION
SCALE:
SECTION LETTER
DRAWING ON WHICH SECTION WAS
A1.0 TAKEN.
(3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT
THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY
LETTERS.
(4) KEY NOTES IDENTIFIED WITHIN DRAWINGS AS NUMBER IN
TRIANGLE.
DRAWING NUMBERING SYSTEM KEY:
DISCIPIJNE
G GENERAL
S STRUCTURAL
M MECHANICAL
E ELECTRICAL
DESIGNATED CATEGORY
0 GENERAL
1 PLANS
2 ELEVATIONS
3 SECTIONS
4 ENLARGED PLANS
5 DETAILS
6 SCHEDULES 8 DIAGRAMS
8. tom ST.
MAINTENANCE
BUILDING
PROJECT LOCATION
12100 EAST MARGINAL WAY S.
OPERATIONS
BUILDING
BUS ENTRANCE
CONTRACTORS
ENTRANCE
SOUTH
BASE
COMPONENT
SUPPLY AREA
LEGEND
AREA LOCATION
(FOR PROJECTS WITH
MULTIPLE LOCATIONS)
DISCIPLINE
DESIGNATOR "/ / SEQUENTIAL DRAWING NUMBER WITHIN
SEPARATOR DISCIPLINE AND DESIGNATED CATEGORY
LN MAP
p 1
ID AREA OF WORK
FUEL/NASH BUILDING
LOCATION MAP
NOT TO SCALE
WORK AREA
VICINITY MAP
NOT TO SCALE
irk �-
REDMOND
CARNATION
PRESTON
•
SNOQUALMIE
Page Sheet
Number Number
1 G0.01
2 S5.01
3 85.02
4 S5.03
5 M1.01
6 M3.01
7 M4.01
8 M5.01
9 M6.01
10 M7.01
11 M7.02
12 E1.01
13 E1.02
14 E3.01
15 E5.01
16 E6.01
17 E6.02
SHEET LIST
Sheet Title
GENERAL
GENERAL VICINITY MAP, LOCATION MAP, SITE MAP AND SHEET LIST
STRUCTURAL
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
MECHANICAL
MECHANICAL FLOOR PLAN
FLOOR LEVEL SECTION CUT
MECHANICAL ROOF PLAN
PHOTO DETAILS
MECHANICAL DIAGRAMS AND SCHEDULE
BASIS OF DESIGN BURN OFF OVEN FOR REFERENCE ONLY
BASIS OF DESIGN SMOKE CAPTURE SYSTEM FOR REFERENCE ONLY
ELECTRICAL
PARTIAL FIRST FLOOR PLANS
PARTIAL ROOF PLAN
SECTION LOOKING WEST - SECTIONS AND DETAIL
DETAILS
PARTIAL ONE -LINE DIAGRAM
PANEL SCHEDULES
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2011
Citi f 1 Tukwila
BUI „DING Ctl_ L1$ION
MAPLE
VALLEY
Special Inspection Required
PROJECT SITE DESCRIPTION
PARCEL NO: 7340600421
ADDRESS: 12000 EAST MARGINAL WAY S, TUKWILA WA 98168
LEGAL DESCRIPTION: (TAKEN FROM SOUND TRANSITS 2004 GUIDEWAY
EASEMENT ON SOUTH BASE)
THE NORTH 20 ACRES OF THE FOLLOWING DESCRIBED TRACT: PORTIONS
OF THE WEST HALF OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST,
W.M, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
LOTS 22, 23, 24 AND THAT PORTION OF LOT 25 OF BENNETTS INTERURBAN
TRACTS, UNRECORDED, LOTS 17, 18, 19, 20, 21 AND 22 AND THE RIVERSIDE
STONE QUARRY OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT
RECORDED IN VOLUME 10 OF PLATS AT PAGE(S) 74 IN KING COUNTY,
WASHINGTON; AND RIVER STREET AS VACATED BY SUPERIOR COURT
CAUSE NO. 663488, ALL LYING SOUTHWESTERLY OF PRIMARY STATE
HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS
ESTABUSHED BY WARRANTY DEED UNDER KING COUNTY RECORDING NO.
5884778, AND SUPERIOR COURT CAUSE NO. 646846 AND NORTHEASTERLY
OF EAST MARGINAL WAY SOUTH AS ESTABUSHED BY SUPERIOR COURT
CAUSE NOS. 646697, 646848 AND 646939 AND THAT PORTION DEEDED TO
KING COUNTY BY QUIT CLAIM DEED.
GENERAL NOTES
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF
TUKWILA'S CURRENT EDITION OF THE INTERNATIONAL BUILDING
CODE AND THE LATEST EDITION OF THE JURISDICTIONAL
BUILDING CODE AND AMENDMENTS. A COPY OF THE APPROVED
PIAN, MUST BE ON SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
2. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
INDEPENDENTLY VERIFY THE ACCURACY OF ALL BUILDING
UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND
AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT SHOWN
HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
OF THIS PLAN,
3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS
REQUIRED TO PROTECT EXISTING BUILDING UTILITIES,
EQUIPMENT OR BUILT-IN FURNISHINGS REMAINING IN THE
WORK AREA DURING CONSTRUCTION.
4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
LOCATIONS PRIOR TO START OF WORK.
5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF
SITE. COMPLY WITH CONTRACT SPECIFICATIONS.
RECEIVED
COMPONENT SUPPLY T�r OI" 7�KJTIER
ELECTRIC SHOP OVENRMIT CENTER
KING COUNTY
1. All Welding
2. Structural Anchor Install
• Special Inspection will be
and Associates
done by Krazan
- ALGONA
PACIFIC �\
• / RING CO.
CO4 REC LAN
EYP
LTR#
REVISION
DATE
DESIGNED:
M.KAPLAN �t
DRAWN:
V.VALDEZ
CHECKED:
J. SMYTH
RECOMMENE
D. CRIPPE
ED
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS NO:
WORK REQUEST: -
CONTRACT NO.
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
T•
IF NOT ONE INCH, SCALE
ACCORDINGLY
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
DATE:
APRIL 2017
GENERAL VICINITY MAP,
LOCAT ON - P, E MAP
DRAWING NO:
G0.01
SHEET NO: OF
1 17
0
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TYPICALSECTION DETAIL
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AIoiti
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f ■__._. 1•.. s�\\�
OPERATIONS I` ®
echanical G
s
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E
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of Tukwila
IPI DIVISION
GENERAL 0 GENERAL
STRUCTURAL 1 PLANS
MECHANICAL 2 ELEVATIONS
ELECTRICAL 3 SECTIONS
4 ENLARGED PLANS
DETAILS
6 SCHEDULES & DIAGRAMS
�
,,�
BUILDING
q.A
PROJECT LOCATION
12100 EAST MARGINAL WAY S.
o®I
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11
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-
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(2) ON DRAWING A105 THIS SECTION IS IDENTIFIED;
SECTION Lti ttR
SECTION / B DRAWING ON WHICH SECTION WAS
AREA LOCATION!moi®LilEi
(FOR PROJECTS WITH C1.01
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AREA OF WOR i WORK AREA
REVIEWED FO
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SCALE: A1.0 TAKEN.
(3) .DETAILS ARE CROSS-REFERENCED INA SIMILAR MANNER, EXCEPT
THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY
LEIItHS.
(4) KEY NOTES IDENTIFIED WITHIN DRAWINGS AS NUMBER IN
TRIANGLE,
MULTIPLE LOCATIONS) /J
DISCIPLINE
''Tis
1"�
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✓w?
SEQUENTIAL DRAWING NUMBER
vt�/
,410L-
STAFF
APPROVED ;
LOCATION MAP
MAP �, PUEi wesrl BUIWING ��_
DESIGNATOR WITHIN
DISCIPLINE AND DESIGNATED CATEGORY
SEPARATOR
2
u use
`SEC
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PROJECT SITE DESCRIPTIO 1 O U ila GEN RAL NOTES
SHEET LISTg UILDING DIVISI6STRUCTIONSHALLBEINACCORDANCEVJITHTHECITYOF
\/1/ PARCEL NO: 7340600421
I
Page Sheet WILD S CURRENT EDITION OF THE INTERNATIONAL BUILDING
Sheet P lit NO.
.. NgF10M!SR_ CO.
Title.
Number Number CODE AND THE LATEST EDITION OF THE JURISDICTIONAL
ADDRESS: 12000EAST MARGINAL WAY S, TUKWILA WA 98168 -
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GENERAL BUILDING CODE AND AMENDMENTS. A COPY OF THE APPROVED
LEGAL DESCRIPTION:(TAKEN FROM SOUND TRANSITS 2004 GUIDEWAY PLAN, MUST BE ONSITE WHENEVER CONSTRUCTION IS IN
1 G0.01 GENERAL VICINITY MAP, LOCATIONOCATIONMAP,SITEMti� l{ S�Toy� (, Is siE.bs�t 'vt to errors and omissionssEASEMENTONSOUTHBASE)
=�J�
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proval PROGRESS.
STRUCTURALApproval of construction+ 2. IT IS THE SOLE RESPONSIBILITY OFTHE CONTRACTOR TO
2 S5.01 STRUCTURAL DETAILS documents doss not au�honzeTHE NORTH 20 ACRES OF THE FOLLOWING DESGRIBED TRACT: PORTIONS INDEPENDENTLY VERIFY THE ACCURACY OF ALL BUILDING
3 S5.02 STRUCTURAL DETAILSo ordinance. P F THE WEST HALF OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND
the violation of any adop .vd CCS or Receipt, M, IN COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT SHOWN
4 S5.03 STRUCTURAL DETAILS LOTS 2Z,23, 24 AND THAT PORTION OF LOT 25 OF BENNETT'S INTERURBAN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
MECHANICAL of approved Field. Copy and conditions is acknowledged ACTS, UNRECORDED, LOTS 17, 18, 19, 20, 21 AND 22 AND THE RIVERSIDE OF THIS PLAN.
ONE QUARRY OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT
5 M1.01 MECHANICAL FLOOR PLAN RECORDED IN VOLUME 10 OF PLATS AT PAGE(S) 74 IN KING COUNTY, 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS
rI' /1 .A WASHINGTON; AND RIVER STREET AS VACATED BY SUPERIOR COURT REQUIRED TO PROTECT EXISTING BUILDING UTILITIES,
6 M3.01 FLOOR LEVEL SECTION CUT By: � �% 1 /.'k.�YV�.XdQ' f CAUSE NO. 663488, ALL LYING SOUTHWESTERLY OF PRIMARY STATE EQUIPMENT OR BUILT-IN FURNISHINGS REMAINING IN THE
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7 M4.01 MECHANICAL. ROOF PLAN HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS. WORK AREA DURING CONSTRUCTION.
ESTABLISHED BY WARRANTY MEED UNDER KING COUNTY RECORDING NO.
8 M5.01 PHOTO DETAILS Li J �j 5884778, AND SUPERIOR COURT CAUSE NO..646848 AND NORTHEASTERLY 4. THE CONTRACTOR SHALL;FIELD`VERIFY ALL DIMENSIONS AND
Date: �,
WASH'IM1G (8
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9 M6.01 MECHANICAL DIAGRAMS SCHEDULE
10 M7.01 BASIS OF DESIGN BURN OFF OVEN
11 M7.02 BASIS OF DESIGN SMOKE CAPTURE
ELECTRICAL
12 E1.01 PARTIAL FIRST FLOOR PLANS
13 E1.02 PARTIAL ROOF PLAN
14 E3.01 SECTION LOOKING WEST -;SECTIONS
15 E5.01 DETAILS
16 E6.01 PARTIAL ONE -LINE DIAGRAM
OF EAST MARGINAL WAY SOUTH AS ESTABLISHED BY SUPERIOR COURT LOCATIONS PRIOR TO START OF WORK:
46939 D DE"OFF
FOR REFERENCE ONLY CAUSE NOS. 646697, 646848 AND 6AND THAT PORTIONDEEDED TO 5.ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY,
City o 1 1 ukwIla KING COUNTY 8Y QUIT CLAIM DEED: SITE. COMPLY WITH CONTRACT SPECIFICATIONS.
SYSTEM FOR REFERENCE ONLYj Tukwila
BUILDING DIVISION
AND DETAIL CO M P O N E N T SUPPLY CENTER
ONS
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KING COUNTY
MAPdE
CINIT'Tukwila
Bitding Divsion t TUKWILA
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NOTE: Revisions
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additional plan review fees 1 NUV 0 8 2017
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DESIGNED:
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EJECT I• b' R:
D. LOWMAtJ
CALF 1
AS NOTED
is,
King County
Department Of
Transportation'
METRO
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
GENERAL VICINITY MAP,
LOCATION MAP, SITE MAP
AND SHEET LIST
DATE:
APRIL 2017
DRAWN:
V. VALDEZ
APPROVED: SITE. LOCATION: NO:
LIZ KRENZEL
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CHECKED: `
J. SMYTH .J
IBIS NO: ONE INCH AT FULL
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DRAWING NO:
60.01
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BY
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SHEET NO: OF
1 17
1 Layout: 55.01
1 1-
L 3"x3"
4" MIN ROO
MEMBRANE
FLASHING
OVERLAP
29" DIA STEEL BASE FLANGE 3/8"
THICK W/ 23" DIA BOLT CIRCLE
3/16'
3/16'
(2) 3 1/2"
(2) 3 1/2"
3/8" THICK GUSSET
- 8 REQUIRED
TYP - 8 PLACES
STEEL TUBE, 18" O.D. 3/8"
WALL THICKNESS.
SEE NOTE 10
3/16"V
5/8" DIA x 4" STAINLESS
STEEL LAG BOLT & WASHER
; L 3"x3"
DISCHARGE DUCT MOUNTING PLAN VIEW
SCALE: 11/2" = 1'-0"
1/8" THICK BOTTOM<
STAINLESS STEEL
CLOSURE PLATE
SLOPE TO DRAIN
0
16"0 VENT STACK
GALVANIZED STEEL
COMPANION FLANGE FOR
GUY WIRE ATTACHMENT,
SEE DETAIL 3/S5.01
3/16"0 STAINLESS STEEL
CABLE. MIN 2 CLAMPS PER
END
1"x16 GA SS CLAMP W/SS
BOLT, NUT & WASHER
BASE FLANGE.
SEE PLAN VIEW
EXISTING METAL
ROOF DECK.
DISCHARGE DUCT MOUNTING
DETAIL
SCALE: 11/2"=1'-0" -
18" O.D. STEEL
TUBE
2x12 PRESSURE TREATED
WOOD BLOCKING
24 GAGE STAINLESS
STEEL FLASHING
16"0 VENT STACK
1/8" THICK BOTTOM
STAINLESS STEEL
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4" MIN ROOFS 91—
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OVER TOP OF CURB
1/2" 0 x 4" STAINLESS STEEL
LAG BOLTS. 4 EA. SIDE TYP.
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M
3/16"
3/167
(2) 3"
(2) 3"
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2x12 PRESSURE TREATEDa9
WOOD BLOCKING
EXTEND SPECIFIED MEMBRANE"
BASE FLASHING OVER TOP OF CURB
13
v°4
L 3x3x 3/8"X 10' (TYP - 2 PLACES)
NOTCH 2 x12's FOR L 3"x3"
ATTACH L3"X3" TO DECK W/SELF-DRILLING,
SELF-TAPPINGSCREWS @ 8"O.C. (EA. FLUTE)
PRE -DRILL L3"X3 FOR SCREWS-TYP.
BASE FLANGE. SEE
DISCHARGE DUCT
MOUNTING PLAN VIEW
DISCHARGE DUCT MOUNTING
DETAIL
SCALE: 11/2"=1'-0" -
* SEE DETAIL 1/ S5.01 FOR
ADDITIONAL IMFORMATION
SECURE NEW BLOCKING THROUGH
METAL ROOF DECK TO STRUCTURAL
SUPPORT W/ STAINLESS STEEL # 10
SELF -DRILLING, SELF -TAPPING SCREWS
2"x12"
3'-9
STACK SUPPORT PLAN VIEW
SCALE: 11/2" =
CONSTRUCTION NOTES:
1. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDER IN ACCORDANCE WITH WABO
AND AWS STANDARDS. PERIODIC SPECIAL INSPECTION IS REQUIRED.
2. STEEL PLATES, SHAPES AND BARS SHALL BE ASTM A36.
3. STAINLESS STEEL SHEET, STRIP AND PLATE SHALL BE ASTM A240 OR ASTM 666, TYPE 304.
4. FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE, TYPE 304, COMPLYING WITH
ASTM B633 OR ASTM F1941.
5. 3/16" EHS GUY WIRE CABLE SHALL BE STAINLESS STEEL AND MEET ASTM A-492. PROVIDE
STAINLESS STEEL JAW -EYE TURNBUCKLE, THIMBLE AND TWO CABLE CLIPS SPACED 6-12 INCHES
AT ROOF END. PROVIDE STAINLESS STEEL SHACKLE, THIMBLE, AND TWO CABLE CLIPS SPACED
6-12 INCHES AT STACK END.
6. WHERE NEW BLOCKING IS INSTALLED, ATTACHMENT SYSTEM TO THE EXISTING STRUCTURE SHALL
BE AS SHOWN PER THE DRAWINGS, PER THE PROJECT SPECIFICATIONS AND AS APPROVED BY
THE KING COUNTY PROJECT REPRESENTATIVE.
7. FAN SUPPORT PLATFORM DIMENSIONS GIVEN ARE FOR BASIS OF DESIGN FAN. VERIFY FAN
DIMENSIONS PRIOR TO START OF WORK, AND ADJUST AS NECESSARY AND AS APPROVED BY THE
KING COUNTY PROJECT REPRESENTATIVE.
8. CONTRACTOR REQUIRED TO SUBMIT AS-BUILTS WITHIN 1 MONTH OF PERFORMING WORK.
ALL ROOFING SYSTEM SEALING, FLASHING AND REPAIRS TO BE PERFORMED BY KING COUNTY
ROOFING CONTRACTOR. ALL ROOFING MATERIALS SHALL BE PER WARRANTY AND APPROVED BY
PROJECT REPRESENTATIVE. COORDINATE WORK WITH PROJECT REPRESENTATIVE.
10. HOT DIP GALVANIZE ASSEMBLY AFTER FABRICATION, PER ASTM A123.
ROOFING NOTES:
1. SUBMIT ROOFING MATERIAL. PRODUCT DATA AND CONFIGURATION DETAILS FOR REVIEW AND
9L BY".KC./ME7" a STRUCTURAL/ARCHITECTURAL, MINIMUM 2 WEEKS PRIOR TO
REVIEFEL9INPOW.
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
SIMPSON HGA10 ANGLE
TYP-10 PLACES. INSTALL
W/ SIMPSON SDS 1/4
FASTENERS PER
MANUFACTURES DIRECTION
12'-0"
Yi1-17A
A
DISCHARGE DUCT SIDE VIEW GUY WIRE- 3@ 120"
DETAIL NUV 0 8 2017
SCALE: 3/8" = 1'-0" 55.01
PERMIT CENTER
HIMEMEMIS i
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DESIGNED:
R. KNUTTGEN
(3) #10 x3" STAINLESS STEEL �•R
DECK SCREW-TYP
SCALE:DATE:
AS NOTED
KingCount
Department of y
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
STRUCTURAL DETAILS
APRIL 2017
Q$
Li
3'-9
STACK SUPPORT PLAN VIEW
SCALE: 11/2" =
CONSTRUCTION NOTES:
1. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDER IN ACCORDANCE WITH WABO
AND AWS STANDARDS. PERIODIC SPECIAL INSPECTION IS REQUIRED.
2. STEEL PLATES, SHAPES AND BARS SHALL BE ASTM A36.
3. STAINLESS STEEL SHEET, STRIP AND PLATE SHALL BE ASTM A240 OR ASTM 666, TYPE 304.
4. FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE, TYPE 304, COMPLYING WITH
ASTM B633 OR ASTM F1941.
5. 3/16" EHS GUY WIRE CABLE SHALL BE STAINLESS STEEL AND MEET ASTM A-492. PROVIDE
STAINLESS STEEL JAW -EYE TURNBUCKLE, THIMBLE AND TWO CABLE CLIPS SPACED 6-12 INCHES
AT ROOF END. PROVIDE STAINLESS STEEL SHACKLE, THIMBLE, AND TWO CABLE CLIPS SPACED
6-12 INCHES AT STACK END.
6. WHERE NEW BLOCKING IS INSTALLED, ATTACHMENT SYSTEM TO THE EXISTING STRUCTURE SHALL
BE AS SHOWN PER THE DRAWINGS, PER THE PROJECT SPECIFICATIONS AND AS APPROVED BY
THE KING COUNTY PROJECT REPRESENTATIVE.
7. FAN SUPPORT PLATFORM DIMENSIONS GIVEN ARE FOR BASIS OF DESIGN FAN. VERIFY FAN
DIMENSIONS PRIOR TO START OF WORK, AND ADJUST AS NECESSARY AND AS APPROVED BY THE
KING COUNTY PROJECT REPRESENTATIVE.
8. CONTRACTOR REQUIRED TO SUBMIT AS-BUILTS WITHIN 1 MONTH OF PERFORMING WORK.
ALL ROOFING SYSTEM SEALING, FLASHING AND REPAIRS TO BE PERFORMED BY KING COUNTY
ROOFING CONTRACTOR. ALL ROOFING MATERIALS SHALL BE PER WARRANTY AND APPROVED BY
PROJECT REPRESENTATIVE. COORDINATE WORK WITH PROJECT REPRESENTATIVE.
10. HOT DIP GALVANIZE ASSEMBLY AFTER FABRICATION, PER ASTM A123.
ROOFING NOTES:
1. SUBMIT ROOFING MATERIAL. PRODUCT DATA AND CONFIGURATION DETAILS FOR REVIEW AND
9L BY".KC./ME7" a STRUCTURAL/ARCHITECTURAL, MINIMUM 2 WEEKS PRIOR TO
REVIEFEL9INPOW.
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
SIMPSON HGA10 ANGLE
TYP-10 PLACES. INSTALL
W/ SIMPSON SDS 1/4
FASTENERS PER
MANUFACTURES DIRECTION
12'-0"
Yi1-17A
A
DISCHARGE DUCT SIDE VIEW GUY WIRE- 3@ 120"
DETAIL NUV 0 8 2017
SCALE: 3/8" = 1'-0" 55.01
PERMIT CENTER
C •
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1 t+ R ';078 '
DESIGNED:
R. KNUTTGEN
PROJECT MANAGER:
D. COWMAN
SCALE:DATE:
AS NOTED
KingCount
Department of y
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
STRUCTURAL DETAILS
APRIL 2017
Q$
Q
DRAWN:
./ANDERSON
APPROVED:
LIZ KRENZEL
SITE LOCATION NO:Ull
A
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CHECKED:
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IBIS NO:
WORK �, 6,:. •
ONE INCH AT FULL
SIZE
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ING NO:
D�wS5.01
No.
REVISION
BY
APP'D
DATESOXAL,
RECOMMENDEDi�CONTRACTNO:
D. CRIPPEr,/
C01194C17
IF NOT ONE INCH, SCALE
ACCORDINGLY
SHEET NO: OF
2 17
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Center \-1128432 CSC Elect Shop Oven \S5.01 DETAILS—REV 3-2017\S5.01 DETAILS_rev LSA.dwg I Layou
SET 1/2"X4"SS LAG
BOLTS IN SEALANT
NEOPRENE PAD
3/4" EXTERIOR
GRADE PLYWOOD
MEMBRANE BASE
FLASHING
v
SIMPSON HBGA10 W/SIMPSON
SDS 1/4" FASTENERS PER
MANUFACTURE'S DIRECTIONS.
TYP-18 PLACES.
L 3x3x3/8" X 4'-6"
1/2 " 0" SS BOLTS W/ STAINLESS
STEEL CUT WASHERS & NUTS.
TYP-12 PLACES.
FAN SUPPORT PLATFORM
SECTION (T
SCALE: NONE S5.02
2'-6"
OR AS REQ'D
(3) 2 x12(VERTICAL)
0
0
is/
0
a
I
L— (3) 2 x12(VERTICAL)
(5) #10 x3 STAINLESS STEL
DECK SCREWS -TYP
FAN SUPPORT PLAN VIEW
SCALE: 11/2" =
R-21 INSULATION AND
COVER BOARD, EQUAL
TO ADJACENT EXISTING,
TO CLOSE OPENING
VIBRATION ISOLATOR (TYP), PER FAN
EQUIPMENT MANUFACTURER
24 GAGE STAINLESS STEEL COVER WITH
RECEIVER FOR COUNTERFLASHING
i
HIGH -DOMED, CAPPED, GASKETED
FASTENERS (APPROX 18" OC)
REMOVABLE STAINLESS STEEL
COUNTERFLASHING
FASTENERS APPROX 8" OC
EXTEND FIELD PLIES TO TOP OF
CURB, (NOT SHOWN FOR CLARITY)
NEW CANT
MEMBRANE BASE FLASHING a
(8" MIN HEIGHT)
ROOF MEMBRANE
SECURE NEW PRESSURE
TREATED 2"x12" BLOCKING
THROUGH METAL ROOF
DECK TO STRUCTURAL
SUPPORT
SIMPSON HBGA10 W/SIMPSON
SDS 1/4" FASTENERS PER
MANUFACTURE'S DIRECTIONS.
TYP-18 PLACES.
L 3x3x3/8" X 1'-6" BELOW
(TYP - 2 PLACES)
1/2 " 0" STAINLESS STEEL BOLTS W/
STAINLESS STEEL WASHERS & NUTS.
TYP-12 PLACES.
