HomeMy WebLinkAboutPermit M19-0069 - SHASTA BEVERAGE / VARIETY PACK LINE - COMPRESSED AIRSHASTA BEVERAGE, INC
VARIETY PACK
1227 ANDOVER PARK E
M19-0069
Parcel No:
Address:
Project Name:
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City of Tukwila
Department oyCommunity Development
630OSouuhcenterBoulevard, Suite #1OO
Tukwila, Washington 981O8
Phone:I0G'431,]670
Inspection Request Line: 2O6'438'935U
Web site: http://www.TukwilaWA.Rov
MECHANICAL PERMIT
]S2]O48O7Z
SHASTA BEVERAGE, INC - VARIETY PACK
Permit Number: M19-0069
Issue Date: 4/29/2019
Permit Expires On: 10/26/2019
Owner:
Name:
Contact Person:
Name:
Contractor:
Address:
License No:
Lender:
Name:
NATIONAL BEVERAGE CORP
81005VV10TM5TSTE4000'
PLANTATION, WA, 33324
l916BONA(RDRSW, SEAlTLE VVA'
98116
AUBURN MECHANICAL INC
POBOX 249'AUBURN, WA, 9D07I
AUOURKA11638A
Expiration Date: 9/12/2020
DESCRIPTION OFWORK:
COMPRESSED AIR TO VARIETY PACK.
Valuation of Work: $3,500.00
Type of Work: NEW
Fuel type: GAS
Fees Collected: $258,87
Electrical Service Provided by: PUGETSOUND ENERGY
Water District: TUKVV|LA
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:
7
ized Signature:
National Electrical Code:
WA Cities Electrical [ode:
VV4C29646B:
WA State Energy Code:
Date:
2017
2017
2017
| hearbycertify that | 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 orlocal laws regulating construction nrthe performance ofwork. |amauthorized tnsign and obtain this
development permit and agree tothe conditions attached tuthis permit.
Signature:
0!�'\
`'3A
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: All permits, inspection record card and approved construction documemsshaUbekeptotthesiteufwork
and shall be open to inspection by the Building Inspector until final inspection approval is granted,
2: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
3: Noportion ofany plumbing system orgas piping shall beconcealed until inspected and approved.
4: All plumbing and gas piping systems shall betested and approved asrequired bythe Plumbing Code and
Fuel Gas Code. Tests shall beconducted inthe presence nfthe Plumbing Inspector, |tshall bothe duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work isready for inspection.
5: The issuance ofapermit nrapproval o{plans and specifications shall not beconstrued tobeapermit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance ofthe jurisdiction,
6: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1800 MECHANICAL FINAL
0701 m]UGH'|NME[HxN|[AL
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Mechanical Permit No. \\ 7
Project No. LP (4-t)
Date Application Accepted:
Date Application Expires:
(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
Site Address: 1227 jjet--
Tenant Name: fr4 I e 1144,
PROPERTY OWNER
Name: /� (0.1:6
11
' a ofOv i f n�
'.. i, �Ni J
Address: t
z2,-/
a.. .0 0 il Sgat,65\--
Ci
State: Zip:CCIZO
CONTACT PERSON - person receiving all project
communication
NamB: (, i9
V
:::
Address�"Y* Vq p � 7rl 3
City` J� State e ZipggtI(f?
