HomeMy WebLinkAboutPermit PG19-0049 - SHASTA BEVERAGE / BREAKROOM - NEW TOILETS AND SINKSSHASTA BEVERAGE INC-
BREAK ROOM
1227 ANDOVER PARK E.
FINALED
9/16/2020
PGI 9-0049
Parcel No:
Address:
Project Name:
��^��« ^�� �~��vu»^U
~~U~� ��n Tukwila
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Department -° Community Development
63q0SmuthoenterBoulevard, Suite #1OO
Tukwila, Washington 90100
Phone:20&431,367O
Inspection Request Line: 206'438'9350
Web site: http://www,TukwilaWA.gov
PLUMBING/GAS PIPING PERMIT
]523U49O72
1227 ANDOVER PARK E Issue Date:
Permit Expires On:
SHASTA BEVERAGE, INC - BREAK ROOM
Permit Number:
PGl9'OO49
5/ZO/ZU19
11/16/Z0l9
Address:
Contact Person:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
NATIONAL BEVERAGE CORP
8100SVV10TH5TSTE4000,
PLANTATION, WA, 33324
l9168ONmRDRSW, 5ExTTLE WA,
98116
OWNER AFFIDAVIT 'ARTHUR
HANREHAN
'''
'^'
Phone: p06>433'8997
Expiration Date:
DESCRIPTION OF WORK
INSTALL TOILETS AND SINKS |NLUNCH AND RESTRO0M6|NTWO STORY BBEAKKOOM.
Valuation of Work: $57,700.00
Water District: TUKwLA
Sewer District: TUKWILA
Fees Collected: $428.86
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 Signa
2015
2015
2015
2015
2015
National Electrical Code:
VVACities Electrical Code:
VVAC296-468:
y Code:
�
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: , �. Date:‘(:)-k
Print Name: 1"-1
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: No water, sail, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 gauge.
9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1 9001 UNDERGROUND
2 8004 GROUNDWORK
3 8005 ROUGH -IN PLUMBING
4 9002 ROUGH -IN GAS PIPING
5 2000 GAS PIPING FINAL
6 1900 PLUMBING FINAL
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Plumbing/Gas Permit No.
Date Application Accepted:
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address:
Tenant Name:
King Co Assessor's Tax No.:
1227 Andover Park East Tukwila WA 98188
Shasta Beverage Inc.
Suite Number:
PROPERTY OWNER
Name: Shasta Beverage Inc.
Address: 1227 Andover Park East
City: Tukwila State: WA
Zip: 98188
CONTACT PERSON — person receiving all project
cornmunication
Name: David Kehle
Address: 1916 Bonair Drive SW
City: Seattle State: WA Zip: 98116
Phone: (206) 433-8997 Fax: (206) 246-8369
Email: dkehle@dkehlearch.com
z3o4, 43012—
New Tenant: 0 Yes NkNo
PLUMBING 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): $ 7-700
Scope of Work (please provide detailed information)6rAt
WigrbCb -114Ver CA44C7 (SO
Building Use (per Lnt'l Building Code):
Occupancy (per Int'I Building Code):
Utility Purveyor: Water.
etc, trItA9KA.
Sewer:
H:kApplicationaonns-Applications On Line \ 2011 Applicatiorcalumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
bh
Page 1 of 2
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
t
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5.)
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler (per head)
Lavatory
Urinal
Water heater and/or vent
I
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
_protections over 5
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
1*
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
PERMIT APPLICATION NOTES -
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNED AGENT:
Signature:
Print Name: David Kehle
Mailing Address: 1916.Bonair Drive SW
Date:
Day Telephone: (206) 433-8997
Seattle WA 98188
City State Zip
H:1Applications\Forms-Applications On Line\2011 ApplicationsWlumb
Revised: August 2011
bh
Permit Application Revised 8-9-I 1.docx
Page 2 of 2
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY PAID
PermitTRAK $19,038.05
M19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $791.37
MECHANICAL $753.69
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PERMIT FEE
R000.322.100.00.00
0.00
$720.54
TECHNOLOGY FEE $37.68
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$37.68
M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 $590.03
MECHANICAL $561.93
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PERMIT FEE
R000.322.100.00.00
0.00
$528.78
TECHNOLOGY FEE $28.10
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$28.10
PG19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $344.40
PLUMBING $328.00
PERMIT FEE
R000.322.100.00.00
0.00
$293.00
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$35.00
TECHNOLOGY FEE $16.40
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$16.40
PG19-0052 Address 1227 ANDOVER PARK E Apn: 3523049072 $342.30
GAS $103.00
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$35.00
PERMIT FEE
R000.322.100.00.00
0.00
$68.00
PLUMBING $223.00
PERMIT FEE
R000.322.100.00.00
0.00
$188.00
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$35.00
TECHNOLOGY FEE $16.30
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R17421
R000.322.900.04.00 0.00 $16.30
$19,038.05
Date Paid: Wednesday, April 17, 2019
Paid By: SHASTA BEVERAGES
Pay Method: CHECK 596962
Printed: Wednesday, April 17, 2019 10:33 AM 3 of 3
SYSTEMS
C) 0
CO
CITY OF TUKWILA
Date: 03/29/2019 03:21:02 PM
CREDIT CARD SALE
VISA
CARD 00q8EK: +++****+**9037 K
TRAN AMOUNT: %4'9I7.26
APPROVAL CD: 029140
RECORD #: 008
[L[nn ID: Bill
Thank you!
Customer Copy
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT
PermitTRAK
QUANTITY
PAID
$19,038.05
D19-0094 Address: 1227 ANDOVER PARK E Apn: 3523049072
$346.97
DEVELOPMENT
$334,37
PERMIT FEE
R000.322,100.00.00
0.00
$252.03
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$25.00
STRUCTURAL CONSULTANT
R000,345.830.01.00
0.00
$57.34
TECHNOLOGY FEE
$12.60
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$12.60
D19-0099 Address: 1227 ANDOVER PARK E ' Apn: 3523049072
$2,645.01
DEVELOPMENT
$2,519.37
PERMIT FEE
R000.322.100.00.00
0.00
$2,512.87
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
56.50
TECHNOLOGY FEE
$125.64
TECHNOLOGY FEE
R000.322.900.04,00
0.00
$125.64
D19-0100 Address: 1227 ANDOVER PARK E Apn: 3523049072
$3,70 .31
DEVELOPMENT
$3,526,25
PERMIT FEE
R000.322.100.00.00
0.00
$3,501.25
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$25.00
TECHNOLOGY FEE
$175.06
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$175.06
D19-0106 Address: 1227 ANDOVER PARK E Apn: 3523049072
$1,596.24
DEVELOPMENT
$1,534.74
STRUCTURAL CONSULTANT
R000.345.830.01.00
0.00
$279.81
PERMIT FEE
R000.322.100.00.00
0.00
$1,229.93
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$25.00
TECHNOLOGY FEE
$61.50
TECHNOLOGY FEE
R000.322.900,04.00
0.00
$61.50
D19-0112 Address: 1227 ANDOVER PARK E Apn: 3523049072
$289.63
DEVELOPMENT
$277.03
PERMIT FEE
R000.322.100.00.00
0.00
$252.03
WASHINGTON STATE SURCHARGE
B640,237.114
0.00
$25.00
TECHNOLOGY FEE
$12.60
TECHNOLOGY FEE
I R000.322.900.04.00
1 0.00
$12.60
Date Paid: Wednesday, April 17, 2019
Paid By: SHASTA BEVERAGES
Pay Method: CHECK 596962
Printed: Wednesday, April 17, 2019 10:33 AM 1 of 3
YSTE
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$19,038.05
EL19-0260 Address: 1227 ANDOVER PARK
E
Apn: 3523049072
$3,121.37
ELECTRICAL
$2,972.73
PERMIT FEE MULTI-FAM/COMM
R000.322.101,00.00
0.00
$2,972.73
TECHNOLOGY FEE
$148,64
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$148,64
EL19-0270 Address: 1227 ANDOVER PARK
E
Apn: 3523049072
$1,808.66
ELECTRICAL
$1,722.53
PERMIT FEE MULTI-FAM/COMM
R000.322.101.00.00
0.00
$1,722.53
TECHNOLOGY FEE
$86.13
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$86.13
EL19-0287 Address: 1227 ANDOVER PARK
E
Apn: 3523049072
$1,131.57
ELECTRICAL
$1,077.69
PERMIT FEE MULTI-FAM/COMM
R000.322.101.00.00
0.00
$1,077.69
TECHNOLOGY FEE
$53.88
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$53.88
EL19-0310 Address: 1227 ANDOVER PARK
E
Apn: 3523049072
$291.08
ELECTRICAL
$277.22
PERMIT FEE MULTI-FAM/COMM
R000.322.101.00.00
0.00
$277.22
TECHNOLOGY FEE
$13.86
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$13.86
M19-0048 Address: 1227 ANDOVER PARK
E
Apn: 3523049072
$643.84
MECHANICAL
$613.18
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PERMIT FEE
R000.322.100.00.00
0.00
$580.03
TECHNOLOGY FEE
$30.66
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$30.66
M19-0049 Address: 1227 ANDOVER PARK
E
Apn: 3523049072
$1,394.27
MECHANICAL
$1,327.88
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PERMIT FEE
R000.322.100.00.00
0.00
$1,294.73
TECHNOLOGY FEE
$66.39
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$66.39
Date Paid: Wednesday, April 17, 2019
Paid By: SHASTA BEVERAGES
Pay Method: CHECK 596962
Printed: Wednesday, April 17, 2019 10:33 AM 2 of 3
Y T
Cash Register Rece
City of Tukwila
Receipt Number
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$4,917.26
D19-0094 Address: 1227 ANDOVER PARK E
Apn: 3523049072
$168.73
Credit Card Fee
$4.91
Credit Card Fee
R000.369.908.00.00
0.00
$4.91
DEVELOPMENT
$163.82
PLAN CHECK FEE
R000.345.830.00.00
0.00
$163.82
D19-0099 Address: 1227 ANDOVER PARK E
Apn: 3523049072
$1,682.37
Credit Card Fee
$49.00
Credit Card Fee
R000.369.908.00.00
0.00
$49.00
DEVELOPMENT
$1,63337
PLAN CHECK FEE
R000.345,830.00.00
0.00
$1,633.37
D19-0100 Address: 1227 ANDOVER PARK E
Apn: 3523049072
$2,344.08
Credit Card Fee
$68.27
Credit Card Fee
R000.369.908.00.00
0.00
$68,27
DEVELOPMENT
$2,275,81
PLAN CHECK FEE
R000.345.830.00.00
0.00
$2,275.81
EL19-0270 Address: 1227 ANDOVER PARK E
Apn: 3523049072
$443.55
Credit Card Fee
$12,92
Credit Card Fee
R000.369,908.00.00
0.00
$12.92
ELECTR CAL
$430.63
PLAN CHECK FEE
R000.345.832.00.00
0.00
$430.63
M19-0052 Address: 1227 ANDOVER PARK E
Apn: 3523049072
$194.07
Credit Card Fee
$5.65
Credit Card Fee
R000.369.908.00.00
0.00
$5.65
MECHANICAL
$188.42
PLAN CHECK FEE
R000.322.102.00.00
0.00
$188.42
PG19-0049 Address: 1227 ANDOVER PARK E
Apn: 3523049072
$84.46
Credit Card Fee
$2.46
Credit Card Fee
R000369.908.00.00
0.00
$2.46
PLUMBING
$82.00
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R17285
R000 322 103 00 00
0.00
$82.00
. $4,917.26
Date Paid: Friday, March 29, 2019
Paid By: NICHOLAS HEATON
Pay Method: CREDIT CARD 029140
Printed: Friday, March 29, 2019 3:22 PM 1 of 1
SYSTEMS
Permit Number: PG19-0049
Applied: 3/29/2019 Approved: 5/20/2019
Issued: 5/20/2019 Finaled: 9/16/2020
Status: FINALED
Parent Permit:
Parent Project:
Details:
Description: SHASTA BEVERAGES, INC - BREAK ROOM
Site Address: 1227 ANDOVER PARK E
City, State Zip Code:TUKWILA, WA 98188
Applicant: SHASTA BEVERAGE, INC - BREAK ROOM
Owner: NATIONAL BEVERAGE CORP
Contractor: OWNER AFFIDAVIT - ARTHUR HANREHAN
INSTALL TOILETS AND SINKS IN LUNCH AND RESTROOMS IN TWO STORY BREAKROOM.