L 3x3x3/e" X 4'-6" BELOW
(TYP - 2 PLACES)
CONSTRUCTION & ROOFING NOTES:
1. ALL NOTES ON S5.01 ARE APPLICABLE.
24 GA STAINLESS STEEL STORM
COLLAR FLASHING, LAP & SEAL
@ JOINT
24 GA STAINLESS STEEL
FLASHING. LAP MIN 1",
RIVET & SEAL
JOIN PRESSURE TREATED
WOOD BLOCKING VVITH Y4 "X 2Y2
LONG STAINLESS STEEL SCREWS
4" MIN OVERLAP BASE
FLASHING MATERIAL
EXISTING
METAL ROOF
DECK
CUT EXISTING
INSULATION TO
ACCOMMODATE
NEW BLOCKING
3" GALVANIZED STANCHION
SEALANT ALL AROUND
1"x 16 GA SSCLAMPW/
SS BOLT, NUT & WASHER
1 1/4" LONG STAINLESS
STEEL SCREWS W/
ji
NEOPRENE WASHERS @
8" OC, 2 MIN PER SIDE
Y2" STAINLESS STEEL BOLT
W/ NUTS & WASHERS
(TYP - 4 PER PLATE)
NOTE:
43', —
���IIIIII 2
L 3x3x3/8" X 3'-0"
(TYP - 2 PLACES)
11Y"x11Yd'xYYa" STEEL PLATE.
INSTALLATION OF
TYPICAL STANCHION
DETAIL
SCALE: 3"=1'-0" -
REVIEWED FOR
1. HOT DIP GALVANIZED BASE PLATE AND VERTCODE COMPLIANCE
TUBE PER ASTM A123 AFTER FABRICATION APPROVED
2. SEE STANCHION DETAIL 1/E5.01
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TIJ KWILA
NUV 0 8 2017
PERMIT CENTER
A
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DESIGNED:
R. KNUTTGEN
PROJECT MANAGER:
D. COWMAN
SCALE:
AS NOTED
L.43
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
STRUCTURAL DETAILS
DATE:
APRIL 2017
A
DRAWN:
'L. ANDERSON
APPROVED:
LIZ KRENZEL
SITE LOCATION N0:
CHECKED:
J. DAVIS
IBIS NO:
WORIC :
ONE INCH AT FULL
S; E I
DRAWING N0:
s5.02
A
No.
REVISION
BY
APP'D
DATE
RECOMMENDED
D. CRIPPEACCORDINGLY
CONTRACT NO:
C01194C17
1
IF NOT ONE INCH, SCALE
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GUY WIRE SEE
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1-
3/4"X16"X16" A36
STEEL PLATE
1
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NOTES:
3/8" V
3/16" V
GUY WIRE ANCHOR PLAN VIEW
STAINLESS STEEL EYEBOLT W/ SHOULDER 3/4" DIA
SHANK- THREAD INTO TOP PLATE & WELD IN PLACE
1/2" x 4"0 A36 STEEL PLATE
STEEL PIPE (3"0 A500 GRADE STANDARD)
SEALANT (TYP) C
STAINLESS STEEL CLAMP (TYP 2) 9
SELF ADHERING UNCURED
EDPM MEMBRANE
BOVE ROOF DECK
CLOSE EXISTING
OPENING WITH
NEW THERMAL
INSULATION TO
MATCH EXISTING
R-21
EXISTING METAL DECK
1. MAX LOAD IS 300 LB AT 45" ANGLE.
2. SEE 1 M4.01 FOR APPROXIMATE LOCATION
OF EXISTING SUPPORT STRUCTURE UNDER
EXISTING METAL DECK.
3. HOT DIP GALVANIZED PER ASTM A123
AFTER FABRICATION.
L 3x3x3/8" X 3-0"
TYP - 2 PLACES
GUY WIRE ANCHOR
DETAIL
SCALE: 3"=1'-0" S5.01
3/16" STAINLESS STEEL
HIGH STRENGTH CABLE
STAINLESS STEEL
THIMBLE
EYEBOLT
STAINLESS STEEL
THIMBLE
SOLDERED LEAD JACK9
SPECIFIED ROOFING < 9
STRIPPING PLIES
EXISTING BUILT-UP ROOF
EXISTING THERMAL
INSULATION
ATTACH TO 3X3 ANGLE W/
1/210 GRADE 5 BOLTS W/
NUTS & WASHERS (TYP 4
PLACES)
3/4"x16"x16" A36
STEEL PLATE
STAINLESS STEEL
TURNBUCKLE
GUY WIRE ANCHOR
ATTACHMENT POINT
TO GALVANIZED STEEL
COMPANION FLANGE
STAINLESS STEEL
CABLE CLIPS
(4 TYP)
GAS VENT STACK
GUY WIRE ATTACHMENT
S5.01
DETAIL
SCALE: 3"=1'-0"
CONSTRUCTION & ROOFING NOTES:
1. ALL NOTES ON S5.01 ARE APPLICABLE.
W8x10 (BELOW)
(EXISTING)
-11
EXISTING FAN
TAPERED BEAM TSB -7 (BELOW)
14"W X 24" TO 48" DIA.
NEW SMOKE CAPTURE
i 1 SYSTEM FAN
OVEN COMPONENT LOCATIONS
AT ROOF LEVEL
PLAN DETAIL
SCALE: 3/8"=1'-0"
NOTE:
/ 1
S5.01
REFER TO M4.01 FOR DETAILED LOCATION OF
OVEN COMPONENTS
NEW OVEN
EXHAUST
L 3x3x3/8' X 10'
SEE DETAILI/S5.01
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NUV 0 8 2017
PERMIT CENTER
A
A
A
No.
REVISION
BY
APPD
DATE
DESIGNED:
R. KNUTTGEN
DRAWN:
L. ANDERSON
CHECKED:
J. DAVIS
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS NO:
WORK REQUEST:
SCALE:
AS NOTED
RECOMMEND
D. CRIPPE
CONTRACT NO:
C01194C17
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
1
King County
Department of
IF NOT ONE INCH, SCALE Transportation
ACCORDINGLY
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
STRUCTURAL DETAILS
DATE:
APRIL 2017
DRAWING NO:
S5.03
SHEET NO: OF
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0
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(72p,
25.-0"
25'-0"
EXISTING CRANE
RAIL AND HOIST
NEW SMOKE
CAPTURE SYSTEM
NEW OVEN
0
T-0"
41100 M'
Friar "'®'i'�®
ROLL UP DOOR
PROVIDE FLOOR STRIPING
AT3FT CLEARANCE
AROUND NEW EQUIPMENT
N
LOADING DOCKS
3'-3 1/2'
EXISTING FIRE PULL
STATION, MUST BE
ACCESSIBLE
0
(REF)
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 USINGSTRAIGHTDUCT 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. 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:
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:
QEQUIPMENT ANCHORAGE BY CONTRACTOR AND COMPLY
WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS.
UTILIZE STRUCTURAL EPDXY ANCHOR SUCH AS HILTI
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.
REVIE D FOR
CO o C MPLIANCE
ROVED
PLAN
SCALE: 1/4"=1'-0"
DEC t 9 2011
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF T(JKWILA
NCV 0 8 2017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APP'D
DATE
DESIGNED:
M. KAPLAN
DRAWN:
. VA.DEZ
CHECKED:
J. SMYTH
RECOMMEN
D. CRIPP
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS. NO:
won REQUEST:
CONTRACT NO:
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
•
IF NOT ONE INCH. SCALE
ACCORDINGLY
1.4
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
MECHANICAL FLOOR PLAN
DATE:
APRIL 2017
DRAWING NO:
• M1.O1
SHEET NO: OF
5 17
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(REF)
1 114"
GAS
I
1"
WATER
EXHAUST FAN
M5.01
8" x 6"
RECTANGULAR
DUCT
I I I
FAN STARTER PANEL-
PER MANUFACTURER
/
/
CRANE RAIL
TRANSITIONAL
DUCT FITTINGS
NOT SHOWN
i
SMOKE CAPTURE ARM
ROLL UP DOOR
FINISHED FLOOR; ,
M6.01 M6.01
NEW
OVEN
SECTION
SCALE: 3(8"=1'-0"
M1.01
1 •
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. DUCTWORKBRACING.ANDSUPPORTS SHALL BE A SEISMIC RESTRAINT SYSTEM; SHOP
DRAWINGS SHALL BE STAMPED AND SIGNED BY AWA P,E. AS SPECIFIED IN SECTION
233100, SUBMIT TO KC REPRESENTATIVE MIN 4 VVEEKS PRIOR TO INSTALL. SHOULD
EXISTING SUPPORTS NOT BE ADEQUATE, NEW SUPPORTS AT CMU WALLS SHALL UTIUZE
THROUGH BOLTING.
B>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 WITH PROJECT REPRESENTATIVE.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITU OF TUKWILA
LCV 0 8 2017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APP'D
DATE
DESIGNED:
M. KAPLAN
DRAWN:
V. VALDEZ
CHECKED:
J. SMYTHWOW REQUEST:
RECOMME D
D. CRIPPE
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
BIS NO:
CONTRACT NO:
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
1'
IF 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
DRAWWGNO:
M3.01
SHEET NO: OF
6 17
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(REF)
EXHAUST: I }l
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ROOF PLAN
SCALE: 1/4"=1'-O"
GENERAL NOTES:
1. CONTRACTOR MUST FIELD VERIFY EXISTING
CONDITIONS PRIOR TO CONSTRUCTION WORK.
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.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NUv 0 8 2017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APP'D
DATE
DESIGNED:
KAPLAN
DRAWN:
V.VALDEZ
CHECKED:
J. SMYTH
RECOMMENCED
D. CRIPPEN
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS NO:
a REQUEST: -
CONTRACT NO:
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH. AT FULL
SIZE
1'
IF NOT ONE INCH, SCALE
ACCORDINGLY
LI1
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
J _
FQ
0
0
a
3
9
0
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2
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CEILING
CSC PHOTO
DETAIL r11
SCALE: NONE M3.01
CEILING
CSC PHOTO
DETAIL
SCALE: NONE M3.01
CEILING
CSC PHOTO
DETAIL
SCALE: NONE M3.01
FLAG NOTES
\�
1 >
FIELD VERIFY FURNACE LOCATION SUCH THAT THERE IS 2' MINIMUM CLEARANCE BETWEEN EXHAUST OUCT 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 Y MINIMUM CLEARANCE FROM
FURNACE EXHAUST DUCT. •
>DETACH
LOW PRESSURE AIR PIPE AT ELBOWS, SHOWN HERE AND PHOTO DETAIL 3. SHIFT THE STRAIGHT PIPE RUN AS
NEEDED TOWARDS THE WEST WALL TO MATCH EXISTING CONNECTION SHOWN IN 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 DETAIL 2. REMOVE INDICATED
SECTION AND REATTACH STRAIGHT PIPE RUN.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 0 8 2017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APP'D
DATE
DESIGNED:
M.KAPLAN
RECOMMEN6ED: I
D. CRIPPEN
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS NO:
-- -
CONTRACT NO:
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
1• I
IF NOT ONE INCH, SCALE
ACCORDINGLY
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
PHOTO DETAILS
DATE:
APRIL 2017
DRAWING N0:
M5.01
SHEET NO: OF
8 17
C
NEW 1"x 1" xi"
TEE
DRIP LEG
3" METER
5 PSIG
0-300--SCFM.
M 2 1/2" 1"
10 FT 30FT
EXISTING 1" NG PIPE
EXISTING 1"
WATER;SUPPLY
TO EQUIPMENT
__/ --F \.....--
TRANSITION FITTING
DEPENDENT ON
PURCHASED EQUIPMENT
EQUIPMENT GAS
CONNECTION
DETAIL (Th
SCALE: NTS
1" 1"
1"
N
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
�.r
"1
1 x 1/2"
REDUCER
EQUIPMENT WATER
SUPPLY CONNECTION
SCHEMATIC
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
SP.
N/A
0.25
RPM
N/A
1725
BTUH
390
N/A.
GAS SUPPLY
1-10 PSI
N/A
WATER SUPPLY
40-60 PSI
N/A
ELECTRICAL
HP
N/A
114
VOLTAGE
120
120
PHASE
1
1
FLA
15
6
VVEIGHT
LBS
4500
100
OTHER: ROOF FAN BASIS OF DESIGN REQUIRES 14:5" X 14.5" ROOF OPENING
LEGEND:
I I
0
M
UNION
BALL VALVE
GAS COCK
FLEX CONNECTOR
REDUCER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NUV 0 8 2017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APP'D-
DATE
DESIGNED:
M. KAPLAN
RECOMMEND!
D. CRIPPEII
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS NO:
wow`Rmuesr:
CONTRACT NO:
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE INCH AT FULL
SIZE
I I
IF NOT ONE INCH, SCALE
ACCORDINGLY
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
MECHANICAL DIAGRAMS
AND SCHEDULE
DATE:
APRIL 2017
DRAWING NO:
M6.01
SHEETNO: OF
9 17
z
00
w
0
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0
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W
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0
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TEMPERATURE
RECORDER
INCOMING POWER
120/1/60 15 AMPS
CONTROL
PANEL •
TOP MOUNT
AFTERBURNER
AB BURNER
PRESSURE
RELEF DOORS
OVEN
CART
0"
WATER SUPPLY
60 PSI REWIRED
NATURAL GAS 19 3l4"
1 PSI MINIMUM
PRESSURE
I' 3'
5-7 318'
I I
II
2'-9`
4'
ll
5'
6
4'-0"
7"
1
L
E_
_M
-ice
r. --4C
0"
WATER SUPPLY
60 PSI REWIRED
NATURAL GAS 19 3l4"
1 PSI MINIMUM
PRESSURE
I' 3'
5-7 318'
I I
II
E i
I
J
1
J
ll
5'
6
SIDE_V_IEW
FREE FLOW
RAIN CAP
WEATHER COLLAR
ROOF FLASHING
FOR PITCHED ROOF)
EXHAUST STACK
6
GUY WIRE
BY INSTALLER
SUPPORT CABLE
BY INSTALLER
(OVERALL 51RUCOURAL WU71O
FRONT VIEW
GENERALNQTES:
I. 680 OPERATING TEMP 800 DEG. F
2. AFTERBURNER NORMAL OPERATING
TEMP 1500 DEG. F
3. RECOMMENDED CLEARANCE AROUND
EOUIPMENT 3' 0".
4. TOLERANCE +1- 2"
UTILITY REQUIREMENTS:
CONTROLS AUTOMATIC
ELECTRICAL 120/IPHI60HZ FLA 15 AMPS
FUEL NATURAL GAS @ 390,000 BTUS / HR
GAS PRESSURE MIN. I PSI 1000 CFH
MAX PLANT AIR 180 SCFM
WATER:5 GPM @ 60 PST
PAINT SCHFMF
I. AFTER COMPLETION OF CONSTRUCTION THE
EOUPMENT WILL BE THOROUGHLY CLEANED
OF OIL DIRT, WELD WIRES, AND DUST.
2. ONE COAT OF PRIMER PAINT AND ONE
COAT OF FINISH PAINT SHALL BE APPLIED
PRIOR TO SHIPMENT.
-EXTERIOR CASING & FRAMING
-GAS TRAIN
-WATER PIPING
-CONTROL PANEL
-FRONT DOORS
-D(PLOSION DOORS
-EHAUST STACK
JOS BLUE
JOS BLUE
JOS BLUE
JOS BLUE
JOS BLUE
JOS BLUE
GALVANIZED
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2011
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 082017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APPD
DATE
SCALE:
AS NOTED
SITE LOCATION NO:
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
BASIS OF DESIGN
BURN OFF OVEN FOR
REFERENCE ONLY
DATE:
APRIL 2017
DRAWING NO:
M7.01 •
SHEET NO: OF
10 17
J
ll
5'
6
4'-0"
7"
1
L
0
cm
EMI
r. --4C
3.2.—.
1.,— —
—,a
I•� 4' 0"----i
MAX LOM MAR
5 0
X]EV!'NCE- flp119
6-1'
(OVERALL 51RUCOURAL WU71O
FRONT VIEW
GENERALNQTES:
I. 680 OPERATING TEMP 800 DEG. F
2. AFTERBURNER NORMAL OPERATING
TEMP 1500 DEG. F
3. RECOMMENDED CLEARANCE AROUND
EOUIPMENT 3' 0".
4. TOLERANCE +1- 2"
UTILITY REQUIREMENTS:
CONTROLS AUTOMATIC
ELECTRICAL 120/IPHI60HZ FLA 15 AMPS
FUEL NATURAL GAS @ 390,000 BTUS / HR
GAS PRESSURE MIN. I PSI 1000 CFH
MAX PLANT AIR 180 SCFM
WATER:5 GPM @ 60 PST
PAINT SCHFMF
I. AFTER COMPLETION OF CONSTRUCTION THE
EOUPMENT WILL BE THOROUGHLY CLEANED
OF OIL DIRT, WELD WIRES, AND DUST.
2. ONE COAT OF PRIMER PAINT AND ONE
COAT OF FINISH PAINT SHALL BE APPLIED
PRIOR TO SHIPMENT.
-EXTERIOR CASING & FRAMING
-GAS TRAIN
-WATER PIPING
-CONTROL PANEL
-FRONT DOORS
-D(PLOSION DOORS
-EHAUST STACK
JOS BLUE
JOS BLUE
JOS BLUE
JOS BLUE
JOS BLUE
JOS BLUE
GALVANIZED
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2011
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 082017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APPD
DATE
SCALE:
AS NOTED
SITE LOCATION NO:
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
BASIS OF DESIGN
BURN OFF OVEN FOR
REFERENCE ONLY
DATE:
APRIL 2017
DRAWING NO:
M7.01 •
SHEET NO: OF
10 17
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Product Specifications
Product
Max, working
radius
Hose
diameter
Weight
Recommended airflow
Qty.
MSA -125-3
10'/3M
5'/125mm
501bs/22.5kg
240-410 CFM/400-700 m3/h
MSA -160-3
10'/3m
6'/160Mr1
51.4tbs/23.3kg
470-820 CFM/800-1400 m3/h
MSA -200-3
10'/3m
8'/200rmn
54.2tbs/24.6kg
770-1180 CFM/1300-2000 m3/h
MSA -125-4
14'/4m
5'/125mm
60,6tbs/27,5kg
240-410 CFM/400-700m3/h
MSA -160-4
14'/4m
6'/160rnrt
631bs/28.6kg
470-820 CFM/800-1400 M 3/h
MSA -200-4
14'/4m
8'/200r1rn
66.81bs/30.3kg
770-1180 CFM/1300-2000 rl3/h
Material! Aluminum
Rotation! 190-230°
Hood material spun sheet metal with safety mesh
Hood rotation! 65° to the side, 75° forwards, 120° backwards
48.18°
C122.4rhrt]
55.35'
C1406rIrn
19.21'
C488run]
48.18'
C1224r'w ]
ter
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dimensions. The Information provided Is confidential and proprietary to Plymovent
NA and Is not to be recreated, modified and/or otherwise distributed without
written consent of Plymovent NA. There are no expressed or Implied warranties
concerning the accuracy, completeness, reliability, or usability of this Information.
Use of this or any Plymovent NA drawing, for purposes other than Its Intended
use Is unlawful and actions may be taken against the violating party<s7.
55.35'
C1406r'rt]
No.
REVISION
BY
APPD
DATE
xi
SITE LOCATION NO:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION !
RECEIVED
ITY OF TUKWILA
NOV 0 8 2017
PERMIT CENTER
SCALE:
AS NOTED
Agil
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
BASIS OF DESIGN SMOKE
CAPTURE SYSTEM FOR
REFERENCE ONLY
DATE:
APRIL 2017
DRAWING NO:
M7.02
SHEET NO: OF
11 17
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1E3.01
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SEE MECHANICAL
DRAWING FOR NEW
OVEN
CONDUIT RUN
FROM JUNCTION
BOX TO PANEL
"P6".
EXISTING. PANEL
"ELB"
EXISTING PANEL
"ELA"
I
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ELECTRICAL LEGEND:
POWER PANEL
RECEPTACLE.
CONDUIT RUN
CONDUIT DOWN
CONDUIT UP
STANCHION WITH DISCONNECT SWITCH
SINGLE LINE PANEL SYMBOL
Z -I DISCONNECT SWITCH
20AIFl/310AS
PARTIAL FIRST FLOOR
PLAN
SCALE: 1 /4" = 1 '=0"
GENERAL NOTES:
ALL RACEWAY SHALL BE GALVANIZED RIGID SI EEL (CRS)
AND PAINTED TO MATCH EXISTING. SURFACE. UNLESS
NOTED OTHERWISE.
2. FOR ALL CROSS REFERENCED PLANS AND SECTIONS
SEE MECHANICAL DRAWINGS AND STRUCTURAL
DRAWINGS.
3. FOR ELECTRICAL LEGEND AND. CONSTRUCTION NOTES,
REFER TO THIS SHEET E1.01
CONSTRUCTION NOTES:
PROVIDE (1) 3/4." C 4#10, 1#12G CU FROM EXISTING PANEL
P6 (25,29) TO NEW JUNCTION BOX. UPDATE PANEL
SCHEDULE PER E6.02. FOR TYPICAL CONDUIT HANGER.
REFER TO ELECTRICAL MINI SPECS 260051 FOR CONDUIT
HANGERS.
PROVIDE (1) 3/4" C 2#10, 1#12G COPPER FOR NEW PARTS
OVEN MOUNTED DISCONNECT SWITCH. CIRCUIT TO P6(25).
PROVIDE (1) 3/4" C 4#10, 1#12G COPPER FOR NEW ROOF
TOP DISCONNECT AND PROVIDE CONNECTION TO
EXHAUST FAN. REFER TO DETAIL 1/E5.01. CIRCUIT TO
P6(29).
PROVIDE ROOF DECK PENETRATION AND STANCHION
SUPPORT CURB PER 1/E5.01 COORDINATE. WITH PROJECT
REPRESENTATIVE FOR ROOFING SYSTEM DEMOLITION
AND WATERTIGHT REPAIRS BY OTHERS.
• PROVIDE (1) 3/4" C 4#10, 1#12G COPPER FOR SMOKE
CAPTURE SYSTEM CONTROL PANEL AND RECEPTACLE.
REFER TO MANUFACTURER REQUIREMENTS FOR WRING
CONNECTION TO EXHAUST FAN.CIRCUIT TO P6(29).
STRUCTURAL NOTES:
O EQUIPMENT ANCHORAGE BY CONTRACTOR AND COMPLY
WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS.
UTILIZE S'RUCT Y I j AS LTI
HIT -RE 50? SD ND saaoct 'NOUS AND
MANUFA Rf SPEGIF�ENS. TS)NE STAMPED
DESIGN C LCULATI °AR :=ru ¢/ 9 -: ! NIMUM TWO ESPECIAL
WEEKS P IOR TO I • L' •'' _ `RESENTATIVE.
INSPECTION REQUIRED.
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
CITY OF TUKWILA
NOV 0 8 2017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APP'D
DATE
DESIGNED:
J. VINING
PROJECT MANAGER:
D. LOWMAN
SCALE:
AS NOTED
DRAWN:
D. MARABLE
C. EY
C.REY Y✓ ?
RECOMMEND=D:
D. GRIPPE
APPROVED:
LIZ KRENZEL
IBIS NO:
SITE LOCATION NO:
AVNN REOVEST: -
CONTRACT NO:
C01194C17
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
PARTIAL FIRST FLOOR
PLANS
DATE:
APRIL 2017
DRAWING NO:
E1.01.
SHEET NO: OF
12 17
El.02 PARTIAL ROOF PLAN
•
jj
J
I.
SMOKE CAPTURE
SYSTEM FAN
/ E
LOCATION OF ELECTRICAL
CONDUIT PENETRATION
THRU ROOF TO
DISCONNECT SWITCH
NEW STANCHION
rs
PARTIAL ROOF
PLAN
SCALE: 1/4" = 'V=
1
GENERAL NOTES:
ALL RACEWAY SHALL BE GALVANIZED RIGID STEEL (GRS)
AND PAINTED TO MATCH EXISTING SURFACE. UNLESS
OTHERWISE
2. FOR ALL CROSS REFERENCED PLANS AND SECTIONS SEE
MECHANICAL DRAWINGS AND STRUCTURAL DRAWINGS.
3. REFERENCE. E1: 01 FOR CONSTRUCTION NOTES.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NUV 0 8 2017
PERMIT CENTER
KEYPLAN
No.
REVISION
BY
APPD
DATE
DESIGNED:
J. VINING
DRAWN:
D. MARABLE
RECOMMEND
D. GRIPPE
PROJECT MANAGER:
D. LOWMAN
APPROVED:
LIZ KRENZEL
IBIS NO:
YAM(' REQUEST
CONTRACT NO:
C01194C17
SCALE:
AS NOTED
SITE LOCATION NO:
ONE. INCH AT FULL
SIZE
I'
IF NOT ONE INCH, SCALE
ACCORDINGLY
King County
Department of
Transportation
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
PARTIAL ROOF PLAN
DATE:
APRIL 2017.
DRAWING NO:
E1.02
SHEET NO: OF
13 17
Z
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RUN FOR HEAT OVEN
AND ROOF MOUNTED
EXHAUST FAN
ELECTRICAL CONDUIT
RUN FOR FAN EXHAUST
NOZZLE AND HOSE. 2a
rd.