Phon Fax:
Email: 1(611‘.e.6 A,v„(,te & cm
King Co Assessor's Tax No.: #Z'904 'CO IZ
Suite Number: Floor:
New Tenant: ❑ Yes
0
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
Valuation of project (contractor's bid price): $ 3)
Describe the scope of work in detail:
VA.SSOO 1012-- \IA4A.21ytk.,_
Use: Residential: New ❑
Commercial: New 14,
Fuel Tvpe: Electric ❑
Gas
Replacement
Replacement
Other:
H:Wpplications\Forms•Applications On Line\2016 Applications Mechanical Permit Application Revised 1-4-16.docx
Revised: January 2016
bh
Page ] of 2
Indicate type of mechanical work being Oiled and the quantity below:
Unit Type
Qty
Furnace <100k btu
Furnace >100k btu
Floor furnace
Suspended/wal I/floor
mounted heater
Appliance vent
Repair or addition to
heat/refrig/cooling
system
Air handling unit
<10,000 cfm
Unit Type
Qty
Air handling unit
>10,000 cfm
Evaporator cooler
Ventilation fan
connected to single duct
Ventilation system
Hood and duct
Incinerator — domestic
Incinerator —
comm/industrial
Unit Type
Qty
Fire damper
Diffuser
Thermostat
Wood/gas stove
Emergency generator
Other mechanical
equipment
Boiler/Compressor
Qty
0-3 hp/100,000 btu
3-15 hp/500,000 btu
15-30 hp/1,000,000 btu
30-50 hp/1,750,000 btu
50+ hp/1,750,000 btu
Noise:
Mechanical units need to be in compliance with the Tukwila Noise Code. Maximumpermissible 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 dB(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-l0pm);
Testing of backup generators during the day,
PERMIT APPLICATION NOTES -
Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the permit center to comply with current fee schedules.
Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing
and justifiable cause demonstrated. Section 105.3.2 Intemational Building Code (current edition).
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING AUTHORIZED AGENT:
Signature: t (/
Print Name !
Mailing Address: r4)(e% io--130- / II
H:\Applications\Forms-Appliva..titrns On Line \2016 Applications\Mechanical Permit Application Revised 1-416:doc,
Revised: January 2016
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Date:45
Day Telephone 433 g y
tI 'VIVO
State Zip
Page 2 of 2
City
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$811.54
M19-0068 Address: 1227 ANDOVER PARK E Apn: 3523049072
$414.75
Credit Card Fee
$12.08
Credit Card Fee I
R000.369,908.00.00 1
0.00
$12.08
MECHANICAL
$402.67
PLAN CHECK FEE _I
R000.322,102.00.00 1
0.00
$402.67
M19-0069 Address: 1227 ANDOVER PARK E Apn: 3523049072
$258.87
Credit Card Fee
$7.54
Credit Card Fee I
R000.369.908.00.00
I 0.00
j
$7.54
MECHANICAL
$241.66
PERMIT ISSUANCE BASE FEE
R000.322,100.00.00
0.00
$33.15
PERMIT FEE
R000,322.100.00.00
0.00
$160.18
PLAN CHECK FEE
R000.322.102.00.00
0.00
$48.33
TECHNOLOGY FEE
$9,67
TECHNOLOGY FEE I
R000.322.900.04.00
0.00
1
$9.67
PG19-0063 Address: 1227 ANDOVER PARK E Apn 3523049072
$137.92
Credit Card Fee
$4.02
Credit Card Fee I
R000.369.908.00.00
0.00
$4.02
GAS i
$128,75
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$35.00
PERMIT FEE
R000.322.100.00.00
0.00
$68.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$25.75
TECHNOLOGY FEE
$5.15
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R17478
R000.322,900.04.00
0.00
$5.15
$811.54
Date Paid: Wednesday, April 24, 2019
Paid By: NICHOLAS HEATON
Pay Method: CREDIT CARD 024027
Printed: Wednesday, April 24, 2019 12:39 PM 1 of 1
Y T
CO TUKWILx ETR4KIT
6280 SOUTHCEmTER 8LVD
TUKWILA' wx 98188
200'433'1870
CITY OF TUKwILx
0817348880802374404588
Date: 04/24/2019 12:39:03 PM
CREDIT [AKo SALE
VISA
CARD NUMBER: *****+****9037 K
Tn4N AMOUNT: $8II.54
APPROVAL CD: 024027
RECORD #: 080
CLERK ID: Shana
X
{CARDHOLDER'S SIGNATURE}
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
ACCORDING TO THE CARD ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
Merchant Copy
CO TUKWILx ETRAKIT
6200 5VUTMCENTER BLVD
TUKWIL4' WA 98188
206'433'1870
CITY OF TUKWILA
Date: 04/24/2819 12:39:03 PM
cnEozT Cxxo sxLs
VISA
CARD NUMBER: **********9037 K
TRAN AMOUNT: $81I.54
APPROVAL CD: 024027
RECORD #: 080
CLERK ID: Shana
Thank youl
Customer Copy
1ERMIT COORD COPY a
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: M19-0069 DATE: 04/24/19
PROJECT NAME: SHASTA BEVERAGE, INC - VARIETY PACK
SITE ADDRESS: 1227 ANDOVER PARK E
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
P uilding Division
\\6\
Fire Prevention
Public Works
Structural
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
REVIEWER'S T ALS:
DATE: 04/25/19
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews
Approved with Conditions
Denied
(ie: Zoning Issues
DUE DATE: 05/23/19
Notation:
REVIEWER'S INITIALS:
DATE:
Perini, Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ID Fire 0 Ping 0 PW El Staff Initials:
12/18/2013
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431
670
Project;
•
Type of Inspection: /
1, c_.L Id — t 9 EZ,TY !