UST OF INSPECTIONS
REMARKS
SCHEDULED DATE
COMPLETED DATE
TYPE
INSPECTOR,
RESULT..
6/3/2020 AM
6/3/2020
GROUNDWORK
Lee Sipe
PARTIAL
APPROVAL
235495
Notes:
P/A •
approved groundwork for DWV
7/21/2020 AM
7/17/2020
ROUGH -IN
PLUMBING
Lee Sipe
APPROVED
264796
Notes:
9/16/2020
9/16/2020
PLUMBING FINAL
Lee Sipe
APPROVED
Notes:
4/21/2021
9/17/2020
I PLUMBING FINAL
Lee Sipe
APPROVED
Notes:
Printed: Thursday, 17 August, 2023
1 of 1
SUPERION
t!)
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
October 25, 2019
David Kehle
1916 Bonair Dr SW
Seattle, WA 98116
RE: Request for Extension #1
Permit Number D19-0100
M19-0052
PG19-0049
Dear Mr. Kehle,
This letter is in response to your written request for an extension to the permits above. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permits through May 16, 2020.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
Rachelle Ripley
Permit Coordina o
File: Permit No. D19-0100
MI9-0052
PG19-0049
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
davld
kehle
architect
October 10, 2019
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
Attn:
RE:
Mr. Jerry Hight
Shasta Beverage Inc,
1227 Andover Park E
Tukwila, WA 98118
Tenant Improvement
Break Room
PG19-0049
Dear Mr. Hight,
Requeor Extension #
Current apiration Date:
Lxterision Request:
XApprovx! For en days
, ,
Lien lee, provide eNpi,trizmon)
Signature/fniLials
RECEIVED
CITY OF TUKWILA
OCT 1 1 2019
PERMIT CENTER
As the Design Professional In Responsible Charge, I am requesting an extension for the
above permit based on the following:
1. There are several sequential items that need to take place before other permitted
projects can proceed. Timing is causing delays for some construction and final
inspections.
2. There are on going reviews of some projects (Glycol Room, and revised
drawings for Breakroom and QA lab) that have been submitted to the city
3. There are on going reviews of the projects waiting for our responses or city
reviews.
4. We have been working with Lee on several of the permits and nspection
processes.
For the above reasons, I am requesting the permit be extended. If you have any
questions, please let me know.
Sincerely,
David Kehle
1916 Bonair Drive S.W.
Seattle, WA 98116
(206) 433-8997
fax (206) 246-8369
email: dkehle@dkehlearch.com
City of Tukwila
Department of Community Development
10/1/2019
DAVID KEHLE
1916 BONAIR DR SW
SEATTLE, WA 98116
RE: Permit No. PG 19-0049
SHASTA BEVERAGE, INC - BREAK ROOM
1227 ANDOVER PARK E
Dear Permit Holder:
Allan Ekberg, Mayor.
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 11/16/2019.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 11/16/2019, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: PG 19-0049
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
May 14, 2019
William Hill, CBO, ACO
BHC Consultants
1601 Fifth Ave, Ste 500
Seattle, WA 98101
RE: Supplemental Nonstructural Review
Development Permit D19-0100
Mechanical Permit M19-0052
Plumbing Permit PG19-0049
Shasta Beverage — Break Room — 1227 Andover Park E
Dear Mr. Hill,
Please review the enclosed set of plans and documents for compliance with the applicable codes. As
always, once all items have been reviewed and deemed correct, please provide two approved sets of
approved plans and calculations with original approval stamps back to the Permit Center, attention
Permit Center. If you have any questions regarding these drawings and/or the scope of work feel free to
contact David Kehle (Project Design Professional in Responsible Charge) at 206-433-8997 or Jerry
Hight (City of Tukwila Building Official) at 206-431-3675.
If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670.
Sincerely,
Rachelle Riple
Permit Coordinator
encl
File: D19-0I00
M19-0052
PG19-0049
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
April 1, 2019
William Hill, CBO, ACO
BHC Consultants
1601 Fifth Ave, Ste 500
Seattle, WA 98101
RE: Supplemental Nonstructural Review
Development Permit PG19-0049
Shasta Beverage — Break Room — 1227 Andover Park E
Dear Mr. Hill,
Please review the enclosed set of plans and documents for compliance with the 2015 Uniform Plumbing
Code. As always, once all items have been reviewed and deemed correct, please provide two approved
sets of approved plans and calculations with original approval stamps back to the Permit Center,
attention Building Official. If you have any questions regarding these drawings and/or the scope of work
feel free to contact David Kehle (Project Design Professional in Responsible Charge) at 206-433-8997
or Jerry Hight (City of Tukwila Building Official) at 206-431-3675.
If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670.
Sincerely,
UT
Bill Rambo
Permit Technician
encl
File: PGI9-0049
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
PERMIT COORD COP,(
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG19-0049 DATE: 03/29/19
PROJECT NAME: SHASTA BEVERAGE - BREAK ROOM
SITE ADDRESS: 1227 ANDOVER PARK E
X Original Plan Submittal
Response to Correction Letter #
Rev' ision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
Building Division
111 A/A-
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 04/02/19
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Corrections Required Denied
(ie: Zoning Issues
(corrections entered in Reviews)
DUE DATE: 04/30/19
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg Fire Ping 0 PW 0 Staff Initials:
12/18/2013
Non -Residential Sew Use Certification
Sewage Treatment Capacity Charge
King County
Department of Natural Resources and Parks
Wastewater Treatment Division
To be completed for all new sewer connections,
reconnections or change of use of existing connections.
Please Print or Type
A
Property Street Address
k.-) LAN
City State
(ASrA c-A6S
Owner's Name
I ZV-\
Owner's Mailing Address
—it LA
City
ZIP
L.,f A. (6rs
State ZIP
s 0 z-5
Owner's Phone Number including Area Code
ZA2
Property Contact Contact Phone Number including Area Code
Party to be Billed (if different from owner)
Address
City
PCs rt OSQ'1 ZIP
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtub and Shower
4
4
Shower, per head
2
2
Dishwasher
2
2
Drinking fountain (each head)
1
.5
Hose bibb (interior)
2.5
2.5
Clothes washer or laundry tub
4
2
Sink, bar or lavatory
2
1
Sink, Clinic flushing
8
8
Sink, kitchen
3
2
7---
Sink, other (service)
3
1.5
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
ii,
Urinal, flush valve, >1 GPF
6
2
Water closet, tank or valve, 1.6 GPF
6
3
"
Water closet, tank or valve, >1.6 GPF
8
4
Total Fixture Units
Residential Customer Equivalent (RCE)
20 fixture units equal 1 0 RCE RECEIVED
Total Fixture Units . 1 i:I/b RcECTy OF TLIKVv I ILA
A + B
20
Pursuant to King County Code 28.84.050, all sewer customeAra2alOsnaw service which uses metropolitan sewage facilities shall be subject to a capacity
charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential
customer equivalent, for a period of fifteen years. The pogpinfjlihr tygliertErfover costs of providing sewage treatment capacity for new sewer customers.
All future billings can be prepaid at a discounted amour% ."*"
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516.
I understand that the information given is correct. I understand that the capacity charge levied will be based
on this information. I understand that ar i rei' y result in a revised capacity charge.
Date 12,1 (, -i•-*--.)
Property Tax ID # cciz
Subdivision Name Lot #
Subdiv. # Block #
,4A t
Building Name (if applicAble) vN431,6
City or Sewer District tt1UbA
Date of Connection
Side Sewer Permit #
Please report any demolitions of pre-existing structures on this property.
Credit for a demolition may be given under some circumstances.
(See King County Code 28.84.050, 0.5)
Demolition of pre-existing structure? fl Yes No
Was structure on Sanitary Sewer? .Yes 0 No
Was Sewer connected before 2/1/90? 0 Yes 0 No
Sewer disconnect date
Type of structure demolished
Request to apply demolition credit to multiple structures? 0 Yes 0 No
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility/Process:
Estimated Wastewater Discharge:
Gallons/days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal/day) _ RCE
187
C. Total Residential Customer Equivalents:
(add A & B)
1,3o
Signature of Owner/Representative
Print Name of Owner/Representative* ' AVIC1
1610_6969w_nonres_sewer_cap_chg_1058.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer
Total RCE
(Rev. 10/16) •effio
,
f ,,,ip,
1
Aust Ii',,
,, 47-ays.
,....)., 0
CITY IF 1 UKWILA
Department of Community Development
630o Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-367o FAX (206) 431-3665
E-mail: tukplanRci.tukwila.wa.us
Permit Center/Building Division
206 431-3670
Public Works Department
206 433-0179
Planning Division
206 431-3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION,
,rt#0
PERMIT NO:
STATE OF WASHINGTON)
) ss.
COUNTY OF KING
Arl(t)a- 2
11A-, atfk4"/
[please print name]
, states as follows:
-0\no
vy)()\ -0(y5.2_
PcT-00Llec
1. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.09o.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090,
I consider the work authorized under this permit to be exempt under number 13 , and will therefore
not be performed by a registered contractor.
I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision
to engage an unregistered contractor to perform construe
Owner
0 ss Agent*
Signed and sworn to before me this
,220 day of
NOTARY PUBLIC in and for the Stateashington
Residing at kirc,
Name as commissioned: '71ei //-
, County
My commission expires: ()51 /g•
18.27.oc)o Exemptions. T��'-gistration provisions of this
1. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
u. Officers o[ucourt when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
4.Any construction, repair, oroperation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when performed by an owner or lessee;
5. The sale ofany finished products, materials, marticles of
merchandise that are not fabricated into and donot become
upart nfustructure under the common law n[fixtures;
6.Any construction, alteration, improvement, or repair of
personal property perfarmed by the registered or legal
owner, or by a mobile/manufactured home retail dealer or
manufacturer licensed udc RCWwho shall
warranty service and repairs under chapter 46?oDC\9;
7. Any construction, alteration, improvement, or repair
carried ouwithin the limits and boundaries ,oany or
reservation under the |=ro|jurisdiction ofthe federal
government;
8. Any person who only furnishedmaterials, supplies, or
equipment without fabricating them into, urconsuming
them iothe performance of, the work nfthe contractor;
g. Any work uroperation noone undertaking orproject by
one urmore contracts, the aggregate contract price u[
which for labor and mal*ciuloand all other items ioless
than five hundred dollars, such work oroperations being
considered uoofucasual, minor, orinconsequential nature.