LOOKING WEST
SECTION �B
SCALE: NTS
ELECTRICAL CONDUIT
RUN FOR HEAT OVEN
AND ROOF MOUNTED
EXHAUST FAN
E5.01
FOR CONDUIT HANGERS /
SUPPORTS. SEE ELECTRICAL
MINI -SPEC: SECTION: 260051,
PARAGRAPH 2.02
NEW FAN EXHAUST
NOZZLE AND HOSE
PANEL "P6"
L_s
SMOKE CAPTURE
SYSTEM CONTROL
PANEL AND NEW
RECEPTACLE
ELECTRICAL CONDUIT
RUN FOR FAN EXHAUST
NOZZLE AND HOSE.:
NEW OVEN
FINISHED
ES.)3S
LOOKING SOUTH
SECTION
SCALE: NTS
244 TO ROOF SURFACE
GENERAL NOTES:
ALL RACEWAY SHALL BE GALVANIZED RIGID STEEL (GRS)
AND PAINTED TO MATCH EXISTING SURFACE. UNLESS
NOTED' OTHERWISE.
2. ALL ROOF CONSTRUCTION REFER TO STUCTURAL
DRAWING "S5.01"
3. FOR ALL CROSS REFERENCED PLANS AND SECTIONS SEE
MECHANICAL DRAVANGS AND STRUCTURAL DRAWINGS:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 0 8 2017
PERMIT CENTER
VI N
:0°.0. wAsy
W 0
x
I !.
~�o�� o
`�!o'pi
�
DESIGNED:
J. VINING
PROJECT MANAGER:
D. LOWMAN
SCALE:DATE:
AS NOTEDU
County
Department of
Transportation
P
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
SECTION LOOKING WEST -
SECTIONS AND DETAIL
APRIL 2017
DRAWN:
D..MARABLE
APPROVED:
LIZ KRENZEL
SITE LOCATION NO:
ONE INCH AT FULLKing
SIZE I
(
CHECK.^:
•!�' C.REY ,.
IBIS NO:
rem ncwrsr -
DRAWING NO:
E3.01
No.
REVISION
BY
APP'D
DATE
I
RECOMMEN 1
D. GRIPPE
CONTRACT NO:
C01194C17
IF NOT ONE INCH, SCALE
ACCORDINGLY
SHEET NO: OF
14 17
lies\Component Supply Centet\1128432 CSC Elect Shop Oven \E5.01 STANCHION DETAIL:S.dwg 1 La
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ADJUST DISCONNECT
SWITCH WHERE
REQUIRED
EXTERIOR RATED
5-15R
RECEPTACLE
WITH
WHILE -IN -USE
COVER.
STAINLESS
STEEL CONDUIT
SEALING FITTING
SEALANT ALL
AROUND
DRAW BAND
11111111111111111111111111111
1-1/2”
1-1/2"
STANCHION W/ DISCONNECT
SWITCH AND RECEPTACLE
DETAIL
SCALE: NTS
No.
REVISION
BY
APP'D
DATE
3" DIAMETER STAINLESS STEEL STANCHION
FOR STRUCTURAL AND FLASHING. SEE 2/S5.02.
REFER TO SPEC 011000 FOR COORDINATION OF
ROOFING SYSTEM WORK.
DESIGNED:
J. VINING
PROJECT MANAGER:
D. LOWMAN
DRAWN:
D. MARABLE
APPROVED:
LIZ KRENZEL
SCALE:
AS NOTED
SITE LOCATION NO:
CHE E
c.
RECOMM NO
D. GRIPPE.
IBIS NO:
wow REQUEST: -
CONTRACT NO:
C01194C17
ONE INCH AT FULL
SIZE
1--
IF NOT ONE INCH, SCALE
ACCORDINGLY
King County
Department of
Transportation
1.
GENERAL NOTES:
ALL RACEWAY SHALL BE GALVANIZED RIGID STEEL (GRS)
AND PAINTED TO MATCH, EXISTING SURFACE, UNLESS
NOTED OTHERWISE
2. FOR ALL CROSS REFERENCED PLANS AND SECTIONSSEE
MECHANICAL DRAWINGS.AND STRUCTURAL DRAWINGS.
ALL ROOFING SYSTEM SEALING, FLASHING AND REPAIRS
TO BE PERFORMED BY KING COUNTY ROOFING
CONTRACTOR. COORDINATE` WORK WITH PROJECT
REPRESENTATIVE.
CONSTRUCTION NOTES:
1. DO NOT OBSTRUCT OR FLASH OVER HOLES.
2. REFER TO STRUCTURAL DETAILS AND NOTES WHERE NEW
BLOCKING IS INSTALLED..
3. RECEPTACLE OR SAFETY/DISCONNECT SWITCH MUST NOT
FALL BELOW;A MINIMUM OF 24 INCHES ABOVE THE ROOFING
MATERIALS. REFER TO THE REQUIREMENTS IN ELECTRICAL
SPECIFICATION 260051.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITU OF TUKWILA
NUV 0 8 2017
PERMIT CENTER
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
DETAILS
DATE:
APRIL 2017
DRAWING NO:
E5.01
SHEET NO: OF
15 17
32 CSC Elect Shop Oven\E6.01 ONE -LINE DIAGRAM.dwg I Layout: PARTIAL ONE -LINE DIAGRAM
TO DISTRIBUTION SUBSTATION
FUEL/WASH BUILDING
51—Y-403
O
10004 LI
(T1E )-F CFI
BREAKER)?
N.O. J
10 11 12
) 70A ) 300A
FURNACE
6AH
44
51—U-504 I 51—U-505
i 4 • 600A, 30
LOAD INTERRUPTER
J SWITCH, 4.8 KV
II
11II 250 E XXXX (3)
2F.5/MITIN5KVG POWER: CURRENT
FUSLIES
750 KVA
0 4160, 480Y/277V
Z 5.3X.
j_ .-L ' ' t ' TRANSFORMER
51-Y-404
GF _ 1000AT/1200AF
0 1
t J
•
) 175A
V.
PANEL PP0. PEEL
PP
mar 1464 mo
ELECT 6N CORRIDOR MACHINE
131014 COL P7 ;SHOP 106
6, 1-16C, 3/4.0
PANEL
LILO
ALT TEST
ROOM
Q U.,.JJ 45KVA T-3 LLu A
480-208 30KVA II
- /120V 480-208 mT)
/120V
2
) 175A
0
PANEL
LB
4L01
CORRIDOR
COL 116
PP 0
ILL07 1013 NCB
ELECT RA MACHINE
13101A SHOP 10f
2001
O
PANEL
PE
410
CORRIDOR
COL E17
14
175A
0
P
68
010625
•
PANEL PDB
18
5 I6
) 175A .) 175A
3-43, 16 C. 1 1/4.0
COMP
CA -2
COMP
CA -1
) 1754
0 0
PANEL
P8
1110
MACHINE
SHOP '106
(1...U15 3010/A4802? 11 U. 30INA
H 1 1480-208 240\
/120v
PANEL
106{ NCB
CORRIDOR
COL 117
LH} 0 Pc
PHOTOCELL
L – ON ROOF
--H I
No.
REVISION
BY
APP'D
DATE
1004
TO .60HP
MILLING
MACHINE
) 1.75A
PANEL
PJ
tun
aECT
RM 167
SUBSTATION "8" (LOADING DOCK)
1200A BUS, 480/277V, 30, 4W
19 110 111 112
OI ) 125A di) T50A bin ) 501 bl ). 604
0
PANEL
LC
O
3-11t/C, /6 C. 1 1/4`C
PANEL
PC
106 IAD
PARTS 006640OP
STOR 21? Col E17
PAINT
BOOTH.
BREATHING
AIR COMP
U—Lh-§x A U... UT7 A L.1 .UM
15KVA 75KVA 15KVA.
m71480-2044 ii "(1480-206, mn480-208
/120V = /120V = /120V
P6
1(4BM
LO UNIT
STOR 15E
4-12/0, #6 C. 2C
PPa
1751 BCD
PARIS
STOR 21.
4-12.
160,
PANEL
too
PMIS
STOR 17:
PANEL
P8'
591 MCIP
R11 167
fi
F XP
13 I T4 115 116 . 17
4004
o
404 b) 150401 ) 3001 ) 1501 SUBFEED
0 0 0
LUG
4
ELEVATOR
CONTROLLER
VW 70A
FUSED DISC
CCP
PANEL
PM
4107
RM1 67
VAP -1
60A/3P
604E T11 LL_JJ
45KVA
480-208 mm
/120V
I --30A
PANEL
P9
2U NON
HAz.1610
SHED
PP7 EEL
1110?
ELECT
6
RM 167
HAZARDOUS.
MATERIAL SHED
PANEL
PN
MW?
REcrM 167
0
400A
0
TRANS
DYNO
DESIGNED:
J. VINING
PROJECT MANAGER:
D. LOWMAN
SCALE:
AS NOTED
DRAWN:
D. MARABLE
APPROVED:
LIZ KRENZEL
SITE LOCATION NO:
c. l
RECOMMENW (
D. CRIPPE
IBIS N0:
0088 RE611E5T: -
CONTRACT NO:
C01194C17
ONE INCH AT FULL
SIZE
1- 1
1F NOT ONE INCH, SCALE
ACCORDINGLY
King County
Department of
Transportation
FLAG NOTE
INDICATING NEW CIRCUIT(S) AND BREAKER(S)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITU OF TUKWILA
NCV 0 8 2017
PERMIT CENTER
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
PARTIAL ONE -LINE DIAGRAM
DATE:
APRIL 2017
DRAWING NO:
E6.01
SHEET NO: OF
16 17
ply Center\1128432 CSC Elect Shop Oven\E6.02 PANEL SCHEDULES.dwg 1 Layout PANEL SCHEDULES
PANEL SCHEDULE I
PANEL: PJ LOCATION: CSC VOLTS: 480
AMP: 225 MLO E MCB Q Elec. Equip.Rm 167 AIC RATING: 14,000
TYPE: EXISTINGX] NEW'[' STYLE: NEMA 1 NEUTRAL: 100%
IYI 277 P 3 W: 4.
MOUNT: QX SURFACE [J FLUSH
FED FROM: PANEL 'PDF CKT8
CIRCUIT DESCRIPTION • LOAD LOCATIO
WIRE
SIZE
LOAD
TYPE
LOAD
KVA
CKT
BKR
P
CIR
8
P CIR
H #'
' P
CKT
BKR
LOAD
KVA
LOAD
TYPE
WIRE
SIZE
CIRCUIT DESCRIPTION - LC LOCATION
PP -1 HOT WATER PUMP 'IISPAiE)ILER RM 166
#12
0.54
20
15
3
1
A 2
13
15
(IEC
112
#12
SPARE
-
#12
0.12
20
1
3
1
8 2
13
-
112
(I)RECP 12011 11ID12
#12
-
C 2
13
20
1
5
#12
-
10
#12
REG
112
-
3
1
A 4
13
15
1
2
#12
SPARE
SPARE
0.122
REC
112(Dlj(4)RECP
15
3
i 3
--
0.36
20 ,
1
9
3
3
8 4
13
-
11201)80NEYi1EIIRIMER
#12
-
C 4
13
20
1
11
#12
-
20
120
MISC
612
-
3
3
PP 7 FUEL OIL (SPARE) BOILER RM 166
#12
20
1
15:
3
5
A 6
11,3
15
612(3.)
AG2VYMEAT (11258P, 1725119, 11101111
-
SPARE
8 6
13
-
1
15
8 16
1
•
#12
61SSC
112
-
3
5
C 6
13
20
1
11
-
•
-
#12
REC
1129)1111)RECPAUGHTS
-
3
5
A 8
13
15
1
19
#12
SPARE
DIESEL FILTER CLEANER
0:36
REC
112
15
3
7
B 8
13
0.80
20
1
#12
-
-
20
0.12
REC
-
3
7
C 8
3
-
831
#12
C 24
-
C
-
3
7
A 10
13
20
28
1
412
SPARE
BLOWER, BOILER #111 SPARE BOILER RM 166
#12
20
3
9
'B 10
13
100
20
1
#12
-
-
#12
-
3
9
C 10
13
-
N
1
#12
C 31
1
812
112
3
9
A 12
13
20
20
1
#12
TRASH DUMPSTER IIPOLE RECP
DOCK LEVELERS (4) LOADING DOCK
412'
20
3
11
8 12
13
#12
-
-
#12
-
3
11
C 12
13
16
1
#12
-
412
112'
3
11
A 14
i3
50
46
CA -5 AIR COMPRESSOR
SPARE
50
3
13
B 14
13
-
116
-
-
-
3
13
C 14
I3
-
41
#6
-
-
-
3
13
SUBMERSIBLE .PUMP SiTE AREA
412
15
3
15
A 16
13
15
412
PANEL P9 SUB -FEED
B 16
13
-
1AR(#ST601CR 120 KVA 1.50 KVA(1251)
9 1 580TORS 64121 262 NVR 262 111(1006
Cf9PURROSER:CPT REC 860 KVA 8.6 KVA(631)18110
CCJPNERRECPi 8030 100 (11 560 001( 6
PNASEA: 11.16KVA
PHASED: 638 DA
PBASEC: 23/1A
#12
.
NOTES: 1NE{YCRC0TSONEgST2GURE06RSCK1S€5,,23
-
412
DC173,222965PARECAPACJIY 623 KVA(12)8
TOTALS 2352 KVA 3185 KVA
6.30 AMPS 8141 RIPS
L01D0YP3101411
TYPE SQDN000103842420 PAELD512
THGERS (1)11,111130110,11C
REFOAG06* REVb'EDCKi:
SNS) AsBuIR FD) DATERE85&1 kw 2016
'C01181C4J5NATK21104D(YTES0411DCA10021u2/
1111SC'=Eg1P,ORIPINERRECORIIiGLOVDQY20CATE0CRCU IM IDAA
3
15
•
812
3
15
C 16
';3
#12
-
AIR DRYER B BOILER RM 166
#12
15
3
17
A 18
13
15
#12
AIR DRYER A
B 18
3
#12
•
-#12
3
17
C 18
3
#12
-
-
#12
-
3
17
A 20
3
15
#12
SPARE
SPARE
15
3
19
B 20
3
-
#12
-
-
-
3
19
C 20
13
-
#12
-
-
-
3
19
A 22
13
25
#10
PANEL P8 VIA XFMR T8
PANEL P6 VIA XFMR T6 UNIT STORAGE 158
#10
COMB
11.16
50
3
21
B 22
3
610
.
-
#10
COMB
6.38
-
3
21
C 22
'3
#10
-
-
#10
COMB
7.37
-
3
21
A 24
13
20
-
SPARE
PANEL P7 VIA XFMR T7 2ND FLOOR, COL J-24
#3
80
3
23
B 24
`3
-
-
-
#3
-
3
23
C 24
3
-
-
43
3
23
ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS
LOAD SUMMARY: LOAD TYPE: CONNECTED NEC DEMAND
LIGHTING LTG 0.00 KVA 0.00 KVA(125%)
CONNECTED PHASE LOADING
LARGEST MOTOR ' 5.20 KVA 6:50 KVA (125%)
REMAINING MOTORS MTR 0.00 KVA 0.00 KVA(100%)
GEN PURPOSE RECPT REC 8.86 KVA 886 KVA {50%> 10KVA)
COMPUTER RECPT MISC 1.00 KVA 100 KVA(100%)
PHASE A: 11.16 KVA
PHASE B: 6.38 KVA
PHASE C: 7.37 KVA
EQUIP/OTHER MISC 5.22 KVA 5.22 KVA{100%)
HEATING MISC 4.63 KVA 4.63 KVA(100%)
ELEVATOR ELEV 0.00 KVA 0.00 KVA @ 100%
METERED LOAD EXIST 0.00 KVA 0.00 KVA @ 125%
NOTES:
DC5123-2225%SPARE CAPACITY 6.23 KVA (125%)
TOTALS 24.90 KVA 32.43 KVA
29.95 AMPS 39.01 AMPS
LOAD TYPE NOTES:
TYPE: SQ. D.NHIB (HCN6890-6) PANEL DATE:
FEEDERS: (3) #2i0, (1) #6 GND,1-12'C
REF. DWG. NO(s) REVISED CKT.
REVISION(s) As Bulli (MFD) DATE REVISED Aug. 2016
'COMB' = COMBINATION. LOAD TYPES ON INDICATED CIRCUIT
"MISC. = EQUO?, COMPUTER REC OR HLG LOAD ON INDICATED CIRCUIT AT 100%
ENGINEER J. Vining (206477- 19) JOB NO.
No.
REVISION
BY
APP'D
DATE
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HINTED ROHM (END)CALCUIATIONS
100)0806ARY: 10001)72 CONNECTED REHEARD
100112/0 118 0.08000 OM 111101125%)
CONNECTED PHASE LOADING
1AR(#ST601CR 120 KVA 1.50 KVA(1251)
9 1 580TORS 64121 262 NVR 262 111(1006
Cf9PURROSER:CPT REC 860 KVA 8.6 KVA(631)18110
CCJPNERRECPi 8030 100 (11 560 001( 6
PNASEA: 11.16KVA
PHASED: 638 DA
PBASEC: 23/1A
MOTHER • €i60 522 KVA 511 KV1(16 6
RATING 08C 473 KVA 46300(1002/)
ELEVATOR REV 08 KVA 060 KVA@ 10331
8OEREOLOIO EST ROOKVA OW KVA§ 120
A
.
NOTES: 1NE{YCRC0TSONEgST2GURE06RSCK1S€5,,23
-
DC173,222965PARECAPACJIY 623 KVA(12)8
TOTALS 2352 KVA 3185 KVA
6.30 AMPS 8141 RIPS
L01D0YP3101411
TYPE SQDN000103842420 PAELD512
THGERS (1)11,111130110,11C
REFOAG06* REVb'EDCKi:
SNS) AsBuIR FD) DATERE85&1 kw 2016
'C01181C4J5NATK21104D(YTES0411DCA10021u2/
1111SC'=Eg1P,ORIPINERRECORIIiGLOVDQY20CATE0CRCU IM IDAA
701E6l AV6i1(7U64ll11: 200:
DESIGNED:
J. VINING
PROJECT MANAGER:
D. LOWMAN
SCALE:
AS NOTED
DRAWN:
D..MARABLE
APPROVED:
LIZ KRENZEL
SITE LOCATION NO:
CHC :
a
RECOMMEND
D. CRIPPE f`
IBIS NO:
WORX REQUEST,
CONTRACT NO:
C01194C17
ONE INCH. AT FULL
SIZE
I ' I
IF NOT ONE INCH, SCALE
ACCORDINGLY
King County
Department of
Transportation
CONSTRUCTION FLAG NOTES:
INDICATING NEW CIRCUITS AND BREAKERS.
UPDATE PANEL SCHEDULE ACCORDINGLY.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NUV 0 8 2017
PERMIT CENTER
KEYPLAN
METRO TRANSIT DIVISION
COMPONENT SUPPLY CENTER
ELECTRIC SHOP OVEN
PANEL SCHEDULES
DATE:
APRIL 2017
DRAWING NO:
E6.02
SHEET NO: OF
17 17
Em"
PUGET SOUND CLEAN AIR AGENCY
Additional Notice of Construction Application Requirements for
INCINERATORS, CREMATORIES, BURN -OFF OVENS
General
This project is to install a burn -off oven in the Electric Shop of the Metro Transit Component
Supply Center. The shop requires an industrial oven for bus fleet electric drive motor rebuild
activities. The oven will be used to expand a used motor housing so that its stators can be
removed, tested and repaired as needed then reinstalled in the housing. Grease removal is a
side-effect of this process, but is not the intended purpose (the oven will be used to heat
motors"to the required temperature, not to burn -off all the existing grease; a coating of grease
or oils may remain).
REVIEWED "IEWED FOR
Identify which of the following categories the project fits into: CODE COM
EC?
1. New Construction: This is a new equipment installation project.
Date of Equipment Manufacture: N/A (Burn -off Oven) DEC 29 2011
Estimated Hours of Operation: Approximately 8 hr/day, 2 day/wk, 50 wk/yr
Estimated Installation Date: March 2017
City of Tukwila
Waste Properties BUILDING DIVISION
Waste Materials Charged:
Assuming 50 motors are rebuilt per year, and 2 ounces of grease per motor is burned off, an
estimated total of 100 ounces/year of grease would be removed from the parts being
reclaimed.
Estimated Annual Weight Charged (ton/yr):
Density of grease is dependent on temperature. Assuming a specific gravity range of 0.85 to
1.0, and a total of 100 ounces/year of grease removed, the annual weight would be between
5.5 and 6.5 lbs/year, totaling at about 0.003 tons/year.
Heat Content of Waste (Btu/Ib): N/A (Burn -off Oven)
Ash Content of Waste (%): N/A (Burn -off Oven)
Chemical Composition of Each Waste (% by weight, mg/I, or ppm): N/A (Burn -off o PllC
ictsivED
insulation and chlorinated compounds are not expected to be incinerated) CITY OF TUKWILA
Design
Basis of Design equipment brochure and assembly drawing attached.
DEC 1 9 2017
PERMIT CENTER
Make & Model: The Basis of Design equipment for this installation project is Jackson Oven
Supply, Inc, Burn -off Oven Model #4404.
Type of Combustor: Fixed hearth, starved air type burn -off oven.
Emission Warranties for NOx, CO and Particulates:
CORRECTION
LTR#
MI1.OI0
Jackson Oven Supply, Inc. emissions study attached.
Rated Waste Capacity (Ib/hr): 10-20 lbs per hour after achieving 600 °F
Type of Fuel: Natural Gas
Rated Heat Input (Million Btu/hr): 0.39 Million Btu/hr
Estimated Fuel Usage (Billion Btu/yr): 0.32 Billion Btu/yr
Primary Combustion Chamber Temperature: 8002F maximum per oven design; actual use will
likely be at approximately 3002F to 4002F.
Average Residence Time in Primary Chamber: 120 minutes (7200 seconds). Since the purpose
of this equipment is to heat the motor to about 3002F for disassembly and reassembly, and not
to burn -off all of the grease within the motor, the actual residence time may be reduced with
the primary combustion temperature raised.
Secondary Combustion Chamber Temperature: 15002F
Average Residence Time in Secondary Chamber: Minimum % second per manufacturer design.
Nitrogen Oxide Emission Controls: No additional controls besides afterburner.
Particulate Emission Controls: None
Sulfur Dioxide Emission Controls: None
Emissions Estimate (Ib/hr, Ib/yr): The manufacturer reports that the resultant effluent
discharged by the afterburner to the atmosphere consists of water vapor and carbon dioxide.
Carbon dioxide emissions estimated to be maximum 14,900 Ib/yr.
Stack
Stack Height: 41 feet above ground level
Stack Diameter: 12 inches ID
Stack Material: Galvanized steel
Exhaust Flowrate: 90 acfm
Exhaust Temperature: 14002F -16002F at afterburner
Distance to Nearest Property Line: 145 feet
Height, Length and Width of Buildings: There are no buildings within 5 building heights (130 ft)
from the stack. The nearest building is 173 feet from the stack.
Operation and Maintenance
Describe Preventive Maintenance: As recommended by Jackson Oven Supply, Inc.:
• Check flame signal strength quarterly
• Clean or replace flame rod and igniter quarterly
• Clean blower wheel quarterly
• Keep oven cleaned out consistently with use
JACKSON OVEN SUPPLY,
Industrial Equipment • Parts • Service
July 26, 2017
Mr. Brint DeVilling
Stellar J
1363 Down River Drive
Woodland, WA 98674
3507 Wayland Dr : Jackson • MI. 49202 • Phone
517.784-9670
www.iacksonoven.com
SUBJECT: Jackson Oven Supply Proposal for
Batch Burn -Off Oven Model 4404
REFERENCE:
Mr. DeVilling:
Telephone Conversation
VIEWED FOR
CODE COMPLIANCE
ROVED
17784-9660 • Fax
DEC 292017
In accordance with our conversation please find below our specifications and pricing for a New Burn -Off
Oven.
Our standard oven incorporates a "One -Touch" user-friendly control. There are no menus for the
operator to select and no input required regardless of the size of load in the oven. And with our
recommended "FUEL SAVER" option (see page 8) we can incorporate modulating gas on both
burners for an estimated 40% fuel savings.
See attached sketch for overall exhaust stack height, additional exhaust stack is available.
FURNACE INCLUDES
Three (3) 48" long sections of insulated chimney, one (1) roof flashing, one (1) weather collar, one (1) free flow
rain cap, cart and exterior cart tracks.
OVEN SPECIFICATIONS:
Dimensions
Width
Height
Depth
Nominal Interior Inside
60"
67" .
60"
Nominal Exterior Footprint
72"
80"
72"
Nominal Cart Area
48"
51" (above cart)
48"
Electrical
120/1/60
Natural Gas
390,000 BTU/Hr.
1 PSI Pressure
Water
7 gpm @ 40 PSI Min. & 100 PSI Max.
RECEIVED
CITY OF TUKWILA
DEC 1 9 2017
PERMIT CENTER
NOTE: Oven specifications are conceptual and may vary after engineering has completed the final
design.
CORRECTION
LTR` __-I-
11111141V)
PROCESS DESCRIPTION,
The Batch Burn -Off Oven is designed to remove surface coatings of cured hydrocarbon materials such as
paint, grease, oil, varnish etc. from hooks, racks, fixtures and parts.
Removal of a material is accomplished by heating the materials to be stripped to 800°F. The material is
reduced to a fine, light ash and fumes. The fumes produced are vented through an afterburner chamber
which raises the fume temperatures to 1500°F and higher for a minimum of second. The resultant effluent
discharged to atmosphere consists of water vapor (H2O) and carbon dioxide (CO2). Ash reduction remains
inside the oven and consists primarily of inorganic pigments. Ash is removed from the oven and disposed
of in accordance with local codes. NOTE: Halogen materials are excluded and cannot be thermally
destroyed.
The basic oven consists of a steel enclosure with insulated interior walls and roof and a refractory floor. A
refractory plenum is provided to distribute heat evenly throughout the oven. Primary burner and controls
are mounted on the rear wall of the unit. Jack mount afterburner is included.