Address: ,
122 r7 II/& j'�+ii
Date Called:
Special Instructions:
Date Wanted: a.m.
S -7/ 7 p.m.
'Requester:
Phone No:
Approved per applicable codes.
0
Corrections required prior to approval.
COMMENTS:
..t -► G t4 T '. t/rtRrf , .%fe-
inspector:
Date: J�
RE1NSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
-Project:
Type o nspection:
er-et
Address:
1227 404-061/0( OW
Date Called:
.
Special Instructions:
Date Wanted:
a.m.
P-m•
-6-'-‘? i?
Iteque e :
Phone No:
Approved per applicable codes.
Corrections required prior approval.
nspec
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd,. Suite 100. Call to schedule reinspection.
Holm Espanol Contact [Search L&I
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AUBURN MECHANICAL INC
Owner or tradesperson
Principals
THODAY, DAVID V, PRESIDENT
JOHNSON, STACY ANNE, PRESIDENT
JOHNSON, KIM PAUL, SECRETARY
Doing business as
AUBURN MECHANICAL INC
WA UBI No.
600 074 968
PO BOX 249
AUBURN, WA 98071
253-838-9780
KING County
Business type
Corporation
Governing persons
STACY
A
JOHNSON
KIM JOHNSON;
RYAN HOWARD MCMAHAN;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
AUBURMI163BA
Effective — expiration
01/01/1984— 09/12/2020
Bond
Travelers Cas and Surety Co of America
Bond account no,
106958648
$12,000.00
Received by L8..1 Effective date
09/24/2018 10/01/2018
Expiration date
Until Canceled
Bond history
fnsuranoe
Continental Insurance Co $1,000,000.00
Policy no.
6072614904
Received by L&I Effective date
09/28/2018 10/01/2018
Expiration date
10/01/2019
Insurance history Help us improve
(EXISTING) AIR COMPRESSOR
MANUFACTURER/
ELEC. MOTOR REQTS
WEIGHT (LBS)
PSIG
HP
DESCRIPTION
V
HZ
PH
MODEL#
GARDNER DENVER LRS90-132B
6102
190
150
460
60
3
GARDENER DENVER MODEL LRS90-132B
AIR COOLED, VARIABLE SPEED
PIPE MATERIAL SCHEDULE
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SERVICE
MATERIAL
U
U
U
Co
O F
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U O
INSIDE
X
GAS
OUTSIDE
X
AIR
ABOVE FLOOR
X
BELOW FLOOR
X
FILV PY
permit No.
Plan review approval is subject to errors and
omissions Approval of construction documents does
not authnnze the violation of any adopted code or
ordinance. Receipt of approved Field Copy and
conditions Is acKnowMi>It_ �,.
By
Date:
City of TUKW113
BUILDING DIVISION
PER IFGC. TABLE 402.4(2)
SEPARATE PERMIT
REQUIRED FOR:
E] Mechanical
Ey Electrical
Plumbing
[� Gas Piping
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes snall be made to the scope
of work without pnor aporoval of the
Tukwila Building Division.