The exemption prescribed iothis subsection does not apply
ioany instance wherein the work orconstruction imonly u
part ofularger ormajor operation, whether undertaken hy
the same ocudifferent contractor, oriowhich udivision u[
the operation iumade into contracts o[amounts less than
five hundred dollars hort6c purpose ufevasion of this
chapter nrotherwise. The exemption prescribed iothis
subsection does not apply person who advertises oc
puts outany sign orcard urother device which might
indicate tothe public that heucshe iaacontractor, nrthat
6rocshe ioqualified toengage iothe business uf
contractor;
io. Any construction or operation incidental to the
construction and repairof irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
chapter donot :
6vuregistered icontractor;
o An owner* who contracts for u projectwdb a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
12.* Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
13. An owner* who performs maintenance, repair,d
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14Alicensed architect mcivil ocprofessional engineer
acting solely in hisurher professional capacity,an
electrician certified under the laws o{the state of
Washington, uruplumber certified under the laws mf the
state fWashington licensed bpolitical subdivision nf
the state ofWashington while operating vitNnt6a
boundaries u[such political subdivision. The exemption
provided iothis subsection ioapplicable oulywboot6e
person certified iooperating within the scope ofhis ocher
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28-070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. Amobile/ manufactured home dealer ormanufacturer
who subcontracts the installation, oet'up'nrrepair work to
actively registered contractors. This exemption only applies
to the installation, set-up, or repair of the
mobile/manufactured homes that were manufactured or
sold by the mobile/ manufactured home dealer or
18. An entity who holds a valid electrical contractor's
license under chaptW 1'9.28 RM that employs a certified
and/or water connect" ri`s!�' fe" t PC I trainee must be
-,,d%V He performing
plumbing work -
Per Washington State Department aI-aumand Industries lessee has
AL NOTES & SCHED.DWG
D\PLDMESNG\PO7
z
PLUMBING FIXTURE SCHEDULE
MARK
DESCRIPTION
SPECIFICATION
F-1
TOILET
REF PLUMBING SCHEDULE IN ARCHITECTURAL DRAWINGS
ROUGH -IN PIPE SIZES (MIN.)
CW
1/2"
TW
HW
WASTE
NOTES
ACCESSIBLE PER ICC/ANSI A117.1
3" MAXIMUM 1.28 GALLONS PER FLUSHING CYCLE.
TOP OF SEAT APPROXIMATELY 17.5" ABV FL.
F-2
LAVATORY
REF PLUMBING SCHEDULE IN ARCHITECTURAL DRAWINGS
3/8" 3/8"
/4"
ACCESSIBLE PER ICC/ANSI A117.1
MAXIMUM 0.5 GPM FLOW CONTROL AERATOR.
PROVIDE CHAIR CARRIER.
FRONT RIM 34" ABV FL.
F-4
BREAKROOM SINK REF PLUMBING SCHEDULE IN ARCHITECTURAL DRAWINGS
1/2"
1/2" 1 1/2"
2.2 GPM FLOW CONTROL AERATOR
NOTE: ALL FIXTURES ARE SUBJECT TO TENANT/ARCHITECT APPROVAL.
RECIRCULATION PUMP SCHEDULE
MARK
P-1
MANUFACTURER / MODEL#
LOCATION
GPM
A.
B.
C.
D.
GRUNDFOS UP15-4265
STORAGE
2
HEAD
(FT.)
13
CONNECTION
SIZE
IMPELLER
SIZE (IN.)
ELECTRICAL DATA
VOLTS PHASE I HP
1/2"
N/A
120
NOTES:
ALL LEAD FREE CAST BRONZE BOOSTER.
PROVIDE WITH STRAINER UPSTREAM OF PUMP
PROVIDE GRUNDFOS UP -SERIES ACCESSORY AQUASTAT WITH CLIP -ON MOUNT FOR COPER TUBE.
PROVIDE INTERMATIC ET1705CSPST ELECTRONIC TIME SWITCH OR EQUAL. COORDINATE WITH DIVISION 16 FOR INSTALLATION AND INTERLOCK OF TIME
SWITCH IN SERIES WITH THE AQUASTAT AND RECIRCULATION PUMP.
NOTES
1/25 A, B, C, D
WATER HEATER SCHEDULE
MARK
MANUFACTURER/
MODEL#
LOCATION
ENERGY SOURCE
TANK SIZE
(GALLONS)
BTU/HR INPUT
RECOVERY
(GPH)
1 HR
NOTES
WH-1
A.O. SMITH # GPHE-50
MECHANICAL ROOM
GAS
50
76,000
124
A, B, C, D, E
NOTES:
A. 100° TEMPERATURE RISE WITH 140°F OPERATING TEMPERATURE.
B. PROVIDE VACUUM RELIEF VALUE AND ASME TEMPERATURE AND PRESSURE RELIEF VALVE.
C. PROVIDE DRIP PAN. DISHCARGE OVER FLOOR SINK.
D. PROVIDE INCO-LOY HEATING ELEMENTS FOR ELECTRIC WATER HEATERS.
PER TABLE 402.4 (24) POLYETHYLENE PLASTIC TUBING
ITEM
DEVELOPED LENGTH
CFH
PIPE SIZE
WATER HEATER 275'
76
3/4"
WATER MIXING VALVE SCHEDULE
MARK
DESCRIPTION
SPECIFICATION
PIPE CONNECTION SIZE
CW TW
HW
NOTES
TMV
THERMOSTATIC WATER MIXING VALVE
WITH INTEGRAL CHECK VALVES AND
WALL MOUNTING BRACKET.
SYMMONS"MAXLINE
5-210-CK-D
375" .375"
ASSE 1017 AND ASSE 1070 COMPLIANT. PROVIDE
.375" DIAL TYPE THERMOMETER ON TEMPERED WATER
LINE AT TMV OUTLET AND SET @ 105°F.
DRAIN AND CLEANOUT SHCEDULE
MARK
DESCRIPTION SPECIFICATION
FS
CAST IRON FLOOR SINK
J.R. SMITH #3101-C WITH 12" SQUARE NICKEL BRONZE HALF GRATE,
12" SQUARE NICKEL STRAINER, STAINLESS STEEL MESH BUCKET, TRAP PRIMER
PORT AND P-TRAP. PROVIDE WITH CAST IRON BODY. USE CAULK OR PUSH -ON JOINT.
FD
CAST IRON FLOOR DRAIN
J.R. SMITH #3101-C WITH 12" SQUARE NICKEL BRONZE HALF GRATE,
12" SQUARE NICKEL STRAINER, STAINLESS STEEL MESH BUCKET, TRAP PRIMER
PORT AND P-TRAP. PROVIDE WITH CAST IRON BODY. USE CAULK OR PUSH -ON JOINT.
WCO
WALL CLEANOUT
SIOUX CHIEF #873 SERIES , COUNTSERSUNK BRASS
CLEANOUT PLUG. PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS
STEEL COVER. PROVIDE WITH CAST IRON BODY. USE CAULK OR PUSH -ON JOINT.
FCO
FLOOR CLEANOUT J.R. SMITH SERIES 4031, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR,
ABS PLUG AND ADJUSTABLE, ROUND, SECURED, NICKEL BRONZE TOP. SCORIATED TOP
FOR EXPOSED, FLUSH WITH FINISHED FLOOR APPLICATIONS.
TRAP PRIMER SCHEDULE
MARK
TP
SPECIFICATION
PRECISION PLUMBING PRODUCTS (PPP)
"MINI -PRIME" MPB-500-12V, BATTERY
POWERED, SOLENOID OPERATED TRAP PRIMER
VALVE WITH PPP DU-4 DISTRIBUTION MANIFOLD
IN WALL MOUNTED NEMA 1 ENCLOSURE
NOTES
ASSE 1018.
INSTALL TRAP PRIMER NOT LESS THAN
12 INCHES ABOVE FLOOR LEVEL.
PLUG UNUSED MANIFOLD OUTLETS.
PIPE MATERIAL SCHEDULE
SERVICE
MATERIAL
COPPER TYPE "
w
a_
0
U
COPPER TYPE "K'
BLACK STEEL (SCHED. 40)
Yl
U
a_
DOMESTIC
WATER
ABOVE FLOOR
SANITARY
DRAINAGE
BELOW FLOOR
ABOVE FLOOR
CONDENSATE
DRAINAGE
GAS
SANITARY VENT
BELOW FLOOR
INSIDE
OUTSIDE
INSIDE
X
X
X
OUTSIDE
INSIDE
X
X
X
r
PLUMBING GENERAL NOTES:
1. DRAWINGS ARE DIA„RAk"LATIC ONLY AND REPRESENT THE C:N_PAL SCOPE OF THE
WORK - PR OR TO SUB'.' TT'NG BID, VISIT TIP_ FOE STET OBSERVE. THE EXISTING
CONDIT:ONS OF THE PROJECT. REVIEW THE GENERAL NO -ES, SPEC FICATIONS AND
PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT
IN THIS PORTION OE TEE CONSTRUCTION NOG UDIENGS. NOTIFY ABODE EC IL OF ANY
CONFLICTS 0R C SGREPANCIES FR G;R "?J SLOMISSIOF OF BID.
2. FLRN'PS-I A CONSTRJCIICN RECORD SET CF "A.0 BULL" DOCUMENTS TO THE AHD -OIL
REFLECT NG ANY VARIANCES DE NISTA. LED FIB FIC LOCAT CNS OR EQUIPMENT
CONTRAR" TO -HE '1 >1 '1 DOCUMENTS PREPARED BY THE ENGINEER-- OF-
RECCELD A=TER FINAL NSPEC HOE OF INSTALLED PLUMBING SYSTEMS.
3. FURNISH IC THE ARCHII"CT A COPY OF INSPECTION REPORTS AND APPROVAL
CERTIFICATES FROM LOCAL AND STATE INSPECTIONS.
4. INSTAL ANON SHALL ;V'LY LATH _EGALLY CONSTITUTED CODES AND THE
REQUIREMENTS OF AUTHORITIES FLAYING JURISDICTION AND ALSO MEET ALL
REQU'IREMEFIT" OF THE LANDLORD.
5. PLA'^IS ANC' SPEC = CAT OWNS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS.
6. VERY=" I_CCATION AND DEPTH 0= UTILITIES ' -'DINTS OF CONNECTION BEFORE START
OF PROJECT.
7. REFER TO ARCHITECTURAL PLANS FOR EXACT 'LOCATION AND MOUNTING 1NIGHTS .L
BLUMBING FIXTURES.
8. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCAT ON OF P.PE ROUTING.
9. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NJIED.
10. PIPING IN FINISHED AREAS ,IPALL BE ROUTED CONCFALEI), EXPOSIT) PIPING, WHEAc
NECESSARY, SEEN BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS.
11. C00: 2D!N,^I A_L WORK WITH OTIH=R TRADES AND CONTRACTORS.
12. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING OVER TO
THE IENA.1F
13 PROVIDE TRAP PRILLF-RS AS INDICATED ON THE DRAWINGS.
14. COC 2D:RAT: P E OJT'NG AWAY FROM ELECTRICAL PANELS. DO NOT BCG E PIPING
OVET E_ECTRICAL PANELS.
15. GOURD NA1`_ ALL POD= PENETRATIONS W'TH oTF1_R TRADES. MAINTAIN 110 FOG' MINIMUM
CLEARAI 'E =ROM A_L AIR NTAKES. Il' vFAIN 2 CLEARANCE FROM ALL OTHER
EQUIPMENT.