PROCESS CONTROL
After properly loading the oven the operator pushes the start button and the oven does the rest.
To eliminate the possibility of smoke to the outside the afterburner rises in temperature first with the
oven burner off. When the afterburner achieves temperature the oven burner proves pilot and initiates
flame.
Throughout the cycle the oven automatically monitors the rate of temperature rise. When an
unacceptable rate of temperature rise is detected water misting system is activated. The water mist
turns to steam, absorbs oxygen and slows the rate of temperature rise. This happens automatically
with no operator input. There are no menus for the operator to select and no input required
regardless of the size of load in the oven.. The cycle time automatically adjusts relative to the amount
of combustible material in the oven.
When smoke and fumes diminish and temperatures return to normal the oven automatically shuts off
and sounds alarm.
If the afterburner fails for any reason, the water sprays activates to cool the load to prevent smoke
from going up the stack. The optional cool down circuit automatically shuts off when the furnace is
cool.
STANDARD FEATURES 4 -Layer Wall Protection
Corrosion -resistant barrier 1/8"thick is applied to furnace walls prior to installing insulation, adding
years to the useful life of the furnace. The moisture barrier also makes the oven enclosure air tight
promoting an inert like atmosphere during the burn process.
• 1s` layer Anti -moisture coating
• rd layer 1/8" Thick hi -temperature rubbert like sheeting
• 3rd layer 4" thick 8 Ib density block insulation
• 411' layer Expanded metal
JACKSON OVEN SUPPLY, INC:
Industrial Ovens • Parts • Service
CONSTRUCTION
The outside walls will be : made from 16 gauge hot roll steel, properly reinforced and lined with
described insulation material pressed onto weld studs and retained with heavy duty expanded metal
panels and 11/2" x 11/" retainer clips.
WALL INSULATION & FLOOR
The oven will be insulated with 1200°F rated mineral fiber blanket 4" thick on the sidewalls and roof.
The floor of the oven will be a 2300°F poured castable refractory, providing a hard durable surface for
cleaning and service.
DOORS
Heavy duty doors constructed with 4" structural steel channel insulated and furnished with cam lock
door hardware top and bottom. The cam lock arrangement is essential for sealing the doors airtight
during the heating cycle. Doors include high temperature gaskets around door perimeter and at closure
point.
PRESSURE RELIEF
All ovens are required by NFPA 86 to have pressure relief provisions. This allows excess pressure on
the inside of the oven to equalize with outside pressures without danger to equipment, operators or
facilities. Oven includes hinged pressure relief panels in the roof of the oven that allows adequate
pressure relief by swinging open and then closing immediately by gravity.
CONTROL SYSTEM
The standard system includes state-of-the-art microbased controls used to control temperature, water
misting system and cycle time. A dual -element temperature -sensing unit, placed in both the oven
chamber and exhaust stack, senses temperature and will provide a digital read-out on the
corresponding instrument mounted in the control panel door.
CONTROL PANEL
Oven includes NEMA -12 rated control panel, complete with door hardware. Mounted inside the
cabinet on a removable panel insert will be a 20 -amp circuit breaker, control relays, interlocks, timers
and terminal strips. Mounted on the control panel door will be pushbuttons, indicating lights, oven
temperature controller and afterburner temperature controller.
The control panel will be factory pre -wired prior to shipment.
JACKSON OVEN SUPPLY, INC.
Industrial Ovens • Parts • Service
BURNER
Oven is equipped with gas burners featuring direct main flame spark ignition
and solid state electronic flame detection. The self-contained electronic
system produces instantaneous spark ignition. Continuous monitoring'by our
solid state system verifies flame or the burner automatically locks out. The
ignition trial period is a positive and meaningful safety feature. With the
direct spark model, we have practically eliminated the problem of pilot
-outage.
Other standard features is the quiet permanently lubricated motor -driven high output blower, with an
automatic self -cooling system that inhibits damage from heat back-up. The burner exclusive design
features modular flame safeguard,components.and.associated wiring outside the blast tube and blower
housing, away from the heat, providing for a longer life, ease of service, and reduced maintenance
costs.
GAS PRESSURE AND FLOW
Gas pressure to the oven should be regulated to 1 PSI minimum to 10 PSI maximum.
INSURANCE
JOS will submit necessary drawings to Purchaser's insurance approval source upon request. Should
Purchaser's insurance underwriters, local codes or plant specifications require additional safety
equipment, it can be provided for an additional expense.
EPA PERMIT ASSISTANCE
JOS will supply all pertinent equipment information and exhaust stack data for the air quality permit.
PAINTING
After completion of construction, the equipment will be thoroughly cleaned of oil, dirt and dust. One
(1) coat of prime paint and one (1) coat of finish paint shall be applied prior to shipment. Standard
color is OSHA safety blue, unless otherwise specified. OSHA color -coding will be used where
applicable.
OPTIONAL HEAT EXCHANGER
Our heat exchanger is highly recommended. It bolts
directly to the afterburner outlet and has the capacity to
heat the area around the oven effectively up to 3000 square
feet. Normal room temperatures can be maintained during
the coldest months of the year. The design of the heat
exchanger utilizes the already heated exhaust air from the
afterburner to heat -up the cooler plant air.
AMBIENT PLANT
AIR
60.70F
AFTERBURNER EXHAUST
AIR
1400.1800F
LHEATED PLANT
AIR
100-I3SF
AFTERBURNER EXHAUST
AIR
1400.1800E
JACKSON OVEN SUPPLY, INC:
Industrial Ovens • Parts • Service
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
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 9 2011
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF.TUKWILA
DEC 1 9 2017
PERMIT CENTER
�p /,�� qne
N`�i4al ^�l (
Approved: David Crippen, PE, '. nager, Design & Construction Engineering Section Date
CORRECTION
LTR#
Mil' O\i
SECTION 011000
SUMMARY
PART 1 GENERAL
1.01 SUMMARY
Section Includes:
A. Project Information
B. Work Covered by Contract Documents
C. Schedule of Values
D. Milestones
E. Work Restrictions
F. Project Management and Coordination
G. Submittals
H. Health and Safety Procedures
I. Permits
J. Temporary Barriers
K. Waste Management
L. Liquidated Damages
M. Measure and Payment
N. Closeout
1.02 PROJECT INFORMATION
A. Project Title: King County Metro Transit, Component Supply Center Electric Shop
Oven.
B. Project Location: 12100 East Marginal Way S., Tukwila, WA 98168.
C. Project Location Description: The work location is within the County's Transit base which
is high activity, controlled access areas that will remain in full operation during the work
except as specified herein for work requiring system shutdown.
1.03 WORK COVERED BY CONTRACT DOCUMENTS
A. The general elements of the project include (See technical specifications):
1. Oven unit
2. Afterburner ventilation
3. Snorkel ventilation and Ventilation Fan
4. Utilities required to operate Oven
5. Roof repair work will be completed by others and is EXCLUDED from this contract.
B. System Testing and Commissioning — Configure, test, activate, and put into service the
complete and fully -functional systems.
C. Demonstration and Training — Conduct training of the County on the operation of the
oven and associated equipment.
011000-1 C01194C17
D. Record Documents — Submit as -built drawings, operations and maintenance manuals,
programming data and any other relevant data or documents related to the oven and
ventilation system.
1.04 SCHEDULE OF VALUES
A. Submit a schedule of values. The total value of the activities shall equal the Contract
total. All compensation to the Contractor shall be prorated into the amounts indicated for
the activities. Activity values shall be rounded to the nearest dollar.
B. Coordinate preparation of the schedule of values with preparation of Contractor's
construction schedule. Activity values shall have a direct correlation to the construction
schedule.
1.05 MILESTONES
A. The Contractor shall schedule work in accordance with the approved schedule.
B. Any deviations from the approved schedule or other provisions of the specifications
shall be approved by the Project Representative.
C. Preconstruction/Submittals — MILESTONE ONE
1. The Contractor will prepare and obtain approval of submittals and other activities
required by this section.
2. The Contractor shall complete the preconstruction/submittal portion of
construction within 14 calendar days of Notice to Proceed.
D. Substantial Completion — MILESTONE TWO
1. Contractor shall complete the construction portion, including the
preconstruction/submittal portion within 120 calendar days from the Notice to
Proceed or as otherwise negotiated and documented by the Schedule.
2. The Contractor shall submit a letter requesting Substantial Completion and to
proceed to the Closeout/Final Acceptance portion. The Project Representative will
either approve the request for Substantial Completion, reject the request for
Substantial Completion.
E. Closeout/Final Acceptance — MILESTONE THREE
1. The Closeout/Final Acceptance portion shall not commence until the date of
Substantial Completion acceptance.
2. Upon the date of Substantial Completion acceptance, the Closeout/Final
Acceptance portions shall commence.
3. Closeout/Final Acceptance portion includes but not limited to the following:
a. Submittal by the Contractor of final closeout documentation
b. Completion by the Contractor of closeout procedures
c. Final Acceptance as defined in specifications and other documents related to this
project.
4. The Contractor shall have 90 calendar days from the date of Substantial
Completion Acceptance signed by the Project Representative to compete
Closeout. Liquidated Damages shall be assessed for failure to complete the
Closeout/Final Acceptance portion within 90 calendar days from the date of
Substantial Completion Acceptance signed by the Project Representative.
011000 - 2 C01194C17
Liquidated Damages will be assessed accordance the LIQUIDATED DAMAGES
of this section.
5. The Contractor shall submit a letter requesting Final Completion. The Project
Representative will either accept or reject the request for Substantial Completion.
1.06 WORK RESTRICTIONS
A. Use of Site: Contractor shall have limited use of project site for construction activities.
Submit for approval construction coordination plans that demonstrate where the work
staging area and travel paths will be prior to commencing construction, and conduct the
work without impacting base operations.
B. Contractor Vehicles On -Site: Limited parking is available and shall be coordinated in
advance with Project Representative. No private vehicles are allowed on Metro bases.
C. Work Hours - Limit work to normal business working hours of 6 a.m. to 6 p.m. Monday
through Friday, unless otherwise specified in the contract documents, including the
following restrictions:
1. No work to be performed during facility staff break times of 9:00 — 9:15 AM, 11:00 —
11:30 AM, and 1:00 to 1:15 PM, except as arranged by Project Representative.
2. In the event that work hours outside normal hours are needed, submit a schedule of
working hours outside normal work hours for approval by the Project Representative.
D. Work Requiring System Shutdown - Work that requires shutdown of the utilities or power
supplies shall be performed on weekends in coordination with Project Representative
and shall be conducted to minimize duration of shutdown.
1.07 PROJECT MANAGEMENT AND COORDINATION
A. Project Meetings — The Project Representative will schedule and conduct meetings and
conferences at the project sites, including but not limited to preconstruction conference,
pre -installation conferences at each work location, and progress meetings on a bi-
weekly basis or as necessary during the work. The preconstruction conference will be
held before starting work, and pre -installation conferences will be held prior to
commencing field work at each work location. Attendees shall include at a minimum
representatives of the Contractor, key subcontractors, and Project Representative. The
Project Representative will prepare and distribute minutes including a summary of the
meeting to each party present and to other parities requiring information.
B. Coordination with Occupants — Perform the work so as not to interfere with the County's
day-to-day operations. Notify the Project Representative not less than 72 hours in
advance of activities that will affect the County's operations.
1.08 SUBMITTALS
A. Submit in accordance with the General Conditions the following, at a minimum:
1. Schedule of Values
2. Project Schedule
3. Health and Safety Plan (HASP), project -specific
4. Construction Coordination Plan including work areas, staging areas, and travel paths
5. Permits and Authorizations
6. Construction Waste Management Plan and Final Report
011000 - 3 C01194C17
7. Mechanical components product information, the oven, afterburner ventilation,
snorkel ventilation, regulators, valves, piping, and fittings
8. FM Global Form X69 Oven/Furnace Manufacturer's Checklist
9. Electrical and control wiring components product information, including but not
limited to conduit, cable, and devices
10. Structural calculations as specified in contract drawings and specifications
11. Operations and Maintenance data
12. Warranties
13. Project Record Documents
14. Demonstration and Training Plan
15. Test Reports
1.09 HEALTH AND SAFETY PROCEDURES
A. Provide Health and Safety Plan (HASP) that meets or exceeds OSHA and WISHA
guidelines and compliance requirements, prior to the start of work.
1.10 PERMITS
A. Obtain permits pertaining to the project, including but not limited to electrical,
mechanical, Fire Marshall approval and any other permit require by jurisdictions for the
work. Pay all costs thereof, including agency inspections. Comply with terms and
conditions thereof. Provide copies of the approved permits to the Project Representative
before commencing work covered by those permits.
B. The County will not obtain any permits or authorizations for this project.
1.11 TEMPORARY BARRIERS
A. Isolate work areas in Occupied Facilities to prevent dust, fumes, and odors from entering
occupied areas.
B. Maintain dust partitions during the Work. If used, polyethylene sheeting must be
reinforced, fire -resistive sheet, 10 -mil (0.25 -mm) minimum thickness, with flame -spread
rating of 15 or less per ASTM E 84 and passing NFPA 701 Test Method 2.
C. Prior to commencing work, isolate the HVAC system in area where work is to be
performed according to coordination drawings:
D. Use vacuum collection attachments on dust -producing equipment. Isolate limited work
within occupied areas using portable dust -containment devices.
E. Perform daily construction cleanup and final cleanup using approved, NEPA-filter-
equipped vacuum equipment.
1.12 WASTE MANAGEMENT
A. Develop and implement a waste management plan in accordance with the County code
and guidance, indicating the anticipated types and quantities of demolition and
construction waste generated by the Work and whether it will be salvaged, recycled, or
disposed of.
011000 - 4 C01194C17
B. Submit final construction waste management report including the total amount of
materials managed.
1.13 LIQUIDATED DAMAGES
A. Failure to achieve the Milestones within the Contract Time will result in damages
assessed against the Contractor
B. Failure to reach Substantial Completion within 120 days of notice to proceed, or as
approved by the Project Representative will result in the assessment of liquidated
damages of $500 per day for each day beyond 120 days or specific date.
C. Failure to complete Closeout within 90 days of Substantial Completion will result in the
assessment of liquidated damages of $450 per day for each day beyond 90 days or
specific date.
1.14 MEASURE AND PAYMENT
A. Section includes specific administrative and procedural requirements for the method of
measurement and basis of payment to process Applications for Payment for work
performed.
B. Lump Sum Basis: Work performed that is payable on a lump sum basis shall be
measured for payment by percentage of work completed at the time each pay request is
submitted and based upon the agreed schedule of values submitted by the Contractor.
C. Requests for payment shall include all compensation to be received by the Contractor
based on the schedule of values and include all cost such as supervision, overhead,
profit, and general conditions.
1.15 PROJECT RECORD DOCUMENTS
A. Record Drawings: Comply with the following, prior to request for final payment:
1. Submit one paper copy set of the Contract Drawings marked -up to show all changes
from the Documents implemented during construction. These are the Contractor's
initial record prints.
2. Submit PDF electronic files of scanned Contractor's initial record prints.
3. The Project Representative will review the accuracy of the Contractor's record
against the Project Representative's record, and will return for correction if required.
B. Submit one paper copy of Project's Specifications, including addenda and contract
modifications.
C. Submit one paper copy of each approved submittal. Where record Product Data are
required as part of operation and maintenance manuals, submit duplicate marked -up
Product Data.
D. Submit written report indicating items incorporated into project record documents
including revisions, concealed conditions, field changes, product selections, and other
notations incorporated
011000 - 5 C01194C17
1.16 CLOSEOUT
A. The Following must be complete a minimum of 14 calendar days prior to final
acceptance.
1. The Contractor must request an inspection by the Project Representative a minimum
of 14 days prior to the date of Final Acceptance.
2. Obtain and submit release(s) from authorities having jurisdiction permitting the
County unrestricted use of and access to the Work. Include occupancy permits, and
similar releases.
3. All submittals presentenced to and accepted by the Project Representative.
4. Complete all punch list items to the satisfaction of the Project Representative.
5. Instruct the County in operation, adjustment, and maintenance of products,
equipment, and systems.
6. Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
7. Complete final cleaning requirements, including touchup painting.
8. Touch up and otherwise repair and restore marred exposed finishes to eliminate
visual defects
9. Submit a final Application for Payment.
B. Project Controls
PART 2 PRODUCTS NOT USED.
PART 3 EXECUTION NOT USED.
END OF SECTION
011000 - 6 C01194C17
DIVISIONS 02-49
TECHNICAL
SPECIFICATIONS
SECTION 024119
SELECTIVE DEMOLITION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Description: Section specifies demolition and removal of selected building elements, and
salvage of existing items to be recycled.
B. General Requirements: General Conditions, Supplemental Terms and Conditions, and
Division 01 apply to Work in this section.
1.02 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplemental
Terms and Conditions and Division 01 Specification Sections, apply to the work in this
Section.
B. Other Related Sections:
1. Section 011000 "Summary" for restrictions on use of the premises, Owner -
occupancy requirements, phasing requirements and coordination.
1.03 DEFINITIONS
A. Co -mingled Construction and Demolition (C & D) Recycling: Collecting mixed recyclable
materials in one container on-site. The container is taken to a material recovery facility
where materials are separated for recycling. Co -mingled C&D recycling containers may
not include items for which current recycling markets do not exist. Non -recyclable
materials must be placed into a separate waste container and disposed of as garbage.
B. Construction Waste: Building and site improvement materials and other solid waste
resulting from construction, remodeling, renovation, or repair operations. Construction
waste includes packaging.
C. Demolition Waste: Building and site improvement materials resulting from demolition or
selective demolition operations.
D. Disposal: Removal off-site of demolition and construction waste for deposit in a landfill
acceptable to authorities having jurisdiction.
E. Recycle: Recovery of demolition or construction materials for the purpose of processing
the material and utilizing it in the manufacture of a new product.
1.04 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
024119-1 C01194C17
1.05 SUBMITTALS
A. Prior to commencing demolition work, submit the following in accordance with Section
011000 Summary:
1. Proposed Protection Measures: Submit report, including Drawings, that indicates the
measures proposed for protecting individuals and property, for environmental
protection, dust control and noise control. Indicate proposed locations and
construction of barriers.
2. Schedule of Selective Demolition Activities: Indicate the sequence of selective
demolition and removal work, with start and end dates for each activity. Coordinate
with KC Project Representative to ensure facility on-site operations are
uninterrupted.
3. Coordination for shutoff, capping, and continuation of utility services; for interruption
of utility services indicate duration of interruption.
4. Coordination of Owner's continuing occupancy of portions of existing building.
B. Predemolition Photographs or Video: Show existing conditions of adjoining construction,
including finish surfaces, which might be misconstrued as damage caused by demolition
operations. Submit before Work begins.
1.06 CLOSEOUT SUBMITTALS
A. Inventory: Submit a list of items that have been removed and salvaged.
1.07 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted. Coordinate on-
site traffic control with KC Project Representative.
B. Notify KC Project Representative of discrepancies between existing conditions and
Drawings before proceeding with selective demolition.
C. Hazardous Materials:
1. It is not expected that hazardous materials will be encountered in the Work. If
suspected hazardous materials are encountered, do not disturb; immediately notify
KC Project Representative. Hazardous materials will be removed by Owner under a
separate contract.
1.08 COORDINATION
A. Arrange selective demolition schedule so as not to interfere with Owner's operations.
Coordinate with KC Project Representative.
PART 2 PRODUCTS
024119-2 C01194C17
2.01 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of
authorities having jurisdiction.
B. Standards: Comply with ASSE A10.6 and NFPA 241.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective
demolition operations.
B. Review Project Record Documents of existing construction or other existing condition
and hazardous material information provided by Owner. Owner does not guarantee that
existing conditions are same as those indicated in Project Record Documents.
3.02 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Utility Services/Systems to Remain:
1. Any utility work that requires shutdown must be performed on weekends in
coordination with Project Representative.
2. Protect existing utilities against damage during selective demolition operations.
3. Maintain fire -protection facilities in service during selective demolition operations
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,
disconnect, and seal or cap off utility services and mechanical/electrical systems serving
areas to be selectively demolished.
3.03 PROTECTION
A. Temporary Protection: Provide temporary barricades, dust protection curtain and other
protection required to prevent injury to people and damage to adjacent buildings and
facilities to remain.
1. Provide dust protection curtain from ceiling to floor, separating construction work
area from adjacent active Electric Battery Rebuild Shop.
2. Provide protection to ensure safe passage of people around selective demolition
area and to and from occupied portions of building.
3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that
are exposed during selective demolition operations.
4. Cover and protect furnishings and equipment that have not been removed.
B. Remove temporary barricades and protections where hazards no longer exist.
024119 - 3 C01194C17
3.04 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within
limitations of governing regulations and as follows:
1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining
construction. Use hand tools or small power tools designed for sawing or grinding,
not hammering and chopping. Temporarily cover openings to remain.
2. Cut or drill from the building interior to properly locate penetrations to avoid existing
piping manifolds.
3. Do not use cutting torches until work area is cleared of flammable materials. Maintain
portable fire -suppression devices during flame -cutting operations.
4. Maintain adequate ventilation when using cutting torches.
5. Dispose of demolished items and materials promptly. Comply with requirements in
Section 011000 Summary.
B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal
operations to ensure minimum interference with roads, streets, walks, walkways, and
other adjacent occupied and used facilities.
C. Existing Items to Remain: Protect construction indicated to remain against damage and
soiling during selective demolition.
3.05 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A. Not Used
3.06 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove demolition waste materials from Project site and recycle or dispose of them
according to Section 011000 Summary.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent
surfaces and areas.
3.07 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by
selective demolition operations. Return adjacent areas to condition existing before
selective demolition operations began.
END OF SECTION
024119 - 4 C01194C17
SECTION 230500
GENERAL PROVISIONS
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplemental
Terms and Conditions and Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Description: Work includes 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. Perform work in accordance with requirements in the state in which the work is
performed.
B. Conform to applicable industry standards, such as UL and ETL standards, ANSI
standards, and other standards as noted.
1. Notify the King County Project Representative of deviations in Contract Documents
to applicable codes and ordinances prior to installation of the Work. Changes in the
Work after initial installation due to requirements of code enforcing agencies shall be
performed at no additional cost to King County.
2. If conflict occurs between legally adopted codes and the Contract Documents, the
codes prevail, except that this shall not be construed as relieving the Contractor from
complying with requirements of the Contract Documents which may exceed code
requirements and not contrary to same.
3. Arrange for and pay for required permits, fees, and inspections.
1.04 SUBMITTALS
A. Comply with requirements in Section 011000 Summary.
B. Product Data:
1. Submit prior to fabrication of assemblies and delivery of purchased items.
2. Submit complete at one time. Partial product submittals not acceptable and will be
returned unreviewed.
3. Clearly mark catalog pages, equipment, and model number to be used. Note
required accessories.
C. Shop Drawings:
1. Submit as specified in individual specification sections. Submit minimum 30 days
prior to starting fabrication or installation work. Do not fabricate or install until
230500-1 C01194C17
reviewed by the King County Representative. Include complete location dimensions,
and hanger and support sizes and dimensions.
2. "Typical" drawings and wiring diagrams not acceptable unless they specifically apply
to this project.
3. Drawings shall be drawn at sufficient scale to show details clearly on same size
sheets as Drawings. Show required coordination with work of other trades. Identify
details and show their location in Project. Submit description of configuration and
operation of proposed systems. Submit outline drawings of proposed equipment in
plan and elevation views including overall dimensions, weights, and clearance
required.
4. Floor plan backgrounds are available in electronic format and shall be requested
from the King County Project Representative. Direct use of the Drawings as the
basis of Contractor's prepared Shop Drawings not acceptable.
D. Approval: Approval of a manufacturer's name or product by the King County Project
Representative does not relieve the Contractor of the responsibility for providing
materials and equipment which comply in detail with requirements of the Contract
Documents.
E. Re -Submittals: Clearly identify re -submittals. Provide revised tabs, indexes, page
renumbering, and other formats to interface with original submittal. Identify changes and
include date for project tracking.
F. Test Reports and Certificates: Submit as a package prior to Substantial Completion.
G. Certifications: Submit written certifications from the governing building authorities stating
that work has been inspected and accepted, and complies with applicable codes and
ordinances.
H. Record Drawings: Comply with Article "Record Drawings" in this section.
I. Commissioning: Submit equipment start-up and test procedures and preliminary
Operation and Maintenance Manuals.
J. Schedule of Values:
1. Comply with requirements in Division 01 with additional requirements as indicated in
this paragraph.
2. Include costs in the Schedule of Values as follows:
a. Division 23:
i. Mobilization
ii. Submittals
iii. Project Closeout and System Start-up
iv. Systems Training
v. Systems Operations and Maintenance Manuals
b. Other Equipment Material and Labor
1.05 DEFINITIONS AND ABBREVIATIONS
230500 - 2 C01194C17
A. Refer to Division 01 for definitions and abbreviations. Additional definitions and
abbreviations are as follows.
B. "Approved" or "Approval" means written approval by the King County Project
Representative or "Technical Representative".
C. "Codes" means AHJ adopted codes, rules, and ordinances and additional codes as
specified herein.
D. "Concealed" means spaces out of sight. For example, above ceilings, below floors,
between double walls, furred -in areas, pipe and duct shafts, and similar spaces.
E. "Coordination", "Coordinating", and "Coordinate" means to bring, or the bringing, into a
common action, movement, or combination so as to act together in a smooth concerted
way.
F. "Directed", "Requested", "Accepted", and similar terms means these terms imply "by the
KING COUNTY PROJECT REPRESENTATIVE" unless otherwise indicated.
G. "Exposed" means open to view. For example, pipe installed in a tunnel or pipe installed
in a room and not covered by other construction.