NOTE: Revisions will require a new plan
submittal and may include additional plan review.
PIPE HANGERS
PIPE
TO
TO
TO
PIPE SIZE
MIN. ROD DIA.
ROD
MAX. LOAD
MATERIA
3/4"
1-1/2"
2-1/2"
(IN.)
(IN.)
DIA. (IN.)
(LB.)
STEEL
6 FT.
8 FT.
10 FT.
3/4" TO 2"
3/8"
3/8"
500
COPPER
5 FT.
6 FT.
8 FT.
2-1/2" TO 3"
1 /2"
1 /2"
1000
PLASTIC
4 FT.
5 FT.
6 FT.
5/8"
1700
FABRICATE HANGER RODS FROM THREADED HOT ROLLED STEEL CONFORMING TO ASTM Al07. USE
COPPER PLATED HANGER ROD AND BOLTS WHEN CONNECTING TO COPPER PLATED HANGERS.
INCREASE HANGER RODS SUPPORTING TRAPEZE HANGERS IN SIZE AS REQUIRED TO HANDLE ADDED
WEIGHT OF MULTIPLE PIPES. WHEN TRAPEZE HANGERS ARE USED FOR MULTIPLE PIPES, EACH PIPE SHALL
BE INDIVIDUALLY CLAMPED OR GUIDED AT EACH TRAPEZE HANGER. LOADING PER HANGER ROD SHALL
NEVER EXCEED THE LIMITS NOTED ABOVE
WHERE SPRING HANGERS ARE REQUIRED, SUPPORT ONLY ONE PIPE FROM A HANGER OR TRAPEZE
HANGER.
SUPPORTS OR HANGERS SHALL BE LOCATED ADJACENT TO FITTINGS AND IN ADDITION TO ABOVE
HANGERS, PIPING SHALL BE SUPPORTED AT EACH OFFSET OR CHANGE OF DIRECTION, AT ENDS OF
BRANCHES, AT THE BASE OF RISER PIPES AND ALONG PIPING AS REQUIRED TO PREVENT SAGS, BENDS OR
VIBRATION.
SYMBOL
LEGEND
ABBREV DESCRIPTION
SS SANITARY SEWER BELOW FLOOR
SS @ HVLV SANITARY SEWER AT HIGH LEVEL
--------------------------
V
VENT SANITARY
- - -
DW
DOMESTIC WATER
HW
HOT WATER
- 105° -
TW
TEMPERED WATER (105 °F)
G
G
NATURAL GAS (8" WC)
TP
TPCW
TRAP PRIMER COLD WATER
---------- VBF---------
VBF
VENT BELOW FLOOR
- EXIST.CW --
ECW
EXISTING COLD WATER
EXIST.G
EG
EXISTING GAS
- - - EXIST.HW - - -
EHW
EXISTING HOT WATER SUPPLY
- --EXIST.HWR- - -
EHWR
EXISTING HOT WATER RETURN
EXIST.D
ED
EXISTING DRAIN (INDIRECT)
EXIST.SAN
ES
EXISTING SANITARY SEWER
--------• EXIST.SAN V--------
EV
EXISTING SANITARY SEWER VENT
'
GC
GAS COCK
ft•ad
SOV
SHUT OFF VALVE
THV
THROTTLING VALVE
D-4
CV
CHECK VALVE
�Wi
BWV
BACK WATER VALVE
t
HB
HOSE BIBB
RISE/DROP IN PIPE
WATER HAMMER ARRESTOR W/ ACCESS
PANEL
TP
TRAP PRIMER
VTR
VENT THRU ROOF
FD
FLOOR DRAIN
RD/OD
ROOF DRAIN/OVERFLOW DRAIN
CO/WCO
CLEANOUT/WALL CLEANOUT
FCO/COTG
FLOOR CLEANOUT/ CLEANOUT TO
GRADE
POC
POINT OF CONNECTION
DIAMETER
❑F
FILTER
❑R REGULATOR
Ll LUBRICANT
FV
FLUSH VALVE
IW
INDUSTRIAL WASTE
ICW
INDUSTRIAL COLD WATER
HVLV
HIGH LEVEL
RO
R.O. WATER
CA CA
COMPRESSED AIR
AHJ
AUTHORITY HAVING JURISDICTION
NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED.