16. INSULATE P BING RUTLET IN EXTER CR BE, LEIING WALI.S WITH MINIMUM 2 INCH BATT
INSULATION TO PREVENT FREEZENC.
17. DOMESTIC COLD WATER RIPE SIZING IS BASED ON A VELCC'IY NOT TO EXCEED 8 FEET
PER SECOND AND HOT V,IATER PIPING IS BASED ON A VELOCITY NOT TO EXCEED 5
FEE- PER SECOND. REFER TO CPC 610.12.
18. CON TRACTOR SHALL NOT FY ' IE ARC IITECT AS BOON AS PUSS BL= IF CON- L TS ARE
FOUND WITH NEW INSTALLATON, SLOPE, 217 oR V_LO,Tv
19 ESL ADHL'tV'_ CAULK "CB ALL 'WATER AND DRAIN ESCJTCAEONS.
20 LSE "4 BAND CE-1M?S" GN ^N "NiET PIPES AFTvE HE COP SIA-3 NOT ON \,ENTS.
21 F OPERLY REMOVE ALL UNJ ED WATER SUPPLE -,ND u151L T AENI1 PRANG WG AS
REQUIRED BY LOCAL AH,1.
22. PROVIDE DRAIN BIB AT -HE BASE 0` LA:;11 HO AND COED WATEP RISER.
23. PROVIDE CODE REQUIRED SESM C BRACING OF NEW PIF NO AND EOI,IPMENT.
24. PLJMBINO S`CTEM 10 T'RINED OVER IN AS IS CONDITION, IF APPLICABLE.
25. ALL PLUMBING CLEAN CUTS CANNOT L?E COVERED. PLUMBING CLEAN ODTS NNJOREE
EASILY >C.:ESSIBLE.
26. 1OMES11 WATER SHUT OFF TO ENT RE SPACES MUST B= :ASV ACCESSIBLE.
LOCA110N MUST BE GIVEN TO THE LANDLORD OPERATONS 7EA0,
27. PLUMBING CONTRACTOR HAS TES PE: 1 50 -0 ....HECK T-14- THE T/I PLUMBING
LINES WITHIN THE PREMISE (INSTALLED E3Y 0-1 ERS) ARE IN CCU) WORKING ORDER.
ANY REPAIRS OR LINE FAI_I,BES NSIDE THE PREMISE ARE THE SOLE RESPONSIBILITY
OF TFIEPLUMB NG GONTRAC T.R "0 RLPAIP OR REPLACE AT THE PLUMBING
CONTR'AGTOR'S EXPENSE.
28.
29.
RITE ILABLING CONTRACLEOP -0 INCORPORATE WATER PROOFING METHODS TO PREVENT
WATER LEAKAGE '-N.. MOLD GROWTH IN OR AROUND f HESE AREAS.PEASE REALISE
TFIE DRAWINGS T) COMPLY WITH 1 FES DESIGN 4ECCIREMEN-. `HE ENJANT
IMPROVEMENT PUNS S-,OULD HAVE LFt T;DIN DE -ALES (DOTAL_ DEVE OP OY `EVAN F'S
ARCHITECT)
PLUMBING CONTRACTOR TO NSTALL A WA1ER SUB -METER P-R LANDLORD
SPECIFICATION. THE SUE - METER MIST BE EAS LY LI AC ABLE AND THE REATET
LOCATED LEVI
SEPARATE PERMIT
REQUIRED FOR:
/ Mechanics!
UV' Electrical
❑ Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
PLUMBING SYMBOLS
PIPING
T
S
SPD
CD
G
G
FP
>c
0
IN
:r-
T
DLL
DOMESTIC COLD WATER (CW)
DOMESTIC HOT WATER (HW)
DOMESTIC HOT WATER RECIRC. (HWR)
TRAP PRIMER LINE (T)
SANITARY PIPING - ABOVE FLOOR (S)
SANITARY PIPING • BELOW FLOOR (S)
VENT BELOW GRADE(VBG)
VENT BELOW FLOOR (VBF)
SUMP PUMP DISCHARGE (SPD)
CONDENSATE DRAIN (CD)
NATURAL GAS (G)
NATURAL GAS ON ROOF (G)
FIRE PROTECTION (FP)
EXISTING PIPING TO BE REMOVED
EXISTING PIPING TO REMAIN
VENT PIPING (V)
SQUARE FLOOR DRAIN (FS), SIZE & TYPE
ROUND FLOOR DRAIN (FD), SIZE & TYPE
BALL VALVE
CONTROL VALVE
SHUTOFF VALVE
CHECK VALVE
BALANCING VALVE WITH PRESSURE PORTS
WATER METER
STRAINER
STRAINER WITH BLOWOFF
PRESSURE REDUCING VALVE
GAS PRESSURE REGULATOR
THERMOSTATIC MIXING VALVE
BACKFLOW PREVENTER
PRESSURE GAUGE
THERMOMETER
UNION
FLANGE CONNECTION
HOSE BIBB (HB)
NONFREEZE WALL HYDRANT (NW)
MANUAL / AUTOMATIC AIR VENT OR VACUUM
RELIEF VALVE
CLEANOUT
CAP
WALL CLEANOUT )/NCO)
FLOOR CLEANOUT (FCO)
EXTERIOR CLEANOUT (ECO)
ELBOW UP
ELBOW DOWN
TEE UP
TEE DOWN
ELBOW UP WITH SHUT-OFF VALVE (SOV)
ELBOW DOWN WITH SHUT-OFF VALVE (SOV)
TEE UP WITH SHUT-OFF VALVE (SOY)
TEE DOWN WITH SHUT-OFF VALVE (SOV)
WATER HAMMER ARRESTER (WHA)
WITH PDI SIZES, (A, 8, C, D, & E)
RECIRCULATION PUMP
P-TRAP
GAS COCK
TRAP PRIMER
TRAP PRIMER WITH DISTRIBUTION UNIT
VENT THRU ROOF (VTR)
SHUT-OFF VALVE IN VERTICAL LINE
SHEET INDEX
P101
SYMBOL, LEGEND, ABBREVIATIONS & GENERAL NOTES
P201
P301
PLUMBING CALCULATIONS, SCHEDULES, AND DETAIL NOTES
PLUMBING GROUND FLOOR PLAN -SANITARY PLAN
P302
P401
PLUMBING GROUND FLOOR PLAN - COLD WATER PLAN
PLUMBING SPECIFICATIONS
P402
PLUMBING SPECIFICATIONS
NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC.
ARE NECESSARILY USED ON THE DRAWINGS.
ANNOTATIONS
/
PLUMBING PLAN NOTE CALLOUT
PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND
INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT
SCHEDULES
CULN MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED
1 -1 AND INSTALLED UNLESS NOTED OTHERWISE)
CONNECTION POINT OF NEW WORK TO EXISTING
1/ I 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER
M1 / LOWER NUMBER INDICATES SHEET NUMBER
SECTION CUT DESIGNATION
STANDARD MOUNTING HEIGHTS
PLUMBING
(AFF, AFG, UNLESS NOTED OTHERWISE)
REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO,
INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WITH FINAL
APPROVAL BY THE ARCHITECT.
ADA ACCESSIBLE DRINKING FOUNTAIN
ADA ACCESSIBLE LAVATORIES
ADA ACCESSIBLE SHOWER VALVES
ADA ACCESSIBLE TUB VALVES
ADAACCESSIBLE URINALS
ADA ACCESSIBLE WATER CLOSET
ADAACCESSIBLE WATER COOLER
ADULT STANDARD DRINKING FOUNTAIN
ADULT STANDARD WATER COOLER
CHILD STANDARD DRINKING FOUNTAIN
CHILD STANDARD WATER COOLER
CHILD URINAL
CLINIC SERVICE SINKS
JANITOR'S SINK FAUCET FITTINGS
HOSE BIBBS
ICE MAKER OUTLET BOXES
LAVATORY OR SINK
NON FREEZE HYDRANT
SHOWER HEADS
SHOWER VALVES
STANDARD URINALS
SURGEON'S SCRUB -UP SINKS
TUB VALVES
WASHING MACHINE OUTLET BOXES
WATER CLOSET
ABBREVIATIONS
17' FLOOR TO RIM
34" FLOOR TO RIM
38" MINIMUM TO 48" MAXIMUM
FLOOR TO CENTERLINE
CENTER BETWEEN GRAB BAR
AND TU.B RIM
17' FLOOR TO RIM
17' TO 19" FLOOR TO
TOP OF SEAT
35" FLOOR TO RIM
40" FLOOR TO RIM
30" FLOOR TO RIM
30" FLOOR TO RIM
14" FLOOR TO RIM
14" FLOOR TO RIM
30" FLOOR TO RIM
42" FLOOR TO CENTERLINE
36" AFF TO CENTERLINE
24" FLOOR TO CENTER OF BOX
31" FLOOR TO RIM
18" AFG TO CENTERLINE
5-0" MEN & 5-6" WOMEN
FLOOR TO CENTERLINE
48" MEN & 42" WOMEN FLOOR
TO CENTERLINE
22" FLOOR TO RIM
35" FLOOR TO FRONT RIM
32" FLOOR TO CENTELINE
42" FLOOR TO RIM
15' FLOOR TO RIM
AFF
AFG
AHU
BFF
BFG
BFP
BOP
805
BTU
DN
DFU
DS
ETR
EWC
FD
FFA
FFB
FF
FL
FLA
FLR
GPM
HB
HD
IE
IN WC
J8
J-BOX
kW
MAU
MAX
MBH
MH
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
BELOW FINISHED FLOOR
BELOW FINISHED GRADE
BACKFLOW PREVENTER
BOTTOM OF PIPE
BOTTOM OF STRUCTURE
BRITISH THERMAL UNIT
DOWN
DRAINAGE FIXTURE UNIT
DOWNSPOUT
EXISTING TO REMAIN
ELECTRIC WATER COOLER
FLOOR DRAIN
FROM FLOOR ABOVE
FROM FLOOR BELOW
FINISHED FLOOR
FLOW LINE
FULL LOAD AMPS
FLOOR
GALLONS PER MINUTE
HOSE BIBB
HEAD, HUB DRAIN
INVERT ELEVATION
INCHES OF WATER COLUMN
JUNCTION BOX
JUNCTION BOX
KILOWATT
MAKE-UP AIR UNIT
MAXIMUM
1000 BTU PER HOUR
MANHOLE
MIN
N/C
N/0
ORD
PDI
PVC
PRV
RD
RPM
RTU
RPZ
SF
SP
SS
TDH
TFA
TFB
TMZ
TP
TYP
UNO
UPS
V
VCP
VS
VTR
WI
MC)
WC
WS
WSFU
MINIMUM
NORMALLY CLOSED
NORMALLY OPEN
OVERFLOW ROOF DRAIN
PLUMBING DRAINAGE INSTITUTE
POLYVINYL CHLORIDE
PRESSURE REDUCING VALVE
ROOF DRAIN
REVOLUTIONS PER MINUTE
ROOFTOP UNIT
REDUCED PRESSURE ZONE
SQUARE FEET, SUPPLY FAN
SUMP PUMP
STAINLESS STEEL, SANITARY
SEWER, SOIL STACK
TOTAL DYNAMIC HEAD
TO FLOOR ABOVE
TO FLOOR BELOW
THERMOSTATIC MIXING VALVE
TRAP PRIMER
TYPICAL
UNLESS NOTED OTHERWISE
UNINTERRUPTIBLE POWER SUPPLY
VOLT(S)
VITRIFIED CLAY PIPE
VENT STACK
VENT THROUGH ROOF
WITH
WITHOUT
WATER COLUMN
WASTE STACK
WATER SUPPLY FIXTURE UNIT
EXPANSION TANK SCHEDULE
MARK
MANUFACTURER/
MODEL#
AREA
SERVED
ET
AMTROL ST-5
RESTROOMS/WASHROOM
TANK SIZE
(GALLONS)
4.5
GENERAL INFORMATION (ALL UNITS):
1. CHARGE TANK WITH AIR TO IDENTICAL PRESSURE AS STATIC DOMESTIC WATER PRESSURE.
MIN. ACCEPTANCE
VOLUME (GALLONS)
1.8
ha -
PLUMP ENGINEERING INC.