H. "Furnish" means supply and deliver to the project site ready for unloading, unpacking,
assembly, installation, and similar activities.
I. "Indicated" and "Indicated on the Drawings" means shown on Drawings by notes,
graphics or schedules, or written into other portions of Contract Documents. Terms such
as "shown", "noted", "scheduled" and "specified" have same meaning as "indicated", and
are used to assist the reader in locating particular information.
J. "Install" means to place in position for service or use. Includes operations at project site,
such as unloading, unpacking, assembly, erection, placing, preserving, anchoring,
applying, working to dimension, finishing, curing, protecting, cleaning, and similar
activities.
K. "Provide" means furnish and install for a complete, finished, and operable system and
ready for intended use.
L. "Shop Drawings" means documents which fully detail equipment and intended
installation relative to this specific Project.
M. "Work" or "Project" means entire scope of work required by the Contract Documents.
N. Abbreviations:
1. KCPR King County Project Representative
2. AHJ Authorities Having Jurisdiction
3. ANSI American National Standards Institute
4. ASME American Society of Mechanical Engineers ASTM American Society for
Testing and Materials AWS American Welding Society C Degrees Celsius
5. ETL Environmental Technology Laboratory
230500 - 3 C01194C17
6. FM Factory Mutual
7. IBC International Building Code
8. IFC International Fire Code
9. IMC International Mechanical Code
10. LEED Leadership in Energy and Environmental Design
11. MSS Manufacturers Standardization Society of the Valve and Fittings Industry
12. NEC National Electrical Code
13. NFPA 70 (latest adopted edition with Amendments)
14. NEMA National Electrical Manufacturer's Association
15. NFPA National Fire Protection Association
16. OSHA Occupational Safety and Health Administration
17. UL Underwriters Laboratories Inc.
18. UPC Uniform Plumbing Code
19. WOG Water Oil Gas
1.06 MATERIALS
A. Where two or more manufacturers are listed, select for use any of those listed. The first
mentioned, in general, was used as the basis of design. Bids on any manufacturer
named is acceptable as long as that manufacturer meets every aspect of the Contract
Documents. Note that equipment layout is based on equipment listed in equipment
schedules.
B. Ensure that equipment will fit within available space. Where other than basis of design
manufacturer is selected for the Project, Contractor is responsible for verifying
equipment will fit within available space and meet manufacturer's and code required
clearances.
C. Where other than the basis of design manufacturer is selected for the Project, include
cost of resulting additional work, coordination with other trades, and redesign of
associated building services and structure as required to accommodate selected
equipment. Include redesign drawings with submitted Shop Drawings.
1.07 STANDARDS OF QUALITY
A. Equipment and materials shall be installed in accordance with the manufacturer's
recommendations and best trade practices.
B. Products shall be new unless indicated otherwise in the Contract Documents.
1.08 SUBSTITUTIONS
A. Comply with requirements in Division 00 and Division 01.
1.09 DRAWINGS AND SPECIFICATIONS
A. General: The mechanical drawings are diagrammatic. Complete details of building
features which affect fire suppression, plumbing, and HVAC installations may not be
230500 -4 C01194C17
shown. For additional details, refer to other Contract Documents. Report any
discrepancies to the King County Project Representative along with suggested revisions.
Obtain written response from the King County Project Representative before proceeding
with changes.
B. Depiction of Work: Drawings do not show exact characteristics of the work, piping and
air distributions configurations, or necessary number of fittings and offsets. Base work on
actual field measurements and conditions. Provide work required to complete the
installation.
C. Dimensions: Do not scale drawings. Dimensional accuracy is not guaranteed, and field
verification of dimensions, locations, and levels to suit field conditions is required.
D. Discrepancies: Field verify dimensions and existing conditions prior to performing work.
E. Bring any discrepancies within the Contract Documents and between the Contract
Documents and field conditions to the attention of the King County Project
Representative, as well as any design and layout changes required due to specific
equipment selection, prior to the Contractor's work (equipment and material purchasing
and installation). Any corrective work required by the Contractor after their discovery of
such discrepancies, inconsistencies, or ambiguities shall be performed at no additional
cost to King County.
F. Specifications: These specifications are written in imperative mood and streamlined
form. The imperative language is directed to the Contractor, unless specifically noted
otherwise. The words "shall be" are included by inference where a colon (:) is used
within sentences or phrases.
1 10 RECORD DRAWINGS
A. Comply with requirements in Division 00 and Division 01.
111 COORDINATION
A. Coordinate Division 23 Work with other trades.
B. Equipment, ductwork, and piping shown are based on existing drawings as available and
on limited project site observations to the extent possible under current conditions. Field
verify existing conditions prior to commencement of work. Obtain specific locations of
structural and architectural features or equipment items from referenced drawings, field
measurements, or trade providing material or equipment.
C. Existing Conditions:
1. General Construction: Installation of Division 23 work may require openings, removal
and replacement of ceilings, sleeves, and restoration of general construction to
match existing. Some work occurs in areas not requiring alterations as part of
architectural work. Coordinate new openings and restoration work so that there is no
additional cost to King County.
2. This project may require work in the presence of asbestos containing material
(ACM). Division 23 does not provide for or cover the identification, removal,
encapsulation, or disposal of such material. If the presence of ACM is suspected,
230500 - 5 C01194C17
notify the King County Project Representative and general contractor prior to
proceeding with in the vicinity of ACM.
D. Coordinate attachments to structure to verify that attachment points on equipment and
structure can accept seismic, weight, and other Toads imposed.
112 WORKMANSHIP
A. Work shall be in accordance with best trade practices. Remove substandard
workmanship and provide new material at no additional cost to King County.
1 13 SITE VISIT
A. The Contractor shall visit site during bidding period to note conditions affecting
installation of Work. No additional charges allowed due to failure to adequately review
conditions.
114 WARRANTY
A. Conform to requirements in General Conditions, Supplementary Conditions, and Division
01. Where not so prescribed or defined, the period shall be,1 year. Warranty periods
within Division 23 shall not commence until Substantial Completion. Contractor shall
extend longer warranties specified in other sections.
1 15 EQUIPMENT FURNISHED BY OWNER INSTALLED BY CONTRACTOR (FOIC)
Not Used
1.16 DEMONSTRATION
A. Comply with requirements in Division 01 with additional requirements indicated in this
article.
B. Following installation and prior to final acceptance, demonstrate that equipment and
systems operate as indicated in the Contract Documents and in accordance with
manufacturer's recommendations.
C. Perform in presence of the King County Project Representative unless otherwise
directed by the King County Project Representative. Give minimum 1 week notice prior
to demonstrations.
D. Provide instruments and personnel required to conduct demonstrations.
1.17 SUBSTANTIAL COMPLETION
A. Comply with requirements in Division 00 and Division 01.
1 18 CONTINUITY OF EXISTING UTILITY SERVICES
A. Shutdown Duration: Comply with requirements in Division 01. Any utility work that
requires shutdown must be performed on weekends in coordination with Project
Representative. Schedule each shutdown in writing with the King County Project
230500 - 6 C01194C17
Representative at least 14 days in advance of shutdown and obtain advance written
approval from the King County Project Representative.
B. Temporary Services: Provide during necessary interruptions of existing utilities.
C. Owner Occupancy:
1. Perform work in the existing building with respect for the necessity of the King
County employee occupants to perform their regular work.
2. Plan installation of new work and connections to existing work to assure minimum
interference with regular operation of existing facilities. Do not remove, disconnect,
or shutdown systems without prior review by the King County Project Representative
to confirm that areas needed to remain in operation are not affected.
3. Provide temporary piping, ductwork, wiring, controls, and similar systems and
connect to existing systems to keep existing fire suppression, plumbing, and HVAC
systems in operation to service areas that need to remain occupied.
119 COMMISSIONING
A. Comply with requirements in Sections 230800.
B. Submit equipment start-up and test procedures to the Project Representative a minimum
of 2 -weeks prior to expected start-up date.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
230500 - 7 C01194C17
SECTION 230510
BASIC MATERIALS AND METHODS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Description: Work includes equipment supports, sleeves, identification, appurtenances,
and miscellaneous work. This section applies to all Division 23 sections.
B. General Requirements: Drawings and general provisions of the Contract, including
General and Supplemental Terms and Conditions and Division 01 Sections, apply to
Work in this Section.
1.2 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with applicable city, county and state codes and
ordinances.
B. UL Compliance: Where UL fire -resistance rating is indicated for construction, furnish
UL listed and labeled units, except for those units which are smaller than minimum size
requiring ratings as recognized by governing authority.
1.3 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. Gas-fired Burn -Off oven and associated appurtenances
2. Smoke Capture System "Snorkel" Vent and associated fan and ductwork
3. Equipment nameplates and signage
C. Test Reports: As required in specific specification sections.
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products in accordance with manufacturer's
recommendations, using means and methods to prevent damage, deterioration, and
loss, including theft.
B. Deliver products to site in manufacturer's original containers, complete with labels.
C. Inspect products upon delivery to ensure compliance with the Contract Documents and
to ensure that products are undamaged and properly protected.
230510-1 C01194C17
D. Store products subject to damage by weather conditions above ground, under cover in
weather tight enclosure, with ventilation adequate to prevent condensation. Maintain
temperature and humidity within range required by manufacturer's instructions.
E. Close open ends of equipment and work with temporary covers or plugs during storage
and construction to prevent entry of foreign material.
F. All staging to be coordinated with Project Representative at pre -construction meeting.
G. At no point will the contractor be permitted to use Metro owned equipment for product
handling.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Materials shall be new and of manufacturers specified herein. They shall bear the UL
labels where possible.
2.2 EQUIPMENT SUPPORTS
A. Select and size supports, expansion bolts, concrete inserts, and anchor bolts as
specified in contract drawings. Repair damaged galvanized surfaces with ZRC
Galvilite.
B. Expansion Bolts and Concrete Screws:
1. Manufacturers for Expansion Bolts for Equipment: Simpson Strong -Tie, Hilti, or
approved for holes drilled in concrete.
2. Manufacturers for Concrete Screws for Equipment: Simpson Strong -Tie, Hilti, or
approved for holes drilled in concrete.
C. Concrete Inserts: Comply with requirements as specified in contract drawings.
D. Anchor Bolts: Include for equipment. Number and size per manufacturer's
recommendations or as indicated on the Drawings.
E. Supplementary Steel Framing: Standard structural steel shapes or Schedule 40 steel
pipe.
F. Welding to Building Structural Members: Not acceptable except as indicated on the
Drawings.
2.3 SLEEVES
A. Materials: Schedule 40 galvanized steel pipe with unthreaded ends, cast iron pipe, or
minimum 26 gage galvanized sheet steel.
230510 - 2 C01194C17
2.4 EQUIPMENT NAMEPLATES
A. General: Punched for mechanical fastening except where adhesive mounting is
necessary because of substrate. Plastic strips with raised letters made by a marking
device not acceptable. Coordinate naming convention with the King County Project
Representative.
B. Material:
1. Metal Labels for Equipment:
a. Material and Thickness: Stainless steel 0.025 -inch minimum thickness or
anodized aluminum 0.032 -inch minimum thickness.
2. Plastic Labels for Equipment:
a. Material and Thickness: Engraved stock melamine plastic laminate.
Comply with FS L -P-387. 0.125 -inch minimum thickness.
b. Letter Color: Black; Background Color: White.
c. Maximum Temperature: Able to withstand temperatures up to 160 deg F.
C. Minimum Label Size: Not less than 2-1/2 by 3/4 inch.
D. Minimum Letter Size: 1/2 inch. Include secondary lettering two-thirds to three-fourths
the size of principal lettering.
E. Adhesive Fastener: Contact -type permanent adhesive, compatible with label and
substrate.
2.5 PIPE MARKERS AND COLOR BANDS
A. General: Manufacturer's standard preprinted, flexible or semi-rigid, permanent,
colorcoded, plastic sheet pipe markers. Comply with ASME Al 3.1 for label color and
lettering size. Color code markers in accordance with Article "Pipe Markers and Color
Bands Schedule" in this section. Include flow direction arrows.
B. Small Pipes: For external diameters less than 6 inches (including insulation), full band
pipe markers.
C. Lettering: Indicate piping system using full name or abbreviation as indicated on the
Drawings. Manufacturer's standard pre-printed nomenclature which best describes
piping system in each instance acceptable, as selected by the Project Representative
in cases of variance with names indicated on the Drawings.
D. Manufacturers: Seton, Brady, Craftmark, Marking Services, or approved.
2.6 PAINTING
A. General: Painting of work specified in mechanical sections which is exposed, including
exterior exposed mechanical work, is specified in Division 09 or in the Division 23
section.
230510 - 3 C01194C17
PART 3 - EXECUTION
3.1 MEASUREMENTS
A. Verify measurements at job site. Locate equipment and fixtures on centers of walls,
openings, spaces, and similar locations except where noted otherwise. Check that
piping, ducts, and similar elements clear openings.
3.2 INSTALLATION OF EQUIPMENT
A. Equipment Installation, General:
1. Install supports for equipment and appurtenances.
2. Install equipment at locations and to dimensions indicated in the drawings using
manufacturer's leveling screws, blocks, shims, or wedges. Do not distort
equipment or baseplates.
B. Equipment Seismic Restraints: Comply with requirements in Contract documents.
3.3 CUTTING AND PATCHING
A. General: Include in cost of cutting, coring, patching, and painting of existing walls,
ceilings, and floors as required to accommodate work as indicated in the Contract
Documents and specified in Division 23 work, except where specifically shown on
contract drawings. Employ skilled workers to perform cutting and patching and restore
disturbed surfaces to original condition. Patch and paint to match existing surfaces. In
addition, comply with requirements in Division 01.
B. Coordinate cutting work with other trades to minimize patching work and to protect
existing finishes and structure from damage. Cutting of structural members shall be
done with the King County Project Representative's approval.
C. During demolition efforts, cover duct open -ends and grille openings with taped on
plastic sheet to keep construction dust out of the ducted system. Comply with
requirements of Section 230520.
D. All roof flashings, sealing and roof repairs to be performed by King County warranty
certified roofing contractor. Coordinate all roof repair work with Project Representative.
3.4 SLEEVES AND SEALING OF SLEEVES
A. Install sleeves for pipes and ducts for penetrations through cast -in-place concrete walls
and floors, non -rated walls and floors, fire and smoke rated walls and floors,
mechanical room walls and floors, and acoustical walls. Seal air and watertight.
B. Dimensions:
1. Annular Clear Space, General: Include annular clear space of approximately 1/4
to 1/2 inch. Size to accommodate insulation passing through sleeve.
230510 -4 C01194C17
2. Annular Clear Space for Sleeves through Fire and Smoke Rated Walls and
Floors: Include annular clear space between sleeve and insulated or uninsulated
surfaces of pipe, tubing, conduit, and wiring per firestopping manufacturer's
installation requirements.
C. Setting: Core drill existing concrete wall and floor construction.
D. Sealing of Sleeves through Walls and Floors: Fill both ends of sleeve with non -
hardening silicone sealer.
3.5 ACCESSIBILITY
A. General: Locate valves, controls, and similar components to be readily accessible.
B. Equipment:
1. Install equipment which requires periodic servicing or repairs to be readily
accessible, except where specifically shown on contract drawings. Otherwise,
obtain King County Project Representative approval of location.
2. Piping and conduit shall not interfere with required access.
3.6 PIPE MARKERS AND COLOR BANDS
A. Install identification after completion of covering and painting.
B. Locate pipe markers and color bands as follows wherever piping is exposed in
occupied spaces, accessible maintenance spaces, and exterior non -concealed
locations.
1. Near each valve and control device.
2. Near major equipment items and other points of origination and termination.
3. Spaced intermediately at maximum spacing of 30 feet along each piping run,
except reduce spacing to 15 feet in congested areas of piping and equipment.
4. Stagger alternately on adjacent pipes.
3.7 PERSONNEL PROTECTION
A. General: Where support angles, hangers, equipment supports and appurtenances, and
similar items are exposed above floors, walkways, and maintenance access ways,
cover such protrusions Tess than 6'-6" above floor with protective padding.
B. Protective Padding: Soft elastomeric foam material or equivalent with composite and
component ratings per NFPA 255, ASTM E 84, or UL 723. Flame spread 25, smoke
developed 50. Armstrong or Rubatex.
C. Secure and permanently fasten elastomeric foam material in neat and smooth manner
using band straps, clamps, snaps, or similar methods.
230510 - 5 C01194C17
3.8 EQUIPMENT NAMEPLATES
A. If existing nameplates are damaged during construction or otherwise do not exist,
install new nameplates on or near each major item of mechanical equipment and each
operational device. Install on accessible sides of equipment.
B. Install with self -tapping stainless steel screws or steel rivets; use of contact -type
permanent adhesive is acceptable where screws should not penetrate substrate.
3.9 PAINTING
A. Touch-up: Cover scratches, abrasions, and similar damages to equipment with factory
finished surfaces using matching factory furnished paint.
3.10 REVISIONS, ALTERATIONS, AND CONNECTIONS TO EXISTING MECHANICAL
SYSTEMS
A. General: Concealed equipment, piping, and ducts of record are indicated in the
Contract Documents. Since these are not necessarily exact with respect to location or
completeness, take the following steps:
1. Inspect existing conditions of work, including existing equipment, piping, and
ducts, and compare to the Contract Documents for extent of new work.
2. Where connections are required to existing piping, keep shutdown period to a
minimum and restore services promptly to existing building. Comply with
requirements of Article "Continuity of Existing Utility Services" in Section 230500.
3. Should any unknown piping and ducts be encountered during course of work,
notify the King County Project Representative of such discovery.
3.11 CLEANING AND HOUSEKEEPING
A. General: Comply with requirements in Division 01.
B. Remove debris, cuttings, crates and similar items created by Division 23 Work at
regular intervals. Perform at sufficient frequency to eliminate hazards.
C. Before Substantial Completion, carefully clean equipment, fixtures, exposed ducts and
piping, and similar items. Remove construction labels, dirt, dust, cuttings, paint, plaster,
mortar, concrete, and similar items.
3.12 COMMISSIONING
A. Equipment and systems referenced in this section shall be commissioned per Section
230800 provided with this contract. Contractor has specific responsibilities for
scheduling, coordination, test development, testing and documentation. Coordinate
commissioning activities with the Project Representative.
END OF SECTION
230510 - 6 C01194C17
SECTION 230513
ELECTRICAL PROVISIONS FOR MECHANICAL WORK
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Description: Work includes factory and field installed motors, motor starters, and
associated appurtenances.
B. General Requirements: Drawings and general provisions of the Contract, including
Terms and Conditions and Division 01 Sections, apply to Work in this Section.
1.2 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with applicable city, county and state codes and
ordinances.
B. Codes and Standards:
1. NFPA 70, National Electrical Code (NEC).
2. UL 508A, Standard for Industrial Control Panels.
C. Comply with applicable NEMA standards and refer to NEMA standards for definitions
of terminology herein. Comply with NFPA 70 for workmanship and installation
requirements and to applicable Division 26 sections.
1.3 SUBMITTALS Not Used
1.4 WARRANTY Not Used
PART 2 - PRODUCTS
2.1 MOTOR STARTERS
A. General: Comply with requirements in Division 26 for factory installed starters. Field
installed starters are specified in Division 26 work.
2.2 EQUIPMENT SHORT CIRCUIT CURRENT RATING
A. Mechanical equipment, packaged systems, control panels, motor starters, motor
controllers and similar equipment shall carry a Short Circuit Current Rating (SCCR)
equal to or greater than available fault current delivered from electrical system. Include
visible factory nameplate indicating SCCR in accordance with UL 1995 and UL 508A.
230513-1 C01194C17
PART 3 - EXECUTION
3.1 MOTORS
A. Install motors on motor mounting systems in accordance with manufacturer's
instructions, securely anchored to resist torque, drive thrusts, and other external forces
inherent in mechanical work. Secure sheaves and other drive units to motor shafts with
keys and Allen set screws, except motors of 1/3 hp and Tess may be secured with Allen
screws on flat surfaces of shaft. Set motor shafts parallel with machine shafts.
3.2 STARTERS
A. Coordinate with Division 26 work to install starters and wiring devices near motors or
as indicated in the construction documents. Securely support and anchor in
accordance with manufacturer's installation instructions. Locate for proper operational
access, including visibility for safety.
3.3 EQUIPMENT AND MOTOR CONNECTIONS
A. Re -install flexible -conduit connection to motor and equipment for packaged and non -
packaged equipment that is factory assembled. Comply with applicable provisions of
Division 26 sections for wiring materials and wiring services.
B. Refer to Division 26 sections for installation requirements. Division 23 shall provide
work not indicated in Division 26 for a complete and operating system. Where a conflict
occurs between Divisions 23 and 26, Division 23 contractor shall provide work for a
complete and operating system. Refer to schedule for additional information.
3.4 EQUIPMENT FABRICATION
A. Include permanent alignment of motors with equipment, or adjustable mountings as
applicable for belt drives, special couplings and similar indirect coupling of equipment.
3.5 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.
3.6 MECHANICAL — ELECTRICAL INTERFACE SCHEDULE
A. Establishing the separation of work between trades and subcontractors is not within
scope of these Contract Documents.
END OF SECTION
230513 - 2 C01194C17
SECTION 230520
MECHANICAL DEMOLITION
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Description: Work includes two new roof penetrations for ventilation ductwork and
connecting to facility water and gas piping, as indicated in the Contract Documents.
B. General Requirements: Drawings and general provisions of the Contract, including
Terms and Conditions and Division 01 Sections, apply to Work in this Section.
1.2 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with applicable city, county and state codes and
ordinances.
PART 2 - PRODUCTS Not used
PART 3 - EXECUTION
3.1 GENERAL
A. Dust Control: Provide protective measures to minimize transfer of noise, dust, dirt, and
refuse to adjacent areas of building, including a dust tight barrier from ceiling to floor
between the work area and adjacent Electric Motor Rebuild Shop. Such measures may
also include temporary walls, portable exhaust fans, vacuum systems and partitions.
Protective measures shall be in place prior to commencing demolition work.
B. Extent: Keep areas of demolition as clean and orderly as physically possible. Do not
allow demolition debris to accumulate. Gather debris and dispose daily. Broom or
vacuum -clean work areas on a daily basis.
C. Protection: Protect existing equipment, furnishing, and systems with protective
coverings. Protect finished surfaces including new roofing materials. Protect fire
system components such as smoke detectors from dust.
3.2 DAMAGES
A. Repairs: Promptly repair damage to existing surfaces, equipment, finishes, or adjacent
facilities at no cost to King County and to the satisfaction of the King County Project
Representative.
230520 - 1 C01194C17
3.3 CONTINUITY OF EXISTING UTILITY SERVICES
A. Comply with requirements in Sections 230500 and 024119.
B. Any utility work that requires shutdown must be performed on weekends in
coordination with Project Representative.
3.4 DEMOLITION
A. General: Provide demolition work required for installation of new mechanical
equipment as indicated in the Contract Documents.
B. Reuse: Reuse existing products as indicated in the Contract Documents.
C. Existing Conditions: Comply with requirements in Division 01. Verify specific demolition
work and operating conditions to be encountered from on-site review and coordination
with the King County Project Representative. Maintain service to existing equipment
during new construction work as required by construction sequencing/scheduling
provisions. Provide temporary services as necessary to meet these conditions. Protect
active piping and wiring encountered. Notify the King County Project Representative of
utilities encountered whose services are not known.
D. Patching: Patch and paint any disturbed areas to match existing surfaces.
3.5 DISPOSAL OF DEMOLISHED MATERIALS
A. Disposal: Remove debris, rubbish, and other materials resulting from demolition
operations from building site unless reinstalled or delivered to the King County
Representative as indicated in the Contract Documents. Transport and legally dispose
of material off site.
B. Burning: Burning of removed materials is not permitted on project site.
3.6 CLEAN-UP AND REPAIR
A. Clean -Up: Upon completion of demolition work, remove tools, equipment and
demolished materials from site. Remove protection and leave work areas clean.
B. Repair: Repair demolition performed in excess of that required at no additional cost to
King County. Return structures and surfaces to conditions existing prior to
commencement of demolition work or as directed by the King County Project
Representative.
END OF SECTION
230520-2 C01194C17
SECTION 230800
MECHANICAL SYSTEMS COMMISSIONING
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.
B. Section 260051 Basic Materials and Methods Electrical Mini -Spec.
1.02 SUMMARY
A. Description: Work includes Division 23 responsibilities and participation in
commissioning process to demonstrate compliance of installed systems in accordance
with the Contract Documents. 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.
1.04 CONTRACTOR RESPONSIBILITIES FOR COMMISSIONING
A. General:
1. Commissioning is joint responsibility of Divisions 23 and 26 subcontractors (including
their subcontractors and equipment suppliers).
2. Divisions 23 and 26 subcontractors are responsible to provide support required for
start-up, testing, and commissioning.
3. Commissioning process requires Divisions 23 and 26 participation to ensure all
portions of the Work have been completed in a satisfactory and fully operational
manner.
4. Attend on-going commissioning status meetings during construction phase to
monitor progress and to help facilitate commissioning process. Divisions 23 and 26
subcontractors and their subcontractor representatives shall attend these meetings.
B. Basic Commissioning:
1. Within 60 days after contract award to the general contractor, prepare preliminary
schedule for Division 23 pipe system testing, flushing and cleaning, equipment start-
up and testing and completion for verification by the Project Representative. Once
accepted, include schedule in the master project construction schedule. Update
schedule as appropriate.
2. Give minimum 48 hours prior notice to the Project Representative when pipe and
duct system testing, flushing, cleaning, and startup of each piece of equipment and
testing will occur. Be responsible to notify the Project Representative when
commissioning activities not yet performed or not yet scheduled will delay
230800-1 C01194C17
construction. Be proactive in seeing that commissioning processes and scheduling
information is communicated to efficiently execute commissioning.