PLUMBING GENERAL NOTES:
1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK.
PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE
PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL
REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE
CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES
PRIOR TO SUBMISSION OF BID.
2. PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT AND FINISHED
CONDITIONS. CONTRACTOR SHALL COORDINATE PIPING WITH EXISTING CONDITIONS. IF FIELD
CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND EFFECT
PLUMBING WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA.
3. PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS,
SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS
AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE
RESOLUTION. CONTRACTOR'SHALL COORDINATE ALL WORK WITH OTHER TRADES FOR CLEARANCES
PRIOR TO THE START OF WORKI
4. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES CONNECTION REQUIREMENTS PRIOR TO
START OF WORK.
5. SEE ARCHITECTURAL DRAWINGS FOR SCOPE AND EXACT PLUMBING FIXTURE LOCATIONS AND
QUANTITIES.
6. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED
CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES.
7. ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER CPC SECTION 719.0, IN ADDITION,
PROVIDE CLEANOUTS AT EACH LAV./SINK.
8. PROVIDE ACCESS PANELS IN WALLS FOR SHUT-OFF VALVES, TRAP PRIMERS AND WATER HAMMER
ARRESTERS. CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED
ABOVE THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. COORDINATE
ACCESS PANEL LOCATIONS WITH ARCHITECTURAL DRAWINGS.
9. HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL
RELATED ACCESSORIES AS REQUIRED BY THE STATE OF WASHINGTON, AND AMERICANS WITH
DISABILITIES ACT (ADA).
10. PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES.
11. COORDINATE ELECTRICAL CHARACTERISTICS OF EQUIPMENT WITH ELECTRICAL SCOPE OF WORK
PRIOR TO ORDERING EQUIPMENT.
12. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT DRAWINGS AT THE COMPLETION OF PROJECT
FOR REVIEW BY ARCHITECT/ENGINEER.
13. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS REQUIRED TO COMPLETE WORK.
14. CONTRACTOR SHALL CONTACT PLUMBING INSPECTOR FOR REVIEW OF DRAWINGS PRIOR TO START
OF ANY WORK.
15. CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SUBMITTAL FOR ALL PIPING, EQUIPMENT,
VALVES, ETC. TO ARCHITECT/ENGINEER FOR REVIEW AND PRIOR TO INSTALLATION OF WORK.
16. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE.
ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED
CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES.
17. WATER CONSERVATION FOR PLUMBING FIXTURES SHALL BE IN ACCORDANCE WITH THE STATE OF
CALIFORNIA:
a. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE HOT WATER CONTROLS THAT COMPLY WITH
THE FOLLOWING REQUIREMENTS:
(1)MAXIMUM FLOW RATE: 0.5 GALLONS PER MINUTE (GPM).
(2)MAXIMUM OUTLET TEMPERATURE: 110 DEGREES F.
18. ALL LAVATORY FAUCETS SHALL BE PROVIDED WITH CODE -APPROVED FLOW RESTRICTORS.
19. WATER PIPING ABOVE SLAB SHALL BE TYPE "L" COPPER. HOT WATER PIPING SHALL BE INSULATED.
PIPES SMALLER THAN 2" SHALL HAVE AN INSULATION THICKNESS NOT LESS THAN PIPE DIAMETER. PIPES
2" AND LARGER SHALL HAVE NOT LESS THAN 2" THICK INSULATION.
20. PROVIDE LINE SIZE SHUT OFF VALVE ON ALL BRANCHES SERVING MORE THAN TWO PIECES OF
EQUIPMENT. PROVIDE ACCESS DOOR (COORDINATED WITH ARCHITECT) WHEN LOCATION FALLS
ABOVE A HARD CEILING.