CONSULTING ENGINEERS
STRUCTURAL, MECHANICAL, PLUMBING,
ELECTRICAL_CIVIL,SURVEYING,
ARCHITECTURAL
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com
Stamp:
GDE L ,r'H'L`AN
APPROVE,
I>(A,1r �ti 30
hi., ,; r�
City of Tukwila
BUILDING DIVISION
Tenant Improvement F
•
U
Z
SHASTA BEVERAGES
BREAK ROOM
1227 Andover Park E
Tukwila, WA 98
REVISIONS
FOR CITY SUBMITTAL
3/4119
PLAN CHECK
1 4/22/2019
1)
U
a
o
Project Manager.
Dale:
Scale:
Project Number:
SP
1809109
SHEET NUMBER
P101
0
0
cc
2
a
0
a.
a
a.
cc
CC
cc
0
EDULES.DWG
0
z
0
0
0
2
n
0
0
VENT CAP
ROOF
UL APPROVED
TYPE "8-1"
DOUBLE WALL VENT
STORM COLLAR
UL APPROVED
FLASHING 1" CLEAR
FRAMED OPENING
BY GEN. CONTRACTOR
18 GA. METAL SLEEVE
UL APPROVED BUCKET
FOR ROOF CONSTRUCTION
SEE ARCH. DRAWINGS-
3/8 BOLTS
(TYP.)
24 GA. GALV.
STEEL
SLIP JOINT
METAL BESTOS FLUE CAP
FLASHING COUPLING
FLASHING
SEE SPECIFICATION
ROOFING
N;.
0
°
1 1/2 x 1 1/2 x 1/4 L
2 X 1/4 BAR CLAMP
COMBUSTIBLE MATERIAL
2"MIN. CLEARANCE TO
METAL BESTOS TYPE 'B'
WITH DOUBLE WALL,
SEE PLANS FOR SIZE
)
WATER HEATER FLUE DETAILS
FLUE THRU ROOF DETAIL
2
NOTE:
1. HOT WATER HEATER TO BE SET TO 120°F.
2. PROVIDE SPACER BLOCK BETWEEN WATER HEATER AND WALL.
3. ALL VALVES AND GAUGES TO BE BELOW CEILING AND ACCESSIBLE.
4. PROVIDE SHOP DRAWING AND AS -BUILT.
5. REFER WATER HEATER MANUFACTURER'S CUT SHEET FOR ADDITIONAL INFORMATION.
6. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC SUPPORT AND BRACING OF ALL EQUIPMENT, TANKS
AND PIPING.
7. DETAIL IS DIAGRAMMATIC ONLY. COORDINATE WITH THE ARCHITECT FOR THE SHORTEST PLUMBING
PATH AND LOCATION OF VALVES, TANKS AND OTHER ACCESSORIES PRIOR TO INSTALLATION.
8. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS.
THE STRAPS SHALL BE A MINIMUM OF 4" ABOVE THE CONTROLS.
CEILING
/-HOT
WATER
-I RETURN
COLD
WATER
SUPPLY
HOT WA
LEGEND
TEMPERATURE &
PRESSURE RELIEF VALVE IP-
CIRCULATING PUMP® .
DRAIN �-+1
BALL VALVE WI UNION6
CHECK VALVE H
UNION 1.-
CONDENSATE &
RELIEF DRAIN
TO FLOOR SINK
Et 07,-
KEEP CLEAR.
\r
W.H. PLATFORM
PROVIDE UNIONS BEYOND
TOP OF WATER HEATER CAP
EXPANSION TANK
AMTROL ST-12
PIPET &PTO
FUNNEL DRAIN
SEISMIC STRAPS (TYP. 2 PLACES)
FINISHED FLOOR
GAS -FIRED WATER HEATER DETAIL
PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADUATED STEPPED
PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN BED OF
MASTIC
REFER TO ARCHITECT'S
DRAWING FOR APPLICATION
OF VENT PIPE BOOT
INSTALLATION WITH
ROOFING MATERIAL
ROOF INSULATION
MINIMUM 12"
ABOVE ROOF
PROVIDE SLEEVE IF
REQUIRED BY TYPE
OF ROOF DECK
MINIMUM 12" BELOW ROOF
PROVIDE PIPE INCREASER
WHERE REQUIRED TO MAKE
MINIMUM 3" VENT THRU ROOF
I III ROOF DECK
IN IIIT
ANCHOR PIPE TO ROOF
DECK OR JOISTS WITH
U-BOLT AROUND PIPE
AND ANGLE IRON
WELDED OR SCREWED
TO DECK OR JOIST
HUBLESS PIPE
CONNECTORS ON
CAST IRON PIPE
REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET
HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR
INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS
INSULATION WITH ALL- SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET
OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND COUNTERFLASHING WITH
ROOFING CONTRACTOR.
VENT THRU ROOF (VTR) DETAIL
VENT THRU ROOF (VTR) DETAIL 1
7
)
STERILIZATION OF WATER LINES
A. GENERAL
1. BEFORE BEING PLACED IN SERVICE ALL POTABLE WATER PIPING SHALL BE CHLORINATED
AS SPECIFIED BY THE LOCAL BUILDING AND HEALTH DEPARTMENT CODES.
2. CHLORINE MAY BE APPLIED BY THE USE OF CHLORINE GAS -WATER MIXTURE, DIRECT
CHLORINE -GAS FEED OR A MIXTURE OF CALCIUM HYPOCHLORITE AND WATER. THE
POWDER SHALL BE MIXED WITH WATER TO FORM A PASTE THINNED TO A SLURRY AND
PUMPED OR INJECTED INTO THE PIPING AS HEREINAFTER SPECIFIED.
3. IF DIRECT CHLORINE -GAS FEED IS USED IT SHALL BE FED WITH EITHER A SOLUTION FEED
CHLORINATOR OR BY A PRESSURE FEED CHLORINATOR WITH A DIFFUSER IN THE PIPE.
B. PROCEDURE
1. PRIOR TO CLEANING, REMOVE ALL DIRT AND FOREIGN MATTER BY A THOROUGH FLUSHING
OF THE WATER SYSTEM. THE CLEANING AGENT SHALL BE FED SLOWLY INTO THE WATER
SYSTEM AND THE CHLORINE APPLIED IN QUANTITIES TO PRODUCE A DOSAGE OF 50
PPM OF AVAILABLE CHLORINE. RETENTION IN THE SYSTEM SHALL BE FOR A MINIMUM
OF 8 HOURS. DURING THE PROCESS ALL VALVES AND ACCESSORIES SHALL BE
OPERATED.
2. AFTER COMPLETION OF THE ABOVE REQUIREMENTS, THE SYSTEM SHALL BE FLUSHED
UNTIL THE WATER IN THE SYSTEMS GIVES CHEMICAL AND BACTERIA TEST READINGS AS
REQUIRED BY GOVERNING AUTHORITIES.
3. TESTS SHALL BE CONDUCTED BY A STATE -CERTIFIED LABORATORY AND APPROVED BY
THE LOCAL AUTHORITIES HAVING JURISDICTION. COPIES OF THE TESTS SHALL BE
SUBMITTED TO THE ARCHITECT AND ALL GOVERNING AUTHORITIES.
4. WARNING SIGNS SHALL BE PROVIDED AT ALL OUTLETS WHILE THE CLEANING OF THE
SYSTEM IS IN PROGRESS.
BRANCH PIPE SIZING CHART
PIPE SIZE
1/2"
3/4" 1„ 1 1/4"
GPM
F.U.
F.V.
F.U.
F.T.
4.4 17
0
0
30 50
0 35
5
20
40 95
HW.
F.U.
5
20
40
95
MAXIMUM VELOCITY IN CW PIPE: 8 FT/SEC
MAXIMUM VELOCITY IN HW PIPE: 5 FT/SEC
01
Copper Tubing
Smooth Pipe
Type M - - -
Type L
Type K
02 0
TOTAL COMBINED CW FIXTURE UNITS = 25.5 F.U. a 19 GPM
SIZE DEVICE
1" PRV
1" BACKFLOW PREVENTER
1" WATER METER
STATIC HEAD
FIXTURE LOSS
6 PSI
12.0 PSI
1.6PSI
8.7 PSI
25.0 PSI
TOTAL BLDG. LOSS 53.3 PSI
BLDG. WATER PRESS:
MAX. PRESSURE:
MIN. PRESSURE:
TOTAL BLDG. LOSS: 53.3 PSI
85 PSI
75 PSI
DIFFERENCE: 21.7 PSI
MAXIMUM DEVELOPED LENGTH: 100 FT.
MAX. PRESSURE DROP ALLOWANCE/100 FT OF PIPE:
= (21.7/100) X 100 = 21.7 PSI
DOMESTIC HOT WATER HEATER SIZING TABLE ( CCDEH
APP.4)
ADDRESS: XXXXXX
FIXTURE
GPH PER
COMPARTMENT
QTY
GALLONS PER
HOUR
HAND SINK
5.0
1
5.0
MOP SINK
15.0
1
5.0
LAVATORY
5.0
5
25.0
TOTAL GPH
35.0
TEMPERATURE RISE (120-70)'F
70.0
THERMAL EFFICIENCY
0.8
USAGE FACTOR
TOTAL HEATER BTU/HR
27211.3
1.00
MIN WATER HEATER CAPACITY ( BTU/HR)
27211.3
SANITARY WASTE SYSTEM CALCULATION
FIXTURE
NAME:
QTY. D.F.U.
TOTAL D.F.U.
W.C. (TANK) (WC-1)
5 4
20
URINAL (U-1)
2
2
4
LAVATORY (L-1)
5
5
BREAKROOM SINK (KS-1)
FLOOR SINK (FS-1)
FLOOR DRAIN (FD-1)
2
3
2
3
2 2
4
TOTAL SANITARY WASTE D.F.U.
= 38 F.U., WASTE PIPE SIZE 4" 0
RECOMMENDED RULES FOR SIZINGTHE WATER SUPPLY SYSTEM
CHART A-4
04 0500 09 1 5 6 9 10 PO 00 40 W 80 00 MO
FRICTION LOSS IN HEAD, in Ibs, PER SQUARE -INCH 100-FOOT LENGTH
FLOW IN GALLONS PER MINUTE
TOTAL D.F.U. 38.0 F.U.
MINIMUM PIPE INSULATION
FOR TYPE "L" COPPER HOT WATER PIPING 105°F-200°F.