3. Start-up and test equipment and systems.
4. Complete pre -functional test checklists to assure that Division 23 equipment and
systems are fully operational and ready for functional testing.
5. Assist in functional testing to verify equipment and system performance.
6. Furnish equipment, materials, and labor necessary to correct deficiencies found
during commissioning process which fulfill contract and warranty requirements.
7. Prepare operation and maintenance information and Record Drawings.
a. Assisting in developing system operation descriptions.
b. Coordinate with equipment manufacturers to determine specific requirements to
maintain warranties.
c. Correct deficiencies and submitting signed documentation that deficiencies have
been corrected.
PART 2 PRODUCTS
2.01 TEST EQUIPMENT
A. Description: Test equipment as necessary for start-up and testing of mechanical
equipment.
B. Proprietary Test Equipment:
1. For products in which proprietary test equipment is needed for functional
performance testing, product manufacturer shall furnish test equipment, demonstrate
its use, and assist in the commissioning process.
2. Identify proprietary test equipment required in test procedures submittals and in a
separate list of equipment to be included in Operations and Maintenance Manuals.
PART 3 EXECUTION
3.01 WORK PRIOR TO COMMISSIONING
A. Description:
1. Complete all phases of the Work so various systems can be started, tested,
adjusted, and otherwise commissioned. Submit written notification to the King
County Project Representative that the systems have been calibrated, tested, are
operating properly, and are ready for commissioning at least 14 days prior to
scheduled commissioning.
2. Division 23 subcontractors have primary start-up responsibilities with obligations to
complete systems, including sub -systems, so they are fully functional. This includes
complete installation of equipment, materials, pipe, duct, wire, insulation, controls,
and similar items per the Contract Documents and related directives, clarifications,
and change orders.
B. Commissioning Plan:
1. The Division 23 subcontractor will develop a commissioning plan.
2. Make system modifications and clarifications in contractual requirements of this and
related sections of work at no additional cost to King County.
230800-2 C01194C17
3. If general contractor -initiated system changes have been made that alter
commissioning process, notify the King County Project Representative.
C. Pre -Commissioning Work:
1. Attend a commissioning scoping meeting and other meetings necessary to facilitate
the commissioning process. One representative of the Contractor cognizant of
respective aspects of their work shall attend commissioning meetings. Other trades
shall attend the commissioning meetings when their portions of the work are being
tested.
2. Start-up and testing services for equipment, including but not limited to the following:
a. Gas Fired Burn -off Oven and related controls
b. Smoke Capture System and related controls
c. Natural gas piping
3. Normal start-up services required to bring each system into a fully operational state.
This includes cleaning, filling, purging, leak testing, motor rotation check, control
sequences of operation, and similar conditions.
4. Contractor shall perform pre -functional tests on the equipment and systems.
5. Completion of controls installation, calibration, programming, and testing is critical for
efficient and successful commissioning process.
6. The commissioning process will not begin until each system is complete, including
normal contractor start-up.
D. Scheduling:
1. Commissioning is intended to begin upon completion of a system. Commissioning
may proceed prior to completion of systems or sub -systems subject to coordination
with the Project Representative. Start of commissioning before system completion
will not relieve the Contractor from completing those systems per construction
schedule.
3.02 PARTICIPATION IN COMMISSIONING
A. Description:
1. Start up and test systems specified in Division 23 by factory trained technicians.
Make these same technicians available to assist in completing commissioning
program as it relates to each system and their technical specialty.
2. Coordinate work schedules, time required for testing, and similar conditions with the
Project Representative. Ensure that qualified technicians are available and present
during agreed upon schedules and for sufficient duration to complete necessary
tests, adjustments, and problem resolutions.
B. System Problems and Discrepancies: These may require additional technician time,
redesign, and reconstruction of systems and system components. Make additional
technician time available for subsequent commissioning periods until required system
performance is obtained.
C. Qualifications of Technicians: The Project Representative has the right to judge
appropriateness and qualifications of technicians relative to each item of equipment or
system. Qualifications of technicians include specific experience with startup and testing
of the subject equipment or system, factory training, expert knowledge relative to specific
equipment involved, adequate documentation and tools to service/commission
230800 - 3 C01194C17
equipment, and attitude and willingness to work with the Project Representative to get
the Work done.
D. Attend on-going commissioning status meetings during construction phase to monitor
progress and to help facilitate commissioning process. Divisions 23 and 26
subcontractors and their subcontractor representatives shall attend these meetings.
3.03 WORK TO RESOLVE DEFICIENCIES
A. Description:
1. In some systems, maladjustments, misapplied equipment, and deficient performance
under varying loads will result in additional work being required to commission
systems. Complete Work under direction of the King County Project Representative
with input from the appropriate subcontractor and equipment supplier.
2. Whereas all members will have input and opportunity to discuss the Work and
resolve problems, King County Project Representative will have final authority on
necessary work to be done to achieve performance.
B. Timing:
1. Complete corrective work to permit completion of commissioning process.
2. If deadlines pass without resolution of problems, King County reserves right to obtain
supplementary services and equipment to resolve problems. Costs incurred to solve
problems in an expeditious manner will be the Contractor's responsibility.
3.04 ADDITIONAL COMMISSIONING
A. Additional commissioning activities may be required after system adjustments,
replacements, and similar activities are completed. Contractor and suppliers shall
include a reasonable reserve to complete this work as part of their standard contractual
obligations.
3.05 SYSTEMS DOCUMENTATION
A. Drawings: Maintain as -built red -lines as required in Division 01 and Section 230500.
Red -line drawings prepared at completion of construction based on memory of
construction personnel not acceptable. Continuous and regular red -lining of drawings to
indicate actual constructed conditions is considered essential and mandatory. Progress
on as-builts will be checked periodically at Commissioning Meetings.
B. Operation and Maintenance Data: Submit one copy of equipment technical literature,
operation and maintenance literature, and shop drawings to the Project Representative
as soon as they are available. This requirement is for review of documents prior to
distribution of multiple copies for King County's final use.
END OF SECTION
230800-4 C01194C17
SECTION 230810
SYSTEMS TRAINING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Description: Work includes training the King County's personnel in the operation,
maintenance, and management of the constructed systems.
B. General Requirements: Drawings and general provisions of the Contract, including
General and Supplemental Terms and Conditions and Division 01 Sections, apply to
Work in this Section.
1.2 SCOPE OF WORK
A. Systems training shall take the form of classroom and field sessions to introduce
operation, maintenance and management personnel to Operation and Maintenance
Manuals, drawings, and other documents and aids available to operate and maintain
equipment. Commence instruction periods with approved Operation and Maintenance
Manuals.
B. Factory trained specialists in area of major equipment and system shall present
sessions on their specific equipment and system.
C. Conduct hands-on training during preliminary commissioning so that actual operation
and maintenance of equipment and systems could be the responsibility of operation,
maintenance and management personnel at completion of preliminary commissioning
if King County so chooses. Comply with total minimum hours specified in individual
specification sections.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.1 SYSTEMS TRAINING
A. General: Operator training shall provide a complete overview of equipment,
components, and systems with an emphasis on:
1. Documentation in the preliminary Operations and Maintenance Manuals.
2. How to use the Operations and Maintenance Manuals.
3. System operational procedures for all modes of operation.
4. Acceptable tolerances for system adjustments in operating modes.
230810-1 C01194C17
5. Procedures for dealing with abnormal conditions including emergency
operations.
6. Hazards and safety.
7. Review of maintenance and operations in relation to written applicable
warranties, agreements to maintain and service and similar continuing
commitments.
B. Schedule: Submit training schedule and agenda to the King County Project
Representative for approval 4 weeks prior to first training session.
C. Engage qualified instructors to instruct King County's personnel to adjust, operate, and
maintain equipment, systems, and subsystems. Furnish educational materials and
tools needed to conduct training sessions.
D. Typical Agenda as Follows:
1. Introduction
2. Description of Systems:
a. Gas Fired Burn -off Oven and Controls
b. Safety accessories
c. Smoke Capture Vent System
3. Operational Procedures:
a. Check list
b. Manual/automatic operation
c. Emergency procedures
d. Alarms and resets
4. Maintenance:
a. Routine
b. Preventive
c. Service
d. Access provisions
5. Warranties: Coverage and Use
6. Spare Parts
7. Tools:
a. Normal tools, supplies and equipment.
b. Special tools.
3.2 RETRAINING
A. After system commissioning, instruct King County's operation and maintenance
personnel on changes and reconfiguration which may have occurred during
commissioning process.
END OF SECTION
230810 - 2 C01194C17
SECTION 230820
SYSTEMS OPERATIONS AND MAINTENANCE MANUALS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Description: Work includes preparation of Operation and Maintenance Manuals.
B. General Requirements: Drawings and general provisions of the Contract, including
General and Supplemental Terms and Conditions and Division 01 Sections, apply to
Work in this Section.
1.2 SCOPE OF WORK
A. General:
1. Comply with requirements in Division 01 and with additional requirements
indicated in this article.
2. For each component and systems listed in Article "Table of Contents" in this
section and furnished and installed by Contractor, include the following (both in
hard and electronic format). Include a basic description of systems.
B. Product Data and Parts List: Include local source of supply for parts and replacement.
List parts and components of equipment stating catalog number (serial number and
ratings, such as HP, voltage, and GPM) and size of part used in or on equipment.
Include information pertinent to specific project and annotate each page to clearly
identify specific product or part installed and identify data applicable to installation.
Delete references to inapplicable information.
C. Preventive Maintenance Schedule and Procedures: Include safety precautions and
safety features.
D. Troubleshooting Guide: Include equipment functions, operating characteristics, and
limiting conditions.
E. Manufacturer's Installation Instructions: Include assembly, installation, wiring diagrams,
alignment, adjustment, and checking instructions.
F. Manufacturer's Service Instructions. Include suggested frequency of maintenance and
list of lubricants or other required supplies.
G. Start-up Instructions with Certificates of Start-up and Verification: Include test data and
performance curves, routine and normal operation, regulation and control, shutdown
and emergency conditions.
H. Final approved submittals.
230820-1 C01194C17
I. Warranties: Copy of each warranty, guarantee, bond and maintenance/service contract
issued. Include information for King County's personnel indicating proper procedures in
event of failure and instances which might affect validity of warranties. State warranty
start date and duration of components.
J. Maintenance and service contracts (if specified).
K. Filters: Include sizes, quantities, and locations.
1.3 SUBMITTALS
A. Comply with requirements in Division 01, Section 230500, Section 233400 and Section
235400.
Submit a preliminary copy of a required Operation and Maintenance Manual to the
King County Project Representative for review and approval in one package.
Incomplete, "piece -meal" submittals not acceptable and will be returned unreviewed.
C. Submit approved Operation and Maintenance Manuals to the King County Project
Representative minimum 30 days before instruction periods as specified in Section
230810. Commence with review comments and corrective measures identified during
these procedures being incorporated. Following instruction periods, incorporate
corrective measures and submit final Operation and Maintenance Manuals.
1.4 TABLE OF CONTENTS
A. Provide specifications, installation, operation, maintenance and troubleshooting
information for the following items:
1. Gas Fired Burn -off Oven and associated controls
2. Smoke Capture Vent System and associated controls
PART 2 - PRODUCTS
2.1 FORMAT
A. Assemble Operation and Maintenance Manual in 3 -ring binder(s). Use multiple binders
if pages in a single binder would exceed 4 inch thickness. Include indexed tabs for
each binder.
B. The Operation and Maintenance Manual shall also be provided in an electronic format
(Excel, Word, and PDF).
1. Performance data shall be in an Excel spreadsheet format
2. Operation startup and troubleshooting information shall be in a Word document
3. Diagrams shall be in PDF format
4. AutoCAD Files shall be assembled as follows: Native CAD files in .dwg format,
one file for each sheet in the complete set with all xrefs fully bound. Use of
AutoCAD e -transmit is recommended to bind each file.
230820 - 2 C01194C17
C. Fold drawings to 8-1/2 inch size and bind as above (with reinforcing at punched holes)
or place in clear plastic holder designed for 3 -ring binders.
D. Identify on cover and spine for each binder with printed title such as "BURNOFF OVEN
OPERATIONS AND MAINTENANCE MANUAL", names of project, Owner, General
Contractor, Subcontractor, year of project completion.
E. Include in each binder and volume material specified in Articles "Scope of Work" and
"Table of Contents" in this section for ease of reference and use. Binders shall have a
commercial quality stiff cover, metal -hinged, with durable and cleanable plastic covers.
F. Include overall table of contents of items submitted organized by system (not by
specification section).
G. Include heavy, tabbed divider sheet for each category with title on tab. Include table of
contents for category, including catalog numbers or drawings numbers if appropriate.
H. Include names, addresses and phone numbers of equipment suppliers.
I. Include Record Drawings reduced proportionately.
PART 3 - EXECUTION
Not used.
END OF SECTION
230820 - 3 C01194C17
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 Z21.24, 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 816.11
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 B31.9, "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 M.
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 D10.12M/D10.12, 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 B31.9 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 B31.9,
"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
SECTION 233100
AIR DISTRIBUTION DUCTWORK
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 sheet metal work and associated appurtenances, materials,
equipment, labor, supervision, tools and items necessary for the construction,
installation, connection, testing and operation of mechanical ductwork. 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: Including but not limited to:
1. ASTM A 480, Standard Specification for General Requirements for Flat -Rolled
Stainless and Heat -Resisting Steel Plate, Sheet, and Strip.
2. ASTM A 653, Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or
Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process.
3. ASTM A 1008, Standard Specification for Steel, Sheet, Cold -Rolled, Carbon,
Structural, High -Strength, Low -Alloy, High -Strength, Low -Alloy with Improved
Formability, Solution Hardened, and Bake Hardenable.
4. ASTM B 209, Standard Specification for Aluminum and Aluminum -Alloy Sheet and
Plate.
5. ASTM C 411, Standard Test Method for Hot -Surface Performance of High -
Temperature Thermal Insulation.
6. ASTM C 518, Standard Test Method for Steady -State Thermal Transmission
Properties by Means of the Heat Flow Meter Apparatus.
7. ASTM C 916, Standard Specification for Adhesives for Duct Thermal Insulation.
8. ASTM E 84, Standard Test Method for Surface Burning Characteristics of Building
Materials.
9. NFPA 90A, Standard for the Installation of Air -Conditioning and Ventilating Systems.
10. NFPA 255, Standard Method of Test of Surface Burning Characteristics of Building
Materials.
11. SMACNA HVAC Air Duct Leakage Test Manual, (SMACNA Leakage), First Edition,
1985.
12. SMACNA HVAC Duct Construction Standards, Metal and Flexible (SMACNA), Third
Edition, 2005.
13. SMACNA Round Industrial Construction Standards, (SMACNA Round), Second
Edition, 1999.
14. UL 181, Factory -Made Air Ducts and Air Connectors.
15. UL 723, Test for Surface Burning Characteristics of Building Materials.
233100-1 C01194C17
C. Duct Cleanliness Requirements:
1. Prevent damage to ducts during transportation and off-loading. Deliver only when
ducts can be stored under permanent cover. Plastic tarp covering of ducts on jobsite
not acceptable.
2. Keep site storage areas clean and dry with minimal exposure to dust.
3. Keep working area clean and dry and protected from weather elements.
4. Prior to installation of individual duct sections, inspect to ensure they are free from
debris and wipe internal metal surfaces.
5. Cover duct risers to prevent entry of debris.
6. Cover open ends of ducts and downward facing and horizontal duct openings.
7. If, in the opinion of the Project Representative, ducts and fittings are not kept clean
or completely dry, replace ducts and fittings or clean interior of affected ducts and
fittings to satisfaction of the King County Project Representative at no additional cost
to King County.
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. Sheet metal work, general
2. Manufacturer -supplied ductwork
C. Shop Drawings:
1. Fabrication drawings for bracing and supports must be stamped and signed by a
Structural Engineer.
D. Test Reports:
1. Pressure testing for leakage.
PART 2 PRODUCTS
2.01 SHEET METAL WORK, GENERAL
A. Duct Construction:
1. Furnace Exhaust Duct: Ceramic lined insulated high temperature duct, rated for
2300 F where the exterior of the duct is no greater than 100 F, designed such that
exhaust duct does not require expansion joint, to be fabricated and supplied by
manufacturer as specified in Section 235400 and installed by contractor.
2. Smoke Collection System Exhaust Duct: High temperature galvanized or aluminum
construction, as specified in this Section.
B. General Material Requirements: Comply with SMACNA's "HVAC Duct Construction
Standards - Metal and Flexible" for acceptable materials, material thicknesses, and duct
construction methods unless otherwise indicated. Sheet metal materials shall be free of
pitting, seam marks, roller marks, stains, discolorations, and other imperfections.
Standing seams not acceptable for exposed ducts.
233100-2 C01194C17
C. Galvanized steel in general with G-90 zinc coating, ASTM A 653, minimum 24 gage;
prepped or finished with Paint Grip for field painting where exposed in finished spaces.
D. Aluminum Sheets: Comply with ASTM B 209 Alloy 3003, H14 temper; with standard,
one -side bright finish for duct surfaces exposed to view.
E. Pressure Classifications:
1. Furnace exhaust duct: as specified by manufacturer
2. Smoke Collection Vent System exhaust duct: Pressure Class: Positive 3 -inch wg
F. Fittings:
1. Oven exhaust duct shall be vertical with no bends, as indicated in contract drawings.
2. Bellmouth Fittings: 18 gage spun sheet metal, formed into uniform radius bellmouth.
Minimum radius of bell equal to 0.2 times neck diameter.
3. Duct Collars: 2 inch wide galvanized steel for galvanized ducts; aluminum for
aluminum ducts, 20 gage. Escutcheon type for round ducts.
G. Duct Sealer: UL 181 listed and labeled. 3 inch minimum width. Surface burning
characteristics of 25 maximum flame spread and 50 maximum smoke developed. Rated
for air temperature range of minus 40 F to plus 500 F. Sealer with UV inhibitors. Foster
32-19 Duct Fas, Childers CP -146 Chil Flex, McGill Airflow LLC, AirSeal UNI -WEATHER,
Ductmate Industries Proseal or approved.
2.02 FASTENERS
A. Description: Use blind rivets, sheet metal screws, or bolted connections where required
by SMACNA for attachment purposes for sheet metal. Sheet metal screws and rivets
minimum length required for secure fastening. Where rivets are specifically called for in
this section, sheet metal screws may be used.
B. Locations: For ducts exposed to view in finished rooms, include finish -type fasteners as
follows: Blind stainless steel pop rivets.
2.03 HANGERS AND SUPPORTS
A. Description: Hangers, supports, and anchor bolts for sheet metal work and equipment,
same material as for duct construction.
B. Duct bracing shall be a seismic restraint system.
C. Building Attachments: Concrete inserts and structural -steel fasteners appropriate for
construction materials to which hangers are being attached. Comply with requirements
in Section 230510.
D. Vertical Ducts: Comply with SMACNA. In shafts, include supplementary steel angles or
saddles to distribute loads from bracing angles or channels to the structure.
E. Hanger Rods for Noncorrosive Environments: Cadmium -plated steel rods and nuts.
233100-3 C01194C17
F. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards -
Metal and Flexible," Chapter 4, "Hangers and Supports", and Table 4-2, "Minimum
Hanger Sizes for Round Duct."
G. Steel Cables for Galvanized -Steel Ducts: Galvanized steel complying with ASTM A 603.
H. Steel Cable End Connections: Cadmium -plated steel assemblies with brackets, swivel,
and bolts designed for duct hanger service; with an automatic -locking and clamping
device.
I. Duct Attachments: Sheet metal screws, blind rivets, or self -tapping metal screws;
compatible with duct materials.
J. Trapeze and Riser Supports:
1. Supports for Galvanized -Steel Ducts: Galvanized -steel shapes and plates.
2. Supports for Aluminum Ducts: Aluminum or galvanized steel coated with zinc
chromate.
2.04 SEISMIC -RESTRAINT DEVICES
A. Structural Safety Factor: Allowable strength in tension, shear, and pullout force of
components shall be at least four times the maximum seismic forces to which they will
be subjected.
B. Channel Support System: Shop- or field -fabricated support assembly made of slotted
steel channels rated in tension, compression, and torsion forces and with accessories for
attachment to braced component at one end and to building structure at the other end.
Include matching components and corrosion -resistant coating.
C. Restraint Cables: ASTM A 603, galvanized or ASTM A 492, stainless -steel cables with
end connections made of cadmium -plated steel assemblies with brackets, swivel, and
bolts designed for restraining cable service; and with an automatic -locking and clamping
device or double -cable clips.
D. Hanger Rod Stiffener: Steel tube or steel slotted -support -system sleeve with internally
bolted connections, or reinforcing steel angle clamped to hanger rod.
E. Mechanical Anchor Bolts: Drilled -in and stud -wedge or female -wedge type. Select
anchor bolts with strength required for anchor and as tested according to ASTM E 488.
PART 3 EXECUTION
3.01 INSPECTION
A. Description: Verify installation conditions as satisfactory to receive work of this section.
B. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes
acceptance of conditions as satisfactory.
233100-4 C01194C17
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 King County Project
Representative at no additional cost to King County.
C. Structural Performance: Duct hangers, supports and seismic restraints shall withstand
the effects of gravity and seismic loads and stresses within limits and under conditions
described in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible".
3.04 DUCT INSTALLATION
A. General:
1. Install in workmanlike manner. Fabrications, fittings, joints, take -offs, attachments
and sealing in accordance with requirements of SMACNA as specified in this section
and as indicated on the Drawings.
2. Hang ducts from roof structure and not from the roof deck itself.
3. Locate ducts with sufficient clearance around equipment to allow for inspection,
repair, replacement, and service.
4. Cap incompleted duct ends with temporary closures of taped polyethylene to prevent
construction dust from entering ducts.
5. Install duct collars where exposed ducts pass through non -fire rated walls and
ceilings. Fasten tight to ducts.
6. Transitions: Fabricate and install duct transition for connection to equipment.
7. Install ducts through roof to be watertight. Coordinate with any details on the
Drawings as to flashings and curbs.
8. Install ducts vertically and parallel to building lines.
B. Exterior Ducts:
1. General: Install ducts located outside of buildings in weatherproof manner.
2. Duct Supports on Roof: Install per contract drawings.
3. Cleaning: Thoroughly clean duct surfaces, such that ducts may be primed and finish
painted.
4. Coating: Paint to match existing stacks on roof.
C. Duct Sealing: SMACNA Seal Class A. Apply duct sealer to transverse joints, longitudinal
seams, fitting connections and fitting seams except continuous welded type. Spiral
seams, continuous welded seams, and transverse joints for 4 -bolt or corner clip duct
connection system are not required to be sealed unless visible and audible leaks exist or
233100-5 C01194C17
duct leakage exceeds that allowed by leakage test specified in this section. Comply with
manufacturer's recommendations.
3.05 HANGER AND SUPPORT INSTALLATION
A. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible,"
Chapter 5, "Hangers and Supports."
B. Building Attachments: Concrete inserts, powder -actuated fasteners, or structural -steel
fasteners appropriate for construction materials to which hangers are being attached.
C. Do not use powder -actuated concrete fasteners for seismic restraints.
D. Hanger Spacing: Comply with SMACNA's "HVAC Duct Construction Standards - Metal
and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and Table 5-2,
"Minimum Hanger Sizes for Round Duct," for maximum hanger spacing; install hangers
and supports within 24 inches of each elbow.
E. Hangers Exposed to View: Threaded rod and angle or channel supports.
F. Support vertical ducts with steel angles or channel secured to the sides of the duct with
welds, bolts, sheet metal screws, or blind rivets; support at each floor and at a maximum
intervals of 16 feet.
G. Install upper attachments to structures. Select and size upper attachments with pull-out,
tension, and shear capacities appropriate for supported loads and building materials
where used.
3.06 SEISMIC -RESTRAINT -DEVICE INSTALLATION
A. Install ducts with hangers and braces designed to support the duct and to restrain
against seismic forces required by applicable building codes. Comply with SMACNA's
"Seismic Restraint Manual: Guidelines for Mechanical Systems."
B. Select seismic -restraint devices with capacities adequate to carry present and future
static and seismic loads.
C. Install cables so they do not bend across edges of adjacent equipment or building
structure.
D. Attachment to Structure: If specific attachment is not indicated, anchor bracing and
restraints to structure, to flanges of beams, to upper truss chords of bar joists, or to
concrete members.
E. Drilling for and Setting Anchors:
1. Identify position of reinforcing steel and other embedded items prior to drilling holes
for anchors. Do not damage existing reinforcement or embedded items during
drilling. Notify the Project Representative if reinforcing steel or other embedded items
are encountered during drilling. Locate and avoid prestressed tendons, electrical and
telecommunications conduit, and gas lines.
233100-6 C01194C17
2. Wedge Anchors: Protect threads from damage during anchor installation. Heavy-duty
sleeve anchors shall be installed with sleeve fully engaged in the structural element
to which anchor is to be fastened.
3. Set anchors to manufacturer's recommended torque, using a torque wrench.
4. Install zinc -coated steel anchors for interior applications and stainless-steel anchors
for applications exposed to weather.
3.07 PRESSURE TESTING FOR LEAKAGE
A. Description: Test all ducts.
B. Test Standard: SMACNA Leakage.
C. Test Apparatus: Portable blower with volume adjustment, flow measuring assembly for
determining cfm of air being added to duct consisting of calibrated orifice mounted in
straight tube with straightening vane and pressure taps, U-tube manometer, and
calibration curve for orifice assembly.