21. ALL HOT WATER PIPING TO BE INSULATED PER C.P.C. CHAPTER 609.11.2.
22. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LINES.
23 ALL REQUIRED CLEANOUTS SHALL BE INSTALL AS PER SECTIONS 707.0 AND 719.0 OF THE PLUMBING
CODE.
23. SLOPE FOR DRAINAGE AND BUILDING SEWER SHALL BE 2%.
24. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE
FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT.
25. FLAT VENTS (i.e. HORIZONTAL VENTS BELLOW THE FLOOD RIM OF THE FIXTURE) SHALL NOT BE
ALLOWED FOR PLUMBING FIXTURES THAT ARE WITHIN TRAP ARM DISTANCE OF THE WALLS.
26. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO
THE METHOD SET IN SECTION 609.9 OF THE PLUMBING CODE.
27. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR
OTHERWISE COVERED, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
28. THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO
GREATER THAN 5 LBF.
29. THE PLUMBING CONTRACTOR SHALL CONFORM WITH THE PLUMBING CODE FOR TESTING OF DRAIN,
WASTE, VENT, DOMESTIC WATER AND GAS PIPING.
RECEIVED
CITY OF TUKWILA
APR 2 4 2019
PERMIT CENTER
PLUMP ENGINEERING INC.
CONSULTING ENGINEERS
STRUCTURAL, MECHANICAL, PLUMBING,
ELECTRICAL, CIVIL, SURVEYING,
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com
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1227 Andover Park E.
Tukwila, WA 98188
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Project Number: ,C
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KEYNOTES:
1O CONNECT TO EXISTING GAS METER. LANDLORD TO PROVIDE GAS
METER LOCATION AND SIZE IN CONNECTION WITHIN THE DEMISED
PREMISES. FIELD VERIFY AND COORDINATE WITH PROJECT
ENGINEER FOR ANY DISCREPANCY PRIOR TO FINAL COSTING AND
START OF WORK.
OI! -' PIPE SIZE SCH 40 BS
GENERAL NOTES
1. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND SIZE
FOR THE EXISTING METALLIC GAS PIPE LINE AND CONNECT TO THE
NEW PIPE.
2. CONTRACTOR TO VISIT THE SITE PRIOR TO BID AND VERIFY ALL
EXISTING CONDITIONS. ANY DAMAGES TO ANY EXISTING WALLS,
FLOORS, FINISHES ETC. BY THIS CONTRACTOR ARE TO BE REPAIRED
AT THIS CONTRACTOR'S EXPENSE.
3. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES, EQUIPMENT
AND RELATED ACCESSORIES PRIOR TO BID. COORDINATE ALL
MAJOR DISCREPANCIES WITH PLANS WITH THE ARCHITECT AND
ENGINEER PRIOR TO FINAL COSTING AND START OF ANY WORK.
4. PLUMBING AND MECHANICAL CONTRACTOR TO COORDINATE
WITH LANDLORD'S ROOFING SUBCONTRACTOR FOR ANY ROOF
PENETRATIONS RELATED TO THE INSTALLATION OF ANY NEW
ROOFTOP UNITS, VENTS ETC. AT CONTRACTORS EXPENSE, TO
ENSURE LANDLORD'S ROOF WARRANTY IS NOT INVALIDATED BY
TENANT'S ROOF WORK.
5. PROVIDE INDUSTRY STANDARD ISOLATION VALVES GAS SUPPLY TO
FIXTURES AND EQUIPMENT PER LOCAL CODE & MANUFACTURER'S
CATALOG.
6. CONTRACTOR TO PROVIDE.CUT SHEET SUBMITTAL OF ALL
PLUMBING FIXTURES PRIOR TO WORK.
7. PIPE SIZES SHOWN ARE MINIMUM SIZES PER CODE REQUIREMENTS.
CONTRACTOR CAN UPSIZE PER FIELD CONDITIONS AND
COORDINATION WITH PROJECT ENGINEER.
8. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH
ARCHITECT & ENGINEER FOR ANY MAJOR DISCREPANCY PRIOR
TO COSTING ORF WORKS
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