PIPE DIAMETER (IN INCHES)
INSULATION THICKNESS
RUNOUTS UP 2" INCHES
BRANCHES,
2 MAINS &
LOOPS
NOTES: n
1"& LESS
0.5
.0
1.25 TO 2"
1.0
2.50TO4" 1.5
"RUNOUTS' ARE PIPING THAT IS 12 FEET LONG OR LESS AND THAT IS CONNECTED TO
FIXTURES OR INDIVIDUAL TERMINAL UNITS.
'BRANCHES, MAINS & LOOPS" ARE CIRCULATING PIPING AND PIPING THAT IS OVER 12
'EET LONG AND THAT IS CONNECTED TO FIXTURES OR INDIVIDUAL TERMINAL UNITS.
DOMESTIC WATER SYSTEM CALCULATION
FIXTURE
NAME:
WATER CLOSE
TANK (WC-1)
URINAL (U-1)
QTY.
5
F.U. TOTAL F.U.
5 25
2
LAVATORY (L-',)
KITCHEN SINK KS-1)
5
3
1.5
6
7.5
1.5 1.5
TOTAL WS.F.U. = 40 WSF.U.
44 WS.F.U. = 48 GPM
PLUMP ENGINEERING INC.
CONSULTING ENGINEERS
STRUCTURAL, MECHANICAL, PLUMBING,
ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
wwv.peica.com
Stamp:
C A. p.7
NAS"��
03/19/20
COD:
City of )
BUILDING
U
0
0
D-
Tenant Improvement For:
U
Z
227 Andover Park E
Tukwila, WA 98188
REVISIONS
FOR CITY SUBMITTAL
3/4/19
ZPLAN CHECK
1 4/22/2019
U)
c
Project Manager:
Date:
Scale:
Project Number:
ct
SP
1809109
SHEET NUMBER
P201
DOCUMEN
r
I\ACAD\PLUMBING \P301-302 PLUMBING PLAN.OWG
z
0
0
ao
809109 SHASTA - T
TYP. OF 5
2
A
TYP. OF 5
MEN'S
102
--
J
M/LOCKER
101
HALLWAY
100
WOMEN'S
103
W/LOCKER
104
c
zw
B
BREAK ROOM
105
0
0
0
0
0
0
0
KEYNOTES:
CONNECT TO EXISTING 4" SAN. OR LARGER WASTE PIPE.LANDLORD
TO PROVIDE SEWER STUB IN CONNECTION WITHIN THE DEMISED
PREMISES. FIELD VERIFY AND COORDINATE WITH PROJECT
ENGINEER FOR ANY DISCREPANCY PRIOR TO FINAL COSTING AND
START OF WORK.
GC TO FIELD VERIFY & COORDINATE WITH LL EXISTING VENT POINT
OF CONNECTION OF 2-1/2" OR LARGER.
2" WASTE DN & 2" VENT UP TO SERVE SINK
2" WASTE DN & 1-1/2" VENT UP TO SERVE LAVATORY
4" SANITARY WASTE PIPE DN & 2" VENT UP TO SERVE WATER CLOSET
2" WASTE DN & 2" VENT UP TO SERVE FLOOR DRAIN.
3" SANITARY WASTE PIPE DN & 2" VENT UP TO SERVE URINAL
GENERAL NOTES
I . 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.
2. 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.
3. 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.
4. PROVIDE INDUSTRY STANDARD ISOLATION VALVES FOR HW,DW
AND GAS SUPPLY TO FIXTURES AND EQUIPMENT PER LOCAL CODE
& MANUFACTURER'S CATALOG.
5. CONTRACTOR TO PROVIDE CUT SHEET SUBMITTAL OF ALL
PLUMBING FIXTURES PRIOR TO WORK.
6. PROVIDE A TRAP PRIMER ON ALL FLOOR DRAINS. REFER TO DETAIL
20 OF THIS SHEET.
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
NORTH
SANITARY PLAN
SCALE:
1
PLUMP ENGINEERING INC.
CONSULTING ENGINEERS
STRUCTURAL, MECHANICAL, PLUMBING,
ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com
City of TLIK
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1227
Tukwila
REVISIONS
FOR CITY SUBMITTAL
3/4/19
PLAN CHECK
1 4/22/2019
v
O.
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irn
Project Mor oger:
SP
Date:
Scale:
Project Numbs:
1809109
Sheet Title:
PLUMBING GROUND FLOOR P
SHEET NUMBER
P301
•
0
0
cc
0
1 /4"=1'-0"
U
ROOM, RESTROOMS, CONFERENCE ROOM -TI\ACAD\PLUMBING \P301-302 PLUMBING PLAN.DWG
ILA WA \ A.1809109 S
9
U
3
TYP. OF 2
A
M/LOCKER
101
HALLWAY
100
WOMEN'S
103
W/LOCKER
104
3/4"
1-1/2"-
1-1/4"
B
BREAK ROOM
105
KEYED NOTES
lO NEW 1-1 /2" DOMESTIC WATER SUPPLY CONNECT TO DOMESTIC
WATER METER. FIELD VERIFY EXISTING CONDITIONS &
LOCATION
O PROVIDE BACKFLOW PREVENTOR APOLLO DCLF 4A LEAD FREE
DOUBLE CHECK VALVE OR AS REQUIRED BY LOCAL
CODE.INSTALL FULL WAY VALVE AT EACH SIDE OF WATER
METER AND EACH UN METERD WATER SUPPLY.
O 1 /2" HW & DW PIPE DN THRU WALL TO MIXING VALVE TO
SERVE LAVATORY. SEE DETAIL ON THIS SHEET
COORDINATE EXACT LOCATION OF MIXING VALVE WITH
PROJECT ENGINEER/ARCHITECT.
O 1-1/2" DOMESTIC WATER PIPE DN TO WATER CLOSET. REFER TO
MANUFACTURER SPECS SHEET FOR DETAILS
0 1-1 /2" DOMESTIC WATER PIPE DN TO URINAL
07 1/2" DOMESTIC WATER PIPE DN TO SINK
O 3/4" HW & CW DN TO MOP SINK
O 1" DOMESTIC WATER PIPE UP TO UPPER FLOOR
10 1" HOT WATER & COLD WATER UP TO SECOND FLOOR.
11 3/4" HOT WATER RETURN UP TO SECOND FLOOR.
12 WATER HAMMER ARRESTOR & TRAP PRIMER ENCLOSED IN
ACCESS PANEL. COORDINATE WITH ARCHITECT EXACT A.F.F.
HEIGHT
13 WATER HEATER LOCATED ON SECOND FLOOR
14 SEE PLUMBING DETAILS FOR WATER HEATER MOUNTING DETAIL.
COORDINATE WITH ARCHITECT AND ENGINEER FINAL
MOUNTING HEIGHT SHOWN. FIELD VERIFY EXISTING
CONDITIONS.
NORTH
COLD WATER PLAN
SCALE:
1
PLUMP ENGINEERING INC.
CONSULTING ENGINEERS
STRUCTURAL, MECHANICAL, PLUMBING,
ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com
City of
BUILDING
U
Z
V)
BREAK ROOM
227 Andover Park E
, WA 98188
J
REVISIONS
FOR CITY SUBMITTAL
3/4/19
PLAN CHECK
1 4/22/2019
U
Prole0 Manager:
SP
Date:
Scale:
Project Number:
1809109
Sheet Title
PLUMBING GROUND FLOOR PLAN
SHEET NUMBER
P302
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PMENT\SHASTA TUKWILA WA\A.1809109 SHASTA -TUKWILA, WA - BREAK ROOM, RESTROOMS, CONFERENCE ROOM- TI\ACAD\PLUMBING\P401.DWG
SECTION 15B: PLUMBING:
156 GENERAL INSTRUCTIONS
15B GENERAL REQUIREMENTS
REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF
THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO
REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS
SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND
LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE
DRAWINGS AND SPECIFICATIONS.
THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK
DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF
DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT
CORRECT PROGRESS OF THE WORK MAY BE PERFORMED.
158 DEFINITIONS
FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING,
UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS."
INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED
TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING,
APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING,
COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE
INTENDED USE"
PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE."
FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR
UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS
DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES
INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE
THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION."
ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD
AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT
TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL
AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED
INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND
OBLIGATIONS TO, THE "ARCHITECT".
AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER
THE WORK.
NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29
CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT.
THE TERMS "APPROVED EQUAL", "EQUIVALENT', OR "EQUAL" ARE USED SYNONYMOUSLY AND
SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM
OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR
BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT.
THE TERM LEAD FREE REFERS TO THE WETTED SURFACE OF PIPE, FITTINGS AND FIXTURES IN
POTABLE WATER SYSTEMS THAT HAVE A WEIGHTED AVERAGE LEAD CONTENT OF LESS THAN OR
EQUAL TO 0.25% PER SAFE DRINKING WATER ACT AS AMENDED JANUARY 4, 2011 SECTION 1417.
15B PREBID SITE VISIT
PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY
INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO
WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA
COMPENSATION OVER AND ABOVE THE CONTRACT PRICE.
15B MATERIAL AND WORKMANSHIP
MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW
UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN
GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN
SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO
DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL
NUMBERS.
PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS
LOCATED IN THE UNITED STATES.
WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND 'WORKMANLIKE"
APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER.
WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS
SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS,
INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY,
CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR
PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND
EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND
RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED,
REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK,
INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN
BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO
PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK.
REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK
PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND
REGULATIONS HAVING JURISDICTION.
15B COORDINATION
COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF
THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND
WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE.
COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED
AT NO ADDITIONAL COST TO THE OWNER.
UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN
BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN.
CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING
CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE
WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL
EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF
OTHER TRADES.
FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS.
CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY
OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN
AVOIDED BY PROPER CHECKING AND VERIFICATION.
PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR
FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR
SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM.
15B ORDINANCES AND CODES
WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH
APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT
FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL
BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ
INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE
PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS
(ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS
(ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING
MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE
THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES,
STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE.
PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE
WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES
OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION
OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE
PUBLIC.
15B PROTECTION OF EQUIPMENT AND MATERIAL
STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE.
COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS
REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE.
EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND
CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS
OWN EXPENSE.
KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT.
PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION
OF THE WORK.
PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO
PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS.
KEEP THE MANUFACTURER -PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR
SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE
TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES.
156 SUBSTITUTIONS
THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY
NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR
TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY
THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS.
EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH
IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE
INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION
NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER
MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD
REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED
SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR
DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL.
THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL", REFER TO APPROVAL BY THE
ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT
ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR
APPROVAL PRIOR TO AWARD OF CONTRACT.
COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED
EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT
MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN.
INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF
DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT.
15B SHOP DRAWINGS
UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES
OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS
CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL
DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL
LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE
INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR
MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA
AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS
REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW
TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED.
SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL
IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S
WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER
TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED.
THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT
RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE
OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF
ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING
CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY
AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM.
CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3-RING
BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES
INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR
NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES,
SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND
DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH STARTERS OR
VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP
DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS
ARE NOT MET.
156 ELECTRONIC DRAWINGS
IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS
OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON CD-ROM DISK,
DVD DISK, FLASH DRIVE OR DIRECT DOWNLOAD, AS DESIRED, FROM THE ENGINEER FOR A
SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER
SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR
WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM
AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT,
ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE
RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT.
15B OPERATION AND MAINTENANCE INSTRUCTIONS
DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF
EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND
MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS
LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE
EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT
NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB-
CONTRACTOR, AND AN INDEX OF CONTENTS.
SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT
THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING
ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL
SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT
BROCHURE IS RECEIVED AND
DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER.
INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF,
FOR INCLUSION IN THIS BROCHURE.
PROVIDE "AS -BUILT" DRAWINGS (SEE SPECIAL CONDITIONS).
15B TRAINING
AT ATIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE
SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S
DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT
PROVIDED FOR THIS PROJECT.
PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND/OR
EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE
PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING,
SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND
REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS.
SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED
REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE,
TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S
REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE
TRAINING HAS BEEN PROVIDED.
SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE.
158 WARRANTIES
COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL
REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT
THEM.
WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY
WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF
SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER
WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY
EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S),
AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1.
WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS
WITHOUT ANY ADDITIONAL COSTS TO THE OWNER.
PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR
OWNER.
AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN
WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING
BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE
OWNER AND STATING THE COMMENCEMENT DATE AND TERM.
15B SPARE PARTS
FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0-
RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES
FURNISHED FOR THIS PROJECT.
15B EXCAVATION AND BACKFILLING
PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK
UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE
TRENCHES TO PREVENT CAVE-IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO
COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT.
USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL
TRENCHES IN MAXIMUM 6' LAYERS OF WELL -TAMPED DRY EARTH IN A MANNER TO PREVENT
FUTURE SETTLEMENT.
EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON
EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL
OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF
ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS.
EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS.
EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF
EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE
CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE
ARCHITECT.
156 COINCIDENTAL DAMAGE
CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC.
THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH
EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL
AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT.
15B CUTTING AND PATCHING
OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC.
AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR
APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR
SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING
SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS
DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY
TO THE ARCHITECT.
15B ROUGH -IN
BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING
ROUGH -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH -IN EXCEPT
IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN.
15B STRUCTURAL STEEL
STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW
AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36.
SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT
SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR
ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS.
15B ACCESS DOORS
PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR
ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE
CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR,
ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECTS APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR
BEFORE ORDERING.
15B PENETRATIONS
PROVIDE SLEEVES FOR PIPES PASSING THROUGH ABOVE GRADE CONCRETE OR MASONRY
WALLS, CONCRETE FLOOR OR ROOF SLABS. SLEEVES ARE NOT REQUIRED FOR CORE DRILLED
HOLES IN EXISTING MASONRY WALLS, CONCRETE FLOORS OR ROOFS. PROVIDE 10 GAUGE
GALVANIZED STEEL SLEEVES FOR SLEEVES 6' AND SMALLER. PROVIDE GALVANIZED SHEET
METAL SLEEVES FOR LARGER THAN 6".
SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND
WEATHERTIGHT WITH NON -SHRINK, NON -HARDENING COMMERCIAL SEALANT. PACK WITH
MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1/2" OF SEALANT.
SEAL AROUND PENETRATIONS OF FIRE RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND
LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATIONS
FOR FIRE STOPPINGS. PROVIDE A PRODUCT SCHEDULE FOR UL LISTING, LOCATION, WALL OR
FLOOR RATING AND INSTALLATION DRAWING FOR EACH PENETRATION FIRE STOP SYSTEM.
EXTEND PIPE INSULATION FOR INSULATED PIPE THROUGH FLOOR, WALL AND ROOF
PENETRATIONS, INCLUDING FIRE RATED WALLS AND FLOORS. THE VAPOR BARRIER SHALL BE
MAINTAINED. SIZE SLEEVE FOR A MINIMUM OF 1" ANNULAR CLEAR SPACE BETWEEN INSIDE OF
SLEEVE AND OUTSIDE OF INSULATION.
SEAL CONCRETE OR MASONRY EXTERIOR WALL PENETRATIONS BELOW GRADE WITH "WALL
PIPES" AND MECHANICAL SLEEVE SEALS. PROVIDE CAST IRON' WALL PIPES" WITH INTEGRAL
WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. PROVIDE
MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / LINK SEAL, CALPICO,
INC. AND METRAFLEX.
SEAL ELEVATED CONCRETE SLAB WITH WATER PROOF MEMBRANE PENETRATIONS WITH "WALL
PIPES" AND WATER PROOF SEALANT. SECURE WATERPROOF MEMBRANE FLASHING BETWEEN
"WALL PIPE" CLAMPING FLANGE AND CLAMPING RING. PROVIDE CAST IRON "WALL PIPES" WITH
INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN.
PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION.
SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE
SERVED.
PROVIDE SCHEDULE 40 PVC PIPE SLEEVES FOR VERTICAL PRESSURE PIPE PASSING THROUGH
CONCRETE SLAB ON GRADE. SLEEVES SHALL BE ONE NOMINAL PIPE SIZE LARGER THAN THE
PIPE SERVED AND TWO PIPE SIZES LARGER THAN PIPE SERVED FOR DUCTILE IRON PIPES WITH
RESTRAINING RODS. SEAL WATER -TIGHT WITH SILICONE CAULK.
PROVIDE 1/2" THICK CELLULAR FOAM INSULATION AROUND PERIMETER OF NON -PRESSURE PIPE
PASSING THRU CONCRETE SLAB ON GRADE. INSULATION SHALL EXTEND TO 2" ABOVE AND
BELOW THE CONCRETE SLAB.
156 ELECTRICAL WIRING
LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND
INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16
CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15
CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED
FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE
ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO
ENSURE PROPER INSTALLATION.
15B EQUIPMENT FURNISHED BY OTHERS
FURNISH AND INSTALL ROUGHED -IN WASTES, VENTS AND WATER SERVICES. PROVIDE FINAL
CONNECTION TO KITCHEN EQUIPMENT, FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON
THE DRAWINGS. PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED WITH
THE EQUIPMENT, INCLUDING TRAPS, STOP VALVES, PRVS, INDIRECT DRAIN FROM EQUIPMENT TO
FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION
OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK.
DIVISION 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS, AND
SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE
INSTALLATIONS.
15B ALTERNATES
REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES.
APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY
THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW
EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND
TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK
UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE
APPLICABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID.
158 UTILITY CONNECTIONS
PROVIDE UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWINGS. INSTALL
INTERIOR AND EXTERIOR CONNECTIONS TO "MAINS" AND EXISTING SERVICE LINES COMPLETE
AND FUNCTIONING, IN COMPLIANCE WITH THE REQUIREMENTS OF THE CODES HAVING
JURISDICTION AND THE SERVING UTILITY INVOLVED. VERIFY THE EXACT LOCATION OF UTILITY
MAINS, SERVICE LINES, AND CONNECTION POINTS REQUIRING CONNECTION IN THE FIELD PRIOR
TO INSTALLATION. WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION
OF SERVICES. VERIFY THAT INSTALLATION WILL TIE INTO THE EXISTING UTILITY MAINS, SERVICE
LINES, AND CONNECTION POINTS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO
INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION
POINT WHILE MAINTAINING PROPER FALL, NOTIFY THE ARCHITECT AND THE ENGINEER SO THAT
AN ALTERNATIVE MAY BE DETERMINED.
PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS
THAT ARE NOT FURNISHED BY THE SERVING UTILITY. COORDINATE WITH THE SERVING UTILITY
COMPANY REGARDING ITEMS FURNISHED, WORK PERFORMED, AND PERMITS AND INSPECTIONS
REQUIRED. PAY ASSOCIATED FEES OR CHARGES.
158 MISCELLANEOUS REMODELING WORK
PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING
REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH
EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS.
COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT.
EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF
THE WORK SHALL BE SEALED GAS -TIGHT CLEAN TRAP OF DEBRIS AND FILL WITH SILICONE.
REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE
BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY
FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED
BEFORE FINAL FLOOR FINISHING.
NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS
SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW -CUT EXISTING CONCRETE FLOOR AS
REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB -FLOOR.
REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS.
EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE
CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO
GOOD OPERATING CONDITION.
PATCH HOLES WEATHER -TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS
SUCH AS PIPING.
MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING
STANDARD FITTINGS AND JOINING PRACTICES.
15B BUILDING OPERATION
COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS
OF THIS SPECIFICATION ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING
OPERATION ATATIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN
APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING
OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF
WORK.
156 SYSTEM TESTING AND ADJUSTING
UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN
CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR
AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND
ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE
RESULTING THEREFROM.
NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS
PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE
REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION
PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE
WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE
BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR
REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS
OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED.
MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S
AUTHORIZED REPRESENTATIVE.
UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE
ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT
EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN
CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF
THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE
AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY
PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER
FUNCTIONING.
TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT
THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE
SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR.
SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF
WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST.
TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE
SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY-FOUR
HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD
SHALL NOT EXCEED 10 PSIG. TEST WATEF PIPING TO A 125 PSI HYDROSTATIC PRESSURE.
15B GUARANTEE
THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING,
INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN
THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT
HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH
THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING
THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF
PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK.
GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN
WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB
ACCEPTANCE BY THE OWNER. THIS SHAL- INCLUDE A GUARANTEE OF FREE CIRCULATION OF
LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR
WATER HAMMER.
IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH
DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER,
ARCHITECT AND ENGINEER.
156 VIBRATION ISOLATION
MANUFACTURERS: PROVIDE VIBRATION ISOLATION EQUIPMENT AND MATERIALS BY A SINGLE
MANUFACTURER. APPROVED MANUFACTURERS PROVIDED THEIR SYSTEMS ARE IN COMPLIANCE
WITH THE SPECIFIED DESIGN AND PERFORMANCE REQUIREMENTS INCLUDE AMBER BOOTH,
KINETICS NOISE CONTROL, MASON INDUSTRIES, INC., VIBRATION ELIMINATOR CO., INC., AND
VIBRATION MOUNTING AND CONTROLS.
GENERAL REQUIREMENTS: SELECT VIBRATION ISOLATORS BY THE WEIGHT DISTRIBUTION TO
PRODUCE UNIFORM DEFLECTION. VIBRATION ISOLATORS SHALL HAVE EITHER KNOWN UN -
DEFLECTED HEIGHTS OR CALIBRATION MARKINGS SO THAT, AFTER ADJUSTMENT, THE STATIC
DEFLECTION CAN BE VERIFIED, THUS DETERMINING THAT THE LOAD IS WITHIN THE PROPER
RANGE OF THE ISOLATOR. ISOLATORS SHALL OPERATE IN THE LINEAR PORTION OF THEIR LOAD
VERSUS DEFLECTION CURVES. SPRING ISOLATORS SHALL HAVE 50 PERCENT EXCESS CAPACITY
WITHOUT BECOMING COIL BOUND. COAT VIBRATION ISOLATORS WITH FACTORY -APPLIED PAINT.
INSTALL AND ADJUST VIBRATION ISOLATORS IN ACCORDANCE WITH MANUFACTURERS WRITTEN
INSTRUCTIONS.
PIPE CONNECTIONS. PROVIDE FLEXIBLE CONNECTORS FOR PIPING SYSTEM CONNECTIONS ON
EQUIPMENT SIDE OF SHUTOFF VALVES FOR VACUUM PUMPS AND AIR COMPRESSORS. FLEXIBLE
PIPING CONNECTORS SHALL BE BRAIDEDHOSE TYPE AS RECOMMENDED BY THE
MANUFACTURER FOR THE APPLICATION.