D. Test Procedures:
1. Close off and seal openings in duct section to be tested. Connect test apparatus to
duct by means of flexible duct.
2. Test for audible Teaks as follows:
a. Start blower with its control damper closed.
b. Gradually open the control damper until duct pressure reaches inch w.g. higher
than designed fan static pressure.
c. Survey joints and seams for audible Teaks. Mark each leak and repair after
shutting down blower. Do not retest until sealants have set.
3. After audible leaks have been sealed, retest. Seal and retest as necessary until
maximum leakage is Tess than 2 percent of design air quantity of system has been
achieved.
4. Submit duct section data, calculations, and test results for each duct section.
5. Summation of leakage for sections shall not exceed total allowable system leakage.
6. Test of each duct section may be witnessed by King County Project Representative.
Give King County Project Representative at least 7 calendar days prior notice before
such tests.
3.08 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 233100
233100-7 C01194C17
SECTION 233400
AIR DISTRIBUTION EQUIPMENT
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. This Section includes smoke collection system extraction arms/booms, exhaust fan, and
accessories required for complete installation.
1.03 CODES AND STANDARDS
A. Comply with applicable city, county, and state codes and ordinances.
1.04 SUBMITTALS
A. All of the material stipulated herein shall be submitted in one complete submittal.
Submittals shall comply with the requirements of Section 011000 and shall include the
following:
1. Fan performance curves for the specified operation conditions.
2. Bearing ratings for the fan and motor at design conditions.
3. Motor data.
4. Construction descriptions including materials.
5. Installation instructions.
6. Certification that the units have been tested and rated in accordance with the
applicable AMCA Standard Test Code and Certified Ratings Program.
7. Equipment Operation and Maintenance Manuals
1.05 STANDARDS OF QUALITY
1. AMCA Publication 99, Standards Handbook.
2. AMCA Standard 204, Balance Quality and Vibration Levels for Fans.
3. AMCA Standard 210, Laboratory Methods of Testing Fans for Aerodynamic
Performance Rating.
4. AMCA Publication 211, Certified Ratings Program — Product Rating Manual for Fan
Air Performance. '
5. AMCA Standard 301, Methods for Calculating Fan Sound Ratings from Laboratory
Test Data, as tested to AMCA 300, Reverberant Room Method for Sound Testing of
Fans.
233400 -1 C01194C17
6. AMCA Publication 311, Certified Ratings Program — Product Rating Manual for Fan
Sound Performance.
7. AMCA Standard 320, Laboratory Methods of Sound Testing of Fans Using Sound
Intensity.
8. NFPA 90A, Standard for the Installation of Air -Conditioning and Ventilating Systems.
9. UL 762, Power Roof Ventilators for Restaurant Exhaust Applications.
10. AFBMA - Antifriction Bearing Manufacturers Association Standards on Load Ratings
and Fatigue Life
1.06 QUALITY ASSURANCE
A. Performance and design requirements: Fans shall be designed for continuous operation
and shall bear the AMCA rating seal for sound and air performance.
1.07 REFERENCES
A. This Section incorporates by reference the latest revisions to the following documents.
They are part of this Section as specified and modified. In case of a conflict between the
requirements of this Section and those of the listed documents, the requirements of this
Section shall prevail.
1.08 COORDINATION WITH COMMISSIONING
A. Upon completion of the work, provide the necessary skilled labor, helpers, materials and
equipment to support the commissioning work. During the commissioning, coordinate
with the King County Project Representative and make all adjustments required to
demonstrate systems are working properly.
PART 2 PRODUCTS
2.01 GENERAL
A. Smoke Collection System
1. Basis of design is PlymoVent. Equipment by other manufacturers may be acceptable
provided they completely meet the requirements of the Contract Documents.
B. Fan:
1. Basis of design is Greenheck. Fans by other manufacturers may be acceptable
provided they completely meet the requirements of the Contract Documents.
C. Each piece of equipment shall bear a permanently affixed manufacturer's nameplate
listing the manufacturer, model number, and individual serial number.
D. All electrical disconnects shall be provided per Division 26 of these specifications. All
single-phase motor starters shall be provided with the equipment by the manufacturer.
233400 - 2 C01194C17
2.02 SMOKE COLLECTION SYSTEM
A. General Description: Source Capture Smoke Collection System shall include a roof -
mounted exhaust fan and a source capture extraction arm/boom assembly attached to a
floor -mounted support post, with a hood mounted light and switch for turning the fan
on/off at the hood. A UL listed control box with fan contactor and 24 volt transformer
shall also be provided.
B. Source Capture Arm: Minimum 10 -feet long, with 6.25 -inch diameter smooth aluminum
tubing and spark resistant flexible hose joints. Constructed with no internal obstructions,
spring assisted double ball bearing for easy maneuverability, debris screen, 500 to 700
cfm suction capacity at the hood. At 700 cfm, the static pressure loss shall not exceed
1 -inch T.S.P. The hood shall be minimum 12 -inch diameter up to 24 -inch and have the
ability to rotate 110 degrees in any direction. A manual damper shall be included with
the arm to be installed per the manufacturer's instructions. PlymoVent Model MSA -200-
3, Nederman or approved equal.
C. Controls: A task light and control unit for start/stop of the fan that will allow the operator
to turn on/off the fan at the hood. Assembly includes fan contactor and comes in a
NEMA 12 enclosure.
2.03 UPBLAST ROOF EXHAUST FAN
A. Description: factory assembled, roof mounted, upblast exhauster, as indicated on the
drawings with backward inclined centrifugal fan. UI 705 listed and labeled. Tested in
accordance with AMCA 211 and 311.
B. Construction: weatherproof, spun aluminum housing with internal supports, aluminum
curb cap. Fan wheel aluminum, non -overloading, dynamically balanced. Fan forced
cooled with outside air.
C. Motors shall be carefully matched to the fan load, and furnished at the specified voltage,
phase and speed. Motors and drives shall be mounted on vibration isolators, out of the
airstream, readily accessible for maintenance. A fan conduit chase shall be provided
through the curb cap to the motor compartment for ease of installation.
D. Upblast centrifugal roof exhausters shall be Greenheck Model CUBE 101-4; Loren Cook,
Twin City or approved equal with the following electrical rating: % hp or less, 120 V,
single phase motor.
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.
233400 - 3 C01194C17
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. Description: 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. Coordinate with ductwork and piping as necessary to interface installation of equipment
and access to components. Install equipment with clearances for service and
maintenance.
C. Coordination:
1. All roof modifications such as the new fan roof sealing, flashing and repairs to be
performed by King County roof warranty -certified contractor. Coordinate roofing
work through Project Representative.
2. Coordinate required electrical and control installation work with Division 26 and
Section 230513.
3.04 MECHANICAL SYSTEMS TRAINING
A. Comply with requirements in Section 230810.
B. Representative shall conduct training sessions as required to demonstrate that
equipment operates as indicated in the Contract Documents and in accordance with
manufacturer's recommendations. Give minimum one week notice prior to
demonstration. Furnish instruments and personnel required to conduct the
demonstration.
C. Starting time (during any normal operating shift) of training sessions will be determined
by the King County Project Representative to minimize overtime required for his
maintenance personnel.
D. Demonstrate proper performance of operating and safety controls, as well as stable
equipment performance over entire operating range to satisfaction of the King County
Project Representative prior to Substantial Completion.
E. Include instruction session to identify locations of servicing points and required
maintenance requirements to King County's personnel.
F. Include preliminary discussion and presentation of information from instruction manuals,
with appropriate references to the Contract Documents, followed by tour explaining
maintenance requirements, access methods, servicing and maintenance procedures,
equipment cleaning procedures, control settings and available adjustments.
233400 - 4 C01194C17
3.05 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.
B. Upon completion of the work, provide the necessary skilled labor, helpers, materials and
equipment to support the commissioning work. During the commissioning, coordinate
with the Project Representative and make all adjustments required to demonstrate
systems function properly.
END OF SECTION
233400 - 5 C01194C17
SECTION 235400
FURNACES
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. This Section includes the gas-fired burn -off oven ("oven") industrial furnace and
accessories required for complete installation.
1.03 CODES AND STANDARDS
A. Comply with applicable city, county and state codes and ordinances.
B. AMCA Publication 99, Standards Handbook.
C. AMCA Standard 204, Balance Quality and Vibration Levels for Fans.
D. NFPA 90A, Standard for the Installation of Air -Conditioning and Ventilating Systems
1.04 SUBMITTALS
A. Comply with requirements in Division 01 and Section 230500.
B. All of the material stipulated herein shall be submitted in one complete submittal.
Submittals shall comply with the requirements of Section 011000 and shall include the
following:
1. Oven rated capacities, operating characteristics, furnished specialties, and
accessories; including afterburner and controls.
2. FM Global Form X69 "Oven/Furnace Manufacturer's Checklist"
3. Equipment Operation and Maintenance Manuals
4. Warranty
5. Shop Drawings, including:
a. Dimensional drawing that shows compliance with 2.01 A, Oven Dimensions
b. Installation plan with utility connection points and appurtenances
c. Control wiring diagram
C. Test Reports:
1. Factory start-up and test reports
2. Field start-up and test reports
235400-1 C01194C17
3. Submit completed copy of reports and include copy in the Operation and
Maintenance Manual
D. Submit equipment information and exhaust stack data if requested by Project
Representative for permitting agency notification forms.
1.05 QUALITY ASSURANCE
A. Performance and design requirements: Fans shall be designed for continuous operation
and shall bear the AMCA rating seal for sound and air performance.
B. Electrical Components, Devices, and Accessories: Oven and components listed and
labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities
having jurisdiction, and marked for intended use.
C. ASHRAE Compliance: Applicable requirements in ASHRAE 62.1, Section 5 - "Systems
and Equipment" and Section 7 - "Construction and Startup."
D. Oven design and installation shall be in accordance with FM Global Property Loss
Prevention Data Sheet 6-9 — "Industrial Ovens and Dryers."
1.06 REFERENCES
A. This Section incorporates by reference the latest revisions to the following documents.
They are part of this Section as specified and modified. In case of a conflict between the
requirements of this Section and those of the listed documents, the requirements of this
Section shall prevail.
1.07 COORDINATION WITH COMMISSIONING
A. Upon completion of the work, provide the necessary skilled labor, helpers, materials and
equipment to support the commissioning work. During the commissioning, coordinate
with the King County Project Representative and make all adjustments required to
demonstrate systems are working properly.
PART 2 PRODUCTS
2.01 GAS-FIRED BURN -OFF OVEN WITH AFTERBURNER
A. General:
1. The gas-fired burn -off oven ("oven") and associated components listed herein shall
be provided by a manufacturer with unit responsibility for the complete package.
2. Oven and associated components to be UL Listed and Labeled by a testing agency
acceptable to authorities having jurisdiction, and marked for intended use.
B. Oven Dimensions
1. Interior Chamber: Acceptable minimum hearth dimensions or approved equal:
a. 65" Height x 60" Width x 60" Depth
2. External: Acceptable maximum oven dimensions or approved equal:
235400 - 2 C01194C17
a. 82" Height x 72" Width x 72" Depth
3. Roll -in Cart: Acceptable maximum cart dimensions or approved equal:
a. 30" Height x 48" Width x 48" Depth
C. Construction
1. Shell:
a. Reinforced steel, minimum thickness 16 gauge
b. 1/8" thick corrosion resistant barrier
c. Lined with insulation as specified
2. Insulation:
a. 1200°F rated mineral fiber blanket
b. 4" thick and 8 Ib density
c. Applied to side walls and roof, retained with heavy duty steel panels
3. Floor: 2300°F castable refractory
4. Doors:
a. Heavy duty steel construction, insulated
b. Airtight seal with high temperature gaskets
c. Doors shall be operable during oven heating cycle
5. Tracks:
a. Hinged. Removable tracks by approval only if hinged option not available
b. Doors must be able to close when tracks extended
6. Cart:
a. Cart and wheels suitable throughout oven operating temperature range
b. Cart and track system must be operable if doors limited to open no greater than
90 degrees
7. Gas System:
a. Gas burner with direct main flame spark ignition and solid state electronic flame
detection
b. Gas supply pressure at 5 psi
c. Equipment manufacturer to provide regulator as part of equipment ,package if
required for oven to operate from existing gas supply.
8. Afterburner:
a. Self-contained flame detection with instantaneous spark ignition. Continuous
monitoring to verify flame, with automatic burner lock out
b. Flame safeguard components and associated wiring located outside the blast
tube and blower housing
9. Pressure Relief: as required by NFPA 86 and FM Global Data Sheet 6-9
10. Mist System: if an unacceptable rate of temperature rise is detected, a water mist
system engages that is activated automatically with no operator input
11. Temperature Recorder Chart: records time and temperatures during operating cycle
for both the oven and afterburner
12. Process Complete Light
235400 - 3 C01194C17
13. Painting: After oven fabrication, thoroughly clean oil, dirt and dust. Apply one (1)
coat of prime paint and one (1) coat of finish paint prior to shipment.
14. Exhaust Stack: High temperature, ceramic lined, galvanized steel, insulated such
that exterior of duct is less than 100 degrees F throughout operating range
a. Duct Diameter: 12" ID, maximum 16" OD
b. Interior Length: required length to be field verified, estimated at approximately 15'
from afterburner exhaust to interior ceiling height
c. Exterior Length: 15' stack from base of roof; insulated chimney, barometric
damper, flashing, weather collar, rain cap
D. Power and Controls
1. Oven power requirement shall be compatible with existing 120/1/60 supply and 20
FLA limit
2. Oven shall include battery backup option
3. Control System:
a. Automatic controls for temperature, water misting system, afterburner, cycle time
b. Temperature -sensing unit for oven and afterburner/exhaust stack with digital
read-out mounted in the control panel door
4. Control Panel:
a. NEMA -12 rated control panel
b. 20 -amp circuit breaker
c. Factory pre -wired prior to shipment.
E. Shipping
1. Bolted to pallet with all components and accessories securely attached to oven or
pallet
2. Cushioned as needed to prevent shifting of components
3. Exterior provided with moisture protection for shipping and staging.
2.02 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following or approved equal. The first listed model is the Basis of Design for this
work; any modifications to installation or construction that may be required by alternative
models are the responsibility of the Contractor:
1. Jackson Oven Supply Burn -off Oven Model 4404
2. Pollution Control Products Co.
3. Steelman Industries
2.03 SOURCE QUALITY CONTROL
A. Test and inspect factory assembled burn -off oven including all specified components
prior to shipping.
B. Include factory test report in Operation and Maintenance Manual.
235400 - 4 C01194C17
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.
B. Examine areas and conditions, with Installer present, for compliance with requirements
for installation tolerances and other conditions affecting performance of the Work.
C. Examine factory -installed insulation before oven installation. Reject units that are wet,
moisture damaged, or mold damaged.
D. Examine roughing -in for gas and water piping systems and power conduit to verify actual
locations of piping connections before equipment installation.
E. Proceed with installation only after unsatisfactory conditions have been corrected
3.02 INSTALLATION, APPLICATION, ERECTION AND PERFORMANCE
A. Description: 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. Install oven and associated fuel and vent features and systems according to NFPA 54.
C. Coordinate with ductwork and piping as necessary to interface installation of equipment
and access to components. Install equipment with clearances for service and
maintenance.
D. Base -Mounted Units: Anchor oven to substrate to resist code -required seismic
acceleration as specified in contract drawings.
E. Coordination: Coordinate required electrical and control installation work with Division 26
and Section 230513.
3.03 CONNECTIONS
A. Gas piping installation requirements are specified in Section 231123 "Natural -Gas Piping
Systems". Drawings indicate general arrangement of piping, fittings, and specialties.
B. Vent Connection: Install oven exhaust per manufacturer instructions and extend through
roof without bends as specified in contract drawings.
3.04 FIELD QUALITY CONTROL
A. Perform the following field tests and inspections and prepare test reports:
1. Perform electrical test and visual and mechanical inspection.
2. Leak Test: After installation, charge systems and test for leaks per 231123 and
232113. Repair leaks, and retest until no Teaks exist.
235400 - 5 C01194C17
3. Operational Test: After electrical circuitry has been energized, start units to confirm
proper operation, product capability, and compliance with requirements.
4. Test and adjust controls and safeties. Replace damaged and malfunctioning
controls and equipment.
3.05 START-UP AND COMMISSIONING
A. Complete installation and startup checks according to manufacturer's written
instructions.
B. 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.
C. Upon completion of the work, provide the necessary skilled labor, helpers, materials and
equipment to support the commissioning work. During the commissioning, coordinate
with the Project Representative and make all adjustments required to demonstrate
systems function properly.
3.06 MECHANICAL SYSTEMS TRAINING
A. Comply with requirements in Section 230810.
B. A manufacturer representative shall conduct training sessions as required to
demonstrate that equipment operates as indicated in the Contract Documents and in
accordance with manufacturer's recommendations. Give minimum one week notice prior
to demonstration. Furnish instruments and personnel required to conduct the
demonstration.
C. Starting time (during any normal operating shift) of training sessions will be determined
by the King County Project Representative to minimize overtime required for
maintenance personnel.
D. Demonstrate proper performance of operating and safety controls, as well as stable
equipment performance over entire operating range to satisfaction of the King County
Project Representative prior to Substantial Completion.
E. Include instruction session to identify locations of servicing points and required
maintenance requirements to King County personnel.
F. Include preliminary discussion and presentation of information from instruction manuals,
with appropriate references to the Contract Documents, followed by tour explaining
maintenance requirements, access methods, servicing and maintenance procedures,
equipment cleaning procedures, control settings and available adjustments.
END OF SECTION
235400 - 6 C01194C17
SECTION 260051
BASIC MATERIALS AND METHODS ELECTRICAL MINI -SPEC
PART 1 GENERAL
1.01 SUMMARY
A. The electrical work under this Contract will be performed at Metro's South Base
Component Supply Center and includes all labor, material and services required for the
following work:
1. Install contractor supplied Gas -Fired Burn -Off Oven and exhaust fan with smoke
capture system.
2. Furnish and install all wiring, cables, conduit, conduit seals, enclosures, junction
boxes, disconnects, circuit breakers, supports and associated hardware.
3. Roofing system repair work will be completed by others and is Excluded from this
contract.
a. Contractor shall coordinate with King County Project Representative for all roof
work.
4. Connect all power wiring.
a. Terminations of all wiring shall be made by contractor.
b. System testing and start-up shall be conducted by contractor.
B. The above statements (or those in Section 011000) provide a general view of the
electrical work required. These statements do not provide the full extent of electrical
work required to complete the Contract. Contractor shall refer to the Contract Drawings
as well as this and the other sections of these Specifications for the complete Contract
work required.
C. See Section 011000.
1.02 WORK INCLUDED
A. The work under this Division includes electrical systems of lighting, power, and
miscellaneous work items. The work shall include but not be limited to the installation of
new equipment and modifying some existing circuits.
B. The intent of the Contract Documents is to include all labor and materials, equipment
and transportation necessary for execution of each Contract. By agreeing to a Contract,
Contractor acknowledges that it has examined the Contract Documents and work site, is
aware of existing conditions and limitations, and is satisfied that the Specifications and
Drawings (when applicable) are suitable and adequate to enable it to successfully
accomplish the Contract.
C. During the course of the Contract, where minor adjustments of the work (such as
adjusting the location of the equipment without requiring rework) are necessary for
260051-1 C01194C17
resolving conflicts between items within the intent of the Contract, Contractor shall make
such adjustments at no additional cost to the County.
D. Contractor shall connect all equipment and devices provided under other sections of
these Specifications that require such connections.
E. The electrical drawings for the Contract are diagrammatic and do not necessarily show
all raceways, fittings, wiring or wiring devices required by code. Hence, in addition to that
which is specified or shown on the Contract electrical drawings, Contractor shall include
in its Contract cost these and related electrical items and the work associated with their
installation.
F. ANY roof penetrations shall be the responsibility of contractor under separate contract. It
is the responsibility of ALL contractors to coordinate this work so that the work can
proceed. The King County Project Representative shall be responsible for this
coordination.
1.03 WORK NOT INCLUDED
Not Used.
1.04 WORK OF OTHER TRADES
A. THE ELECTRICAL DRAWINGS DO NOT NECESSARILY SHOW COMPLETE
DETAILS OF THE PROJECT CONSTRUCTION. Contractor shall familiarize itself with
all features of the project that may affect the execution of its Contract.
1.05 REFERENCES
A. This paragraph presents a general compilation of references used in the County
electrical work. In executing this Contract, the Contractor shall be responsible for
adhering to the current edition of all references in Section 260051 whether they are
listed here or not, particularly observing the requirements of Paragraph 260051-1.15D.
260051 - 2 C01194C17
References
Title
ANSI C-80.1
American Natl. Stds. Institute, "Zinc -Coated Rigid Steel Conduit"
ANSI C-80.3
American Natl. Stds. Institute, "Zinc -Coated Electrical Metallic Tubing"
ANSI C136-15
American National Standards Institute, "High -Intensity -Discharge and Low -
Pressure Sodium lamps in luminaires - Field Identification"
NEC (NFPA 70)
Natl. Fire Protection Association, "National Electrical Code"
NESC
IEEE, "National Electrical Safety Code"
UL 6
Underwriters Laboratories, "Rigid Metal Electrical Conduit"
UL 797
Underwriters Laboratories, "Electrical Metallic Tubing"
UL 1242
Underwriters Laboratories, "Intermediate Metal Conduit"
WAC 296
Washington Administrative Code, Department of Labor & Industries
WEC
Washington State Energy Code, WAC 51-11
IBC
International Building Code
WSDOT
Washington State Department of Transportation (WSDOT)
Construction Manual
1.06 UNDERWRITERS LISTED EQUIPMENT
A. See Paragraph 260051-1.10.
1.07 DETAIL DRAWINGS BY CONTRACTOR
A. Where the Contractor's work requires additional detailing including the preparation of
shop drawings for individual items that are not of standard manufacture and which have
to be specifically fabricated, Contractor shall prepare drawings, in AutoCad 2009 or later
version, printed on 22 inches x 34 inches heavy bond paper media; submit final copies
of the drawings together with Compact Disk (CD) containing said drawing in AutoCad
2009 or later version; optional type and size sheets shall be at the discretion and
approval of the Project Representative. Details shall be identified with the areas where
the work applies. Contractor shall coordinate its work with the work of other trades to
preclude conflicting use of areas/locations. Drawings shall be submitted to King County
Project Representative for approval before construction work begins. Upon completion of
the Contract, Contractor shall update its drawings to "as -constructed" condition and
surrender them to the Project Representative.
1.08 SUBMITTALS
A. Unless waived by the Project Representative for the Contract, provide Electrical
Submittals within 14 days of effective date of Notice -To -Proceed (NTP), in conjunction
with paragraph 260051-1.09. (See Section 013300)
B. Unless waived by the Project Representative for the Contract, provide Electrical
Submittals on all materials proposed to be used on this Contract.
1.09 LIST OF MANUFACTURERS
A. Where more than one manufacturer is allowed, Contractor shall advise the Project
Representative within 14 days after issuance of the "Notice to Proceed" of the make
selected, in conjunction with Section 011000.
260051 - 3 C01194C17
1.10 QUALITY CONTROL
A. Materials: All materials, devices, appliances and equipment shall be listed by
"Underwriters Laboratories, Inc. (UL)". Where UL listing is required but not available,
Contractor shall obtain written permission for a variance from the King County Project
Representative.
B. Manufacturer and type: Where manufacturers' names and types are provided on the
Contract Drawings or within the Specifications, the County is establishing for the
equipment described manufacturers whose specific type items generally satisfy the
County's requirements. The County will consider alternates. However, alternates
submitted by the Contractor to the County for approval shall be based on the specified
manufacturers and type as a minimum.
1.11 QUANTITY ITEMS
A. New items of any one classification shall be products of one manufacturer.
B. Unless specifically identified on the Project Plans or in the Specifications, ALL New
items installed on an existing site of any classification shall match those that exist on the
site, shall be of the same Manufacturer and model, as currently manufactured.
1.12 APPROVALS
A. The approval of the manufacturer's name or product by the County does not relieve the
Contractor of the responsibility for providing material and equipment that complies in all
details with the requirements in the Contract Documents. The Contractor shall assume
responsibility for equipment submitted fitting in available space as intended by the
Contract drawings.
1.13 WORKMANSHIP
A. If any portion of the work has not been performed in a satisfactory manner, or is left in
rough unfinished condition, the Contractor, at its expense, shall remove and reinstall all
such work and restore surroundings and shall be approved by the Project
Representative.
1.14 COORDINATION OF WORK
A. Contractor shall compare the Specifications with the Drawings including those for other
trades and report any discrepancies between them to the Project Representative and
obtain written instructions for changes necessary in the electrical work. Contractor shall
install electrical work in cooperation with other trades and make provision to avoid
interferences, in a manner approved by the County. All changes caused by neglect to
make such provisions shall be at Contractor's expense.
B. Contractor shall schedule and sequence the work such that any interruptions of normal
Base operations are kept to a minimum. Contractor shall provide all temporary
connections as required to limit interruptions to time granted by the Project
Representative. Contractor shall consult with the Project Representative and obtain
260051 - 4 C01194C17
written consent from the Project Representative for the exact date, time and duration of
time that the operations may be interrupted.
C. The Contractor shall coordinate schedule with the Project Representative to ensure that
there is no conflict with other construction and/or maintenance work on the site.
1.15 REGULATIONS
A. General: Contractor shall comply with, as a minimum, or exceed the requirements of the
latest editions of all applicable codes, ordinances, rules and regulations pertaining to the
project particularly noting Paragraph 1.15D below.
B. Contractor's responsibility: It is the Contractor's responsibility to notify the County of any
deviation in the Contract from applicable regulations and codes prior to installation of the
work.
C. Appurtenances: Provide pull boxes, junction boxes, special fittings and access to
electrical work as required by codes.
D. Requirements: In cases where regulations are more stringent than the Contract, the
Contractor shall provide the materials and methods required by the regulations; in cases
where the Contract Documents are more stringent than the applicable regulations,
Contractor shall provide the materials and methods required by the Contract Documents.
E. Permits and fees:
1. Contractor shall obtain and pay for all licenses, permits and inspections required by
laws, ordinances and rules governing work specified herein.
2. During its progress, the work shall be inspected by the County and by the
appropriate inspectors. Contractor shall provide inspector's Certificates of
Compliance to the County (from the Authority Having Jurisdiction (AHJ)).
PART 2 PRODUCTS
2.01 MATERIAL
A. Materials shall be new, free of defects and of current manufacture. Existing materials
shall not be reused unless otherwise noted.
2.02 CONDUIT
A. Rigid conduit (G.R.S.): Conduit shall be steel, hot -dip galvanized inside and out after
threading, produced to ANSI Specification C-80.1, shall comply with Underwriters
Laboratories UL 6, and shall carry the UL label. Minimum trade size shall be 3/4 -inch
and 1 -inch embedded (underground or within walls), unless specifically noted.
B. Liquidtight flexible metal conduit: Conduit shall be formed from an interlocking
galvanized steel strip and shall have a PVC jacket extruded over the outside to form a
flexible watertight raceway. Minimum trade size shall be 3/4 -inch, unless otherwise
shown. Conduit shall be Anamet Anaconda Sealtite (Type UA), Electri-Flex (Type LA), or
approved equal.
260051 - 5 C01194C17
C. Intermediate metal conduit (IMC): IMC shall be steel, exterior hot -dip galvanized after
threading, interior baked -on enamel or coated with a silicon epoxy -ester, manufactured
in accordance with Underwriters Laboratories (UL #1242) and shall carry the UL label.
Minimum trade size shall be 3/4 -inch and 1 -inch embedded (underground or within
walls), unless specifically noted.
D. Electrical metallic tubing (EMT): Shall not be used.
E. Rigid non-metallic conduit: Shall not be used.
F. Flexible metal conduit Shall not be used.
G. Explosion -proof flexible conduit: Not used unless specified in the Contract.
H. Plastic -coated galvanized rigid steel conduit and fittings (GPVC): Plastic -coated conduit
shall be galvanized rigid -steel conduit to which a 40 -mil thick polyvinyl chloride coating
has been bonded. Coating shall be free of pinholes. Bond strength shall exceed the
tensile strength of the plastic coat. Elbows shall be factory made and coated. Fittings
used with plastic -coated conduit shall be similarly coated to the same thickness as the
conduit and shall be provided with Type 304 stainless steel hardware. Conduit and
fittings shall be manufactured by the same company. Minimum trade size shall be 3/4 -
inch and 1 -inch embedded (underground or within walls), unless specifically noted.
I. Conduit fittings: Fittings shall include all those items used with conduit to form conduit
runs. Fittings shall be steel compression (for EMT and Liquid -tight — NO Set -screw), ALL
conduit fittings shall used with the type of conduit for which they are designed, i.e., Rigid
conduit fittings shall be threaded, liquid -tight fittings shall be used with liquid -tight
conduit. Liquid -tight fittings shall have an insulated throat, etc. Fittings shall be by O. Z.
Gedney, Carlon, T&B, or approved equal.
J. Conduit supports:
1. Conduit clamp backs shall be of the nesting one -hole type, hot -dip galvanized
malleable or cast iron; nest back spacers shall be of similar material and finish.
Clamp backs shall be used with one -hole malleable -iron hot -dip galvanized pipe
straps and similar EMT straps. Clamps, spacers and straps shall be by O.Z. Gedney,
B -Line, or approved equal.
2. Framing channel shall be hot -dip galvanized. Framing channel and associated
conduit clamps shall be by B -Line, Unistrut, or approved equal.
3. Concrete fasteners and screws shall be stainless steel or zinc plated.
K. Conduit tags: Conduit shall be tagged with appropriately sized embossed metal conduit
tags as manufactured by Panduit, Brady, CH Hanson, or approved equal.
L. Seals: In areas specified as Class I, Division 1 or 2, hazardous, boxes and fittings shall
be NEMA 7, Groups C and D, explosion -proof. Seal fittings for conduit systems in
hazardous atmosphere locations shall be hot -dip galvanized cast ferrous alloy. Sealing
compound shall be hard type used with an environmentally friendly packing fiber, both
compound and fiber shall be UL -listed for explosion -proof sealing fittings.
2.03 WIRING MATERIALS
260051 - 6 C01194C17
A. General: Contractor shall provide all wire and cable as indicated and required for
complete, operating systems.
B. Wire, single -conductor:
1. Conductors:
a. All conductors shall be stranded for all sizes of wire and cable.
b. Conductors shall be soft drawn copper for all sizes.
2. Insulation: Unless otherwise noted, 600 -volt wire insulation shall be Type.THWN or
XHHW for all locations.
3. Color Coding: All conductors shall be color -coded in accordance with the following:
Use Cable Color
Three-phase, 480V, 3 -wire power Phase A Brown
or 480/277V 4 -wire power Phase B Orange
Phase C Yellow
Neutral Gray
Three-phase, 4 -wire,
120/208V power
Single Phase, 3 -wire,
120/240V power
Phase A Black
Phase B Red
Phase C Blue
Neutral White
Phase A Black
Phase B Red
Neutral White
Ground Green
C. Wire, multiple -conductor and special cable:
1. Multiple -conductor and special cables shall be used only where these types of cable
are specifically required to connect the vendor's system devices and to connect the
vendor's system to King County Metro Transit's facility. These cables shall be
vendor -specified by make and model unless vendor furnishes its own cable with its
system in which case vendor shall provide complete description and characteristics
of the cable.
D. Splices and connections:
1. Generally, new wiring shall be continuous from point- to -point. Splices shall be made
only where existing field conditions dictate the need. Splicing shall not be used as a
convenience factor merely to extend the length of an existing conductor or to extend
the length of a conductor that the Contractor has cut too short.
2. Underground or wet area splices shall be made with a UL listed resin type splice kit
to electrically insulate and moisture seal splices; dry area splices shall be made with
spring -type solderless connectors. Splice kits shall be manufactured by 3M, Ideal
Industries, Raychem or approved equal.
3. Connections to terminals shall be made with properly sized insulated ring, spade or
locking -fork type crimp terminals; the crimp terminals shall be of the brazed -seam
construction. The crimp terminals shall be as manufactured by the electrical products
260051 - 7 C01194C17
division of 3M, T&B, or approved equal. Connections shall be made only in suitable
boxes and areas on the equipment established by the manufacturer for the purpose.
E. Wire and cable tags:
1. Every conductor and every cable shall be tagged.
2. Tags for conductors shall be as follows:
a. Sleeve -type, legible, permanently coded, yellow PVC or heat -shrink polyolefin
tubing, appropriately sized for the wire to which it is being applied. Sleeves shall
be by Tyco, Brady, T&B, or approved equal.
b. Labeling shall be machine -printed.
3. Tags for cable shall be embossed metal or machine- printed plastic type
manufactured by T&B, Tyco, Brady, or Project Representative -approved equal.
2.04 BOXES, FITTINGS AND ENCLOSURES
A. All boxes and fittings shall be provided and installed in accordance with the design and
shall satisfy area Class, Group and Division environmental requirements. They shall be
used with the type of conduit for which they are designated and for the purpose for which
they are intended. Boxes and fittings shall be provided and installed in accordance with
code requirements even though they are not shown on the drawings. Boxes and fittings
shall be of name -brand manufacture such as T&B, O.Z. Gedney, Steel City, Appleton,
Crouse -Hinds, or approved equal.
B. Pressed -steel NEMA 1 boxes shall be used only where concealed in walls, in ceilings of
dry areas or where concrete -embedded. All boxes shall be electro -galvanized; concrete -
embedded boxes shall be designated for that purpose.
C. Zinc -electroplated cast and gasketed boxes shall be used for all surface -mounted
applications.
D. Enclosures shall be provided and installed where required, in accordance with this
design and shall satisfy area Class, Group and Division environmental requirements.
Enclosures shall include panels and shall be by Hoffman, Skyline, or approved equal.
E. All Exterior equipment shall be appropriately rated for the environment in which it is
installed, NEMA 3R Stainless Steel or equivalent.
2.05 NAMEPLATES
A. Each individual device shall have a nameplate designating the function of the device.
B. Nameplates shall be made of 1/16 -inch thick machine engraved laminated phenolic
having white letters 3/16 -inch high on a black background. Equipment titles shall be
completely spelled out on the nameplates.
C. Nameplates shall be secured to the equipment with stainless steel screws and a bonding
agent. Where it is proposed that the nameplates will be secured with a bonding agent,
the process and a sample shall be submitted to the Project Representative for
acceptance.
260051-8 C01194C17
D. All "HID" lighting fixtures shall be identified, as required by ANSI C136-15, no alternate
method will be accepted. Per the ANSI standard the Markers for HPS fixtures shall have
2 -inch black letters on a 3 -inch square gold -yellow background, and markers for Metal
Halide fixtures shall be 2 -inch black letters on a 3 -inch square red background.
2.06 PANELBOARD
A. During the execution of the Contract, if it becomes necessary to access, modify or
replace existing panelboards, It shall be done under the following constraints and must
be approved by the Project Representative, along with approval from King County's
Electrical Engineering staff.
1. All panelboards shall be the standard end product of one manufacturer. Circuit
breakers contained in each panel shall be listed for use within that panel, and shall
be of the same manufacturer as the panelboard.
2. New panelboards installed on the existing bases shall be required to be of the same
manufacturer, model, and type as the existing panelboards.
3. New circuit breakers added to existing panelboard shall be listed for use in the
existing panelboard.
4. Install a typewritten schedule of circuits in each panelboard incorporating all
applicable contract changes pertaining to that schedule
5. Circuit breakers shall bolt on to the bus.
6. All bus shall be silver plated copper.
7. Equipment ratings shall exceed the applied voltages, continuous current and
available fault current.
8. Equipment shall be labelled with the available fault current and arc -flash incident
energy.
B. GROUND RODS
C. Ground rods shall be copper clad steel, 3/4 -inch diameter and 10 -feet long. Rods shall
have threaded type removable caps so that extension rods of same diameter and length
may be added where necessary.
PART 3 EXECUTION
3.01 GENERAL
A. Electrical work shall be fully completed in all respects generally as shown on the
Contract drawings and as described in this section.
B. The electrical plan drawings are generally diagrammatic. The exact locations and routing
of cables and conduits shall be governed by structural conditions and physical
interference.
C. Where details of installations (including notes, conduit & wire tags, etc) are not shown on
the drawings, new installations shall be installed at the same standard (as spelled out in
this specification) as other equipment installed on this project, not just similar to existing
installations.
260051 - 9 C01194C17
D. Manufacturer's installation details: Contractor shall install items in accordance with
details and provide any special wiring, fittings and appurtenances required. Contractor
shall verify all measurements at site and coordinate exact locations with details shown
on Contract Drawings.
3.02 RECORD DRAWINGS
A. The Contractor shall maintain a neatly marked set of blue lines of all Drawings of all the
electrical work involved in the Contract. The prints shall be kept current with the work as
it progresses and shall be subject to inspection by the Project Representative at any
time.
B. Current, acceptable as -constructed prints must be submitted prior to the certification of
any Contract payment for electrical work. A complete and accurate set of these prints
shall be delivered to the Project Representative for the Project Representative's
approval.
3.03 DUST
A. All operations involving drilling or grinding, sweeping and similar activities shall be
accomplished under controlled conditions to keep dust and dirt from contaminating the
equipment.
3.04 CONDUIT AND BOXES
A. The area of electrical work shall be treated as non -hazardous (in most areas) unless
otherwise noted on the drawing; therefore, the wiring method employed shall satisfy the
NEC requirements for this classification. Conduit, boxes and enclosures, devices, fittings
and the like shall be approved, used as required per the listed intent and manufacturer's
specifications, and located and installed in accordance with the NEC requirements.
B. Conduit installed in planting areas shall be PVC Schedule 40. When using PVC
Schedule 40, the backfill layer within 2 inches of the conduit shall contain no rock larger
than 3/4 -inch. All installed elbows shall be Galvanized Rigid Steel.
C. Any trenching of existing pavement shall be made in such a manner as not to destroy
the structural integrity of the pavement. All trenching in previously paved areas shall be
done in such a fashion that all edges are cut with a saw cutter, providing a clean edge
which to repair the pavement.
D. Conduit installed under the roadway shall be galvanized rigid steel or Schedule 80 PVC.
All elbows installed underground and transitions to above grade shall be Galvanized
Rigid Steel. The trench shall be backfilled with select material to minimum relative
compaction of 95 percent per ASTM D1556. Patch and finish trench with pavement to
match existing roadway.
E. All rigid steel conduit installed in the ground shall be coated with Bitumastic 300M Coal
Tar Epoxy, Tnemec Series 46H-413 Coal Tar Epoxy or approved alternate. Paint coating
shall be applied and cured in accordance with the manufacturer's specifications; two
coats shall be applied to provide a protective covering free of voids or shall be plastic
coated galvanized rigid steel conduit (GPVC).
260051 - 10 C01194C17
F. All conduit installed in the ground shall be installed at least 24 inches below grade.
Electrical Hazard Tape shall be placed 18 inches above all conduit in the ground.
G. Conduit shall not be welded, brazed or otherwise heated.
H. Where required for ease of pulling and as necessary to meet codes, pull boxes and
junction boxes shall be installed even though not shown on the drawings. The locations
of boxes shown are approximate; exact locations shall be verified on the job to avoid
conflict with other work.
260051-11 C01194C17
Bends and offsets shall be avoided in conduit runs; where bends and offsets are
necessary, they shall be made with an approved conduit bender or bending machine, or
shall consist of factory -made elbows and fittings. The contractor shall limit the number of
directional changes of the conduit to a total not more than 270 degrees in any run
between pull boxes.
J. All conduit shall terminate in boxes or handholes unless otherwise shown.
K. All rigid conduit entering sheet -metal boxes shall have a metal insulating bushing
installed over the conduit end (O.Z. Gedney-HBLG Series, Thomas & Betts BG Series,
or engineering approved equal). All joints shall be made with standard couplings or
UNF/UNY unions; excessive threads shall not be used on any conduit. The ends of all
rigid conduit shall be cut square, reamed and threaded with straight threads. Rigid
conduit joints shall be made up with a UL -listed conductive anti -corrosion surface
compound (Thomas & Betts Kopr-Shield, Jetlube, or engineering approved equal), which
shall be applied to the male threads only. No Compression Fittings are to be used with
rigid conduit.
L. All rigid conduit entering sheet -metal boxes or cabinets shall be secured by locknuts on
both the interior and exterior of the enclosure or a Myers Hub shall be installed.
M. Exposed conduit shall be run on supports spaced not more than 8 feet apart and shall
be installed with runs parallel or perpendicular to walls, structural members or
intersections of vertical planes and ceiling. No conduit shall approach closer than 6
inches to any object operating above the rated temperature of the conductor installation.
N. Conduit supported directly from the block, brick or concrete structure shall be spaced out
at least 3/8 -inch.
O. Flexible Steel conduit shall not be used. Liquid -tight flexible metal conduit (LFMC) shall
be used if flexibility is required for all motors and equipment requiring flexible
connections. Where flexibility is required for electrical raceways on equipment, liquid -
tight flexible conduit shall be used in accordance with JIC standards, these
Specifications and the local inspection agency (the length of the flexible conduit shall be
minimized, Maximum length shall be 6 -Feet).
P. Plumber's perforated hanger iron shall not be used for any purpose.
Q. All fittings shall be made up wrench tight.
R. All penetrations of existing concrete shall be made in such a manner as not to destroy
the structural integrity of the structure. Patch and seal indicated penetrations watertight
with non -shrink, non -staining grout.
S. For installing conduit runs in or under concrete floors/sidewalks, sawcut and remove
concrete as required (in sidewalks or walkways the contractor shall cut/replace along
existing break lines). Remove loose dirt and broken material from trench before installing
conduit and before pouring new concrete. Finish trench to match surrounding floor
surface.
260051 - 12 C01194C17
T. The Contractor shall exercise the necessary precautions to prevent the lodging of dirt,
concrete and trash in the conduit, fittings and boxes during the course of installation.
U. The Contractor shall install/conceal conduit within the structure during construction
where possible, where not possible the Contractor shall paint the conduit(s) to match the
existing structure to which the conduit is attached.
V. Table I specifies the type of raceway required for each location and application. Unless
in Table I, conduit shall be hot -dip galvanized rigid steel, type GRS. Minimum trade size
for all conduit shall be 3/4 -inch when exposed and 1 -inch when embedded (underground
or within walls), unless specifically noted.
Table I
LOCATION
APPLICATION / CONDITION
CONDUIT
Above ground up to 10
ft. AFF
All raceway applications not specified below.
GRS
Above ground 10 ft. AFF
and up
On or in walls and ceiling spaces, where not
subject to physical abuse or moisture.
EMT, IMC
Subject to occasional moisture.
IMC
All wet areas
Subject to constant moisture (i.e. wash bays,
steam shop-floor to roof)
GRS
Underground
Direct buried.
GRS, GPVC,
Encased in red concrete.
GRS, GPVC,
PVC
Outdoor
Exposed to weather.
GRS
Hazardous, classified
areas
Exposed
GRS
3.05 CONDUCTORS
A. Care shall be exercised in pulling conductors into conduit so as to avoid kinking the
conductors, putting undue stress on them or otherwise abrading them. Only UL -listed
pulling compound shall be used for pulling. The raceway installation shall be complete
before conductors are pulled into it.
B. All conductors and cables shall be identified at all access points with marking sleeves.
Marking sleeves shall be as specified in Paragraph 260051-2.03E.
C. Generally, splicing shall be avoided. Where splicing is dictated by field conditions,
splices shall be made only in junction boxes suitable for the area. Splice selection shall
be based in accordance with Paragraph 260051-2.03D (underground or wet areas shall
be 3M 85-10 or 72-N; dry areas shall be spring -type solderless connectors).
D. Crimping shall be done with approved crimping tool (not side -cutters or the like).
E. The Contractor shall provide a ground rod in each handhole, and shall connect this
ground to the ground lug in the light pole. The light pole foundation shall also be
connected to the ground system; a #4 bare copper ground conductor shall be
exothermically connected to the rebar in the pole foundation with enough conductor
extending up the center of the foundation to provide connection to the grounding lug in
260051 - 13 C01194C17
the pole handhole. The ground rod shall extend 3 inches above the bottom of the
handhole, connection at the ground rod shall be made with a bolted connector.
F. A code sized ground wire shall be placed in each conduit installed under this contract.
G. All handholes opened for work associated with this contract shall be provided with
grounding straps for the lid and rim of handholes with metal covers. This ground strap
shall be conntected to the ground rod and/or ground system within the handholes.
3.06 EQUIPMENT
A. Care shall be exercised in the installation of all equipment to avoid damage or
disfigurement of any kind. All equipment shall be protected prior to and after installation.
B. The Contractor shall repair by spray painting, after properly preparing the surface, all
scratches or defects in the finish of the equipment. Only identical paint furnished by the
equipment manufacturer shall be used for such purposes.
C. Failure of the Contractor to protect the equipment as outlined herein shall be grounds for
rejection of the equipment.
D. Seismic attachments: Earthquake resistant attachments and supports for equipment
shall be provided and shall include anchor bolts, equipment assembly bolts and
fastenings which are adequate to resist a horizontal force of 50 percent of the equipment
weight applied at the center of gravity without displacing the equipment or its fastenings.
3.07 TESTING AND STARTUP
A. Test Procedure:
1. Unless otherwise specified, it shall be the responsibility of the Contractor to prepare
the test procedure and to conduct tests in accordance with that procedure to
demonstrate to the Project Representative the accuracy of the wiring, control and
proper functioning of the equipment in accordance with these specifications.
Contractor shall submit its proposed test procedure to the Project Representative for
approval at least 48 hours prior to the demonstration.
2. All equipment and systems shall be demonstrated by the Contractor as operating
properly prior to the acceptance of the work. All protective devices shall be operative
during demonstration.
3. If the demonstration indicates unsatisfactory operation as determined by the Project
Representative or inspecting authorities, defects shall be corrected by the
Contractor, and the demonstration shall be repeated at no additional expense to the
County.
B. Phase Relationship Tests: (NOT USED).
C. Insulation Resistance Tests: Insulation resistance tests shall be performed on
conductors, cables and equipment, signal circuits excepted. Tests shall be made with
1000 -volt Biddle hand -cranked megger insulation resistance tester. All equipment that
may be damaged by such tests shall be disconnected before the tests are made. Tests
shall measure insulation resistance from line to ground. Conductors and cables shall be
tested after placement and the completion of the terminations, but before connection to
260051-14 C01194C17
equipment. 600 -volt class circuits and equipment shall be tested. Minimum acceptable
values of insulation resistance of circuits and equipment shall be 10 megohms. The
Contractor shall provide for the County: the test reports listing test equipment used,
person or persons performing the tests, the date tested, the circuits or equipment tested
and the results of all tests. The Project Representative shall witness these tests.
Contractor shall notify the Project Representative 48 hours in advance of testing.
END OF SECTION
260051-15 C01194C17
City of Tukwila
Department of Community Development
November 29, 2017
PATRICK FARRELL
1363 DAWN RIVER DR
WOODLAND, WA 98674
RE: Correction Letter # 1
MECHANICAL Permit Application Number M17-0163
KING COUNTY METRO TRANSIT DIVISION - 12100 E MARGINAL WAY S
Dear PATRICK FARRELL,
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 - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these
comments.
• (GENERAL INFORMATION NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "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)
(BUILDING REVIEW NOTES)
1. Please provide a list of special inspections with requirements in a table on the plan set. Include inspections
required by third party inspectors for the mechanical equipment. Provide name of inspection agencies contracted to
do the inspections.
2. Gas and water piping shall be a separate plumbing permit. Plan and isometric drawings shall be required.
Note: Contingent on response to these corrections, further plan review may request for additional corrections.
FIRE - M DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments.
• The International Fire Code classifies Industrial furnaces according to whether or not the oven operates at
atmospheric pressure and the volatility of the materials being heated in the oven. Please provide the details of the
processes and operation of the oven.
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.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
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.
Sincerely,
Bill Rambo
Permit Technician
File No. M17-0163
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT CORD COPY.
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: M17-0163 DATE: 12/20/17
PROJECT NAME: KING COUNTY METRO TRANSIT DIVISION
SITE ADDRESS: 12100 E MARGINAL WAY S
Original Plan Submittal
Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
M ,4{,t/ C.
Building Division 0
Public Works
A 1'1/7;1I 11
Fire Prevention Planning Division ❑
Structural
❑ Permit Coordinator n
PRELIMINARY REVIEW:
DATE: 12/21/17
Not Applicable ❑ Structural Review Required
(no approval/review required)
REVIEWERcS INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
DUE DATE: 01/18/18
❑ Approved with Conditions ❑
Corrections Required ❑ Denied ❑
(corrections entered in Reviews) •(ie: Zoning Issues)
Notation:
REVIEWERc INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: M17-0163 DATE: 11/13/17
PROJECT NAME: KING COUNTY METRO TRANSIT DIVISION
SITE ADDRESS: 12100 E MARGINAL WAY S
X Original Plan. Submittal
Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
fr: G0cLC2`
Building Division
,4+'Coq_ tl)-1-1
Fire Prevention a Planning Division
Public Works ❑ Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 11/14/17
Structural Review Required
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
DUE DATE: 12/12/17
❑ Approved with Conditions ❑
Corrections Required ! Denied
(corrections entered in Reviews (ie: Zoning Issues)
Notation:
REVIEWERc$ INITIALS:
DATE:
CPermit Center Use Only
CORRECTION LETTER MAILED: '-'(
Departments issued corrections: Bldg Fire a- Ping ❑ 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
Fax: 206-431-3665
Web site: http://www,ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the Mail, fax, etc.
Date: 01\9I0
Plan Check/Permit Number: M1 7-0 1 63
• Response to Incomplete Letter #
E Response to Correction Letter # 1
O Revision # after Permit is Issued
0 Revision requested by a City Building Inspector or Plans Examiner
Project Name: King County Metro Transit Division
Project Address: 12100 E Marginal Way S
Contact Person:'`( c c 1 \. Phone Number:
Summary of Revision:
1. Specifications with engineer of design's stamp on coversheet included.
2. Table of Special Inspection added to coversheet of plans. Special Inpsections will be performed
by Krazan and Associates
RECEIVED
CITY OF TUKWIL A
DEC 19 2017
PERMIT CENTER
3. A plumbing permit will be filed
4. See attached letter for the Puget Sound Clean Air Agency that describes the processes and operation of
the oven.
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
El Entered in TRAKiT on . I
11
\applicationslforms-applications on linelrevision submittal
Created: 8-13-2004
Revised:
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Lawsuits against the bond or savings
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https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601702222&LIC=STELLJC045J9&SAW= 1/4/2018
STELLAR J CORPORATION
No lawsuits against the bond or savings ac s during the previous 6 year period.
L&I Tax debts
................................ .......
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
.......................................................
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
Account is current.
L&I Account ID
908,480-00
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: HATK235@Ini.wa.gov
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
........................................................
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.
317940959
Location
215 NW 36th St
Seattle, WA 98107
Inspection results date
09/06/2016
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
No violations
No violations
No violations
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https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601702222&LIC=STELLJC045J9&SAW= 1/4/2018