PROVIDE TYPE MWP (METAL AND WAFFLE SANDWICH PADS) FOR EQUIPMENT MOUNTED ON
EQUIPMENT PADS CONSISTING OF TWO5/16INCH THICK RIBBED OR WAFFLE NEOPRENE PADS
SANDWICHING A 16 GAUGE STAINLESS STEEL SHIM PLATE WITH BRIDGE BEARING QUALITY
NEOPRENE WITH A MAXIMUM DUROMETER OF 50 AND DESIGNED FOR 15% STRAIN. IF THE
ISOLATOR IS BOLTED TO THE STRUCTURE, PROVIDE A NEOPRENE VIBRATION ISOLATION
WASHER AND SLEEVE (UNIROYAL TYPE 620/660, OR AS APPROVED) INSTALLED UNDER THE BOLT
HEAD BETWEEN THE STEEL WASHER AND THE BASE PLATE. PROVIDE MASON INDUSTRIES TYPE
WSW OR EQUAL.
PROVIDE TYPE DDNM (DOUBLE DEFLECTION NEOPRENE MOUNTS) FOR PIPING SUSPENDED
FROM THE STRUCTURE WITHIN 50 FEET OF ROTATING EQUIPMENT, CONSISTING OF DOUBLE
DEFLECTING, MOLDED NEOPRENE ISOLATORS AND BE LATERALLY STABILIZED WITH ALL METAL
SURFACES COVERED WITH NEOPRENE. TOP AND BOTTOM SURFACES SHALL BE RIBBED AND
BOLT HOLES SHALL BE PROVIDED IN THE BASE. THE MOUNTS SHALL HAVE LEVELING BOLTS
RIGIDLY SECURED TO THE EQUIPMENT. THE ISOLATOR SHALL BE MANUFACTURED WITH BRIDGE
BEARING QUALITY NEOPRENE, AND SELECTED FOR A MAXIMUM DUROMETER OF 50 AND
DESIGNED FOR 15% STRAIN. DDNM MOUNTS SHALL BE SELECTED FOR A STATIC DEFLECTION OF
3/8 INCH UNLESS OTHERWISE SPECIFIED. PROVIDE MASON INDUSTRIES TYPE ND OR AS EQUAL.
PROVIDE TYPE DDNH (DOUBLE DEFLECTION NEOPRENE HANGERS) FOR PIPING SUPPORTED ON
THE FLOOR WITHIN 50 FEET OF ROTATING EQUIPMENT, CONSISTING OF A MOLDED NEOPRENE
ISOLATING ELEMENT IN A STEEL HANGER BOX. A NEOPRENE SLEEVE SHALL BE PROVIDED
WHERE THE LOWER HANGER ROD PASSES THROUGH THE STEEL HANGER BOX, SUCH THAT THE
HANGER ROD CANNOT CONTACT THE STEEL HANGER. THE DIAMETER OF THE CLEAR HOLE IN
THE HANGER BOX SHALL BE AT LEAST 3/4INCH LARGER THAN THE DIAMETER OF THE HANGER
ROD AND PERMIT THE HANGER ROD TO SWING THROUGH A 30 DEGREE ARC. WHEN INSTALLED,
THE HANGER BOX SHALL BE ALLOWED TO ROTATE THROUGH A FULL 360 DEGREES WITHOUT
ENCOUNTERING ANY OBSTRUCTIONS. THE ISOLATOR SHALL BE MANUFACTURED WITH BRIDGE
BEARING QUALITY NEOPRENE, AND SELECTED FOR A MAXIMUM DUROMETER OF 50 AND
DESIGNED FOR 15% STRAIN. UNLESS OTHERWISE SPECIFIED, THE STATIC DEFLECTION OF DDNH
HANGERS SHALL BE 0.3 INCHES. PROVIDE MASON INDUSTRIES TYPE HD OR AS EQUAL.
CONSULTING ENGINEERS
STRUCTURAL, MECHANICAL, PLUMBING,
ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com
Stamp:
City of
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BREAK ROOM
1227 Andover Park E
Tukwila, WA 98188
REVISIONS
FOR CITY SUBMITTAL
3/4/19
PLAN CHECK
1 4/22/2019
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Project Manager:
SP
Date:
Scale:
Project Number:
1809109
Sheet Title:
PLUMBING SPECIFICATIONS
SHEET NUMBER
P401
LUMBING\P402.DWG
RESTROOMS, CONFERENCE ROOM-TI\ACAD
WILA, WA - BRE
a
E
156 PLUMBING PIPING
15B PIPING MATERIALS
MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF
LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING
METHOD.
DOMESTIC WATER (COLD, HOT AND HOT WATER RECIRCULATION: DOMESTIC WATER PIPING
INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER
COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH
95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T-DRILL) MAY BE USED IN
COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER
SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS.
UNDERGROUND DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE TYPE "K" SOFT TEMPER
COPPER TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD
TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER
SOLDER (SILFOS) JOINTS. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS
POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR
WITHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE
BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING.
UNDERGROUND DOMESTIC WATER PIPING 3" AND LARGER SHALL BE CLASS 52 DUCTILE IRON
MEETING THE REQUIREMENTS OF ANSI /AWWA STANDARD C151/A21.51. PIPING SHALL BE
DOUBLE CEMENT LINED IN ACCORDANCE WITH ANSI / AWWA STANDARD C104/A21.4. FITTINGS
SHALL HAVE MECHANICAL JOINTS. AT CONTRACTOR'S OPTION, PIPE JOINTS IN STRAIGHT RUNS
(NOT AT FITTINGS) AND NOT INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING SLAB MAY
BE PUSH -ON JOINTS. JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ANSI 21.11.
INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE
BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS
WITH NEOPRENE GASKET JOINTS, MEETING ASTM A74, MANUFACTURED BY AB & I FOUNDRY,
CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. HUBLESS
WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCHEDULE 40 DWV ASTM
D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454-B WITH ASTM 2665
SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY
CODE.
INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING
SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301,
MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE
TRADEMARK OF THE CISPI AND NSF. PVC SCHEDULE 40 DWV ASTM 02665 PIPE WITH PVC
MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454-B WITH ASTM 2665 SOCKET FITTINGS
WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE,. (NOTE: PVC
PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS)
CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT: 1-1/4" AND LARGER WASTE
CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DWV" COPPER WITH
WROUGHT COPPER DRAINAGE PATTERN FITTINGS WITH COPPER SWEAT OR COMPRESSION
JOINTS AT FIXTURE TRAP CONNECTIONS AND THREADED JOINTS AT CONNECTIONS TO CAST
IRON PIPE.
INDIRECT AND CONDENSATE DRAIN INSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE
INSTALLED INSIDE THE BUILDING SHALL BE TYPE "M" HARD COPPER WITH WROUGHT COPPER
FITTINGS FOR 1" AND SMALLER AND "DWV" COPPER WITH WROUGHT COPPER DRAINAGE
PATTERN FITTINGS FOR 1-114" AND LARGER HARD TEMPER COPPER TUBE AND SOLDERED
CONNECTIONS MADE WITH 95/5 SOLDER. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45
DEGREES.
15B PIPING AND EQUIPMENT INSULATION
DOMESTIC COLD WATER, HOT WATER, HOT WATER RECIRCULATION, INDIRECT AND
CONDENSATE DRAIN PIPE (WITHIN BUILDING) INTERIOR HORIZONTAL STORM DRAIN PIPING
ABOVE CEILING AND EXPOSED 1" ONE-PIECE FIBERGLASS COVERING WITH FIRE-RESISTANT
JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED,
OWENS-CORNING OR ARMSTRONG. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER
CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER
CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WITH INSULATION SEALER. EXCEPTION
FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL
PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND
VAPOR BARRIER WITH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR COLD PIPING AT
HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM
SILICATE BY JOHNS-MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS 8Y
DOW OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM C 534-01A, TYPE I WITH
INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY
COOPER B-LINE / ARMACELL OR APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG
THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES.
PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE
OF ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES
INSTALLED IN WALLS AND CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND
HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION
SHIELD AT EACH HANGER FOR INSULATED PIPING.
COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING
COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD
RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND
TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE
JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS.
WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER
INSULATION AT FITTINGS.
15B PIPING JOINTS
COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD-
FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE
SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN
SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH
THE FITTING MANUFACTURER'S RECOMMENDATIONS.
THREADED STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT MORE
THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. MAKE JOINTS TIGHT WITH GRAPHITE
BASE PIPE JOINT COMPOUND AND PAINT EXPOSED THREADS OF FERROUS PIPE WITH ACID -
RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP -
WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS.
WELDED STEEL PIPE: WELDED JOINTS SHALL BE OF THE BUTT WELDED SINGLE "VEE" TYPE.
BEVEL PIPE AT A 45 DEGREE ANGLE TO WITHIN 1/16' OF THE INSIDE WALL, AND BUILD UP THE
WELD TO ONE FOURTH GREATER DEPTH THAN THE PIPE WALL THICKNESS. WELDING SHALL BE
EITHER ELECTRIC OR OXY-ACETYLENE, PERFORMED IN CONFORMANCE WITH THE ASME CODE
FOR PRESSURE PIPE WELDING, AND ONLY BY EXPERIENCED CERTIFIED WELDERS.
CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST IRON WASTE AND VENT PIPE
SHALL BE NEOPRENE COMPRESSION GASKETS, TYSEAL OR EQUAL.
CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310 NSF
CERTIFIED BY ANACO, IDEAL, MISSON OR TYLER. JOINTS IN STORM PIPING, INCLUDING
CONNECTIONS TO ROOF DRAINS, SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C1540 AND
FM 1680, ANACO HUSKY #SD-2000, CLAMP -ALL "HI TORQUE" 80 IN. LB, IDEAL TRIDON "HD" OR
MISSION "HEAVYWEIGHT".
PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR
WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION
FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND
HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056
SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS
FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH
MASTIC.
15B PIPING INSTALLATION
GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO
REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH
ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT
BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE
BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME -PLATED
ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED
SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES.
DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE
CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE
FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC -PLATED STEEL
BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL -
TO -COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED.
HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B-
LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE
STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE
ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS
REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER
PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS
AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE.
PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON
THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR
SUPPORTS FOR VARIOUS PIPING AS FOLLOWS:
COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL
BE B-LINE #B3170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE
BAND HANGERS FOR INSULATED COPPER TUBE AND 3° SMALLER SHALL BE B-LINE #83170 NF
ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND
LARGER SHALL BE B-LINE #83100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER
TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B-LINE #B3198RCT COPPER COATED
EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B-LINE #B3199CT CEILING
FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH
PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U-BOLTS SIZED TO BARE ON THE
PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE 8-LINE #83373CT COPPER
COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE.
STEEL PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER SHALL BE B-LINE #B3170 NF
ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR 2-1/2" AND LARGER SHALL BE B-
LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE
SHALL BE B-LINE #B3373 GALVANIZED STEEL.
CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3"
AND LARGER SHALL BE B-LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO
SUPPORT VERTICAL PIPE SHALL BE B-LINE #B3373 GALVANIZED STEEL.
INSULATION PROTECTION SHIELDS: B-LINE #63151 OF 18 GAUGE GALVANIZED SHEET METAL.
SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH
INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION.
HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS
WITH B-LINE #83031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE
WITH B-LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT.
CONNECT RODS IN WOOD CONSTRUCTION WITH B-LINE #B3058 SIDE BEAM CONNECTORS. HANG
AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS:
COPPER TUBE: 1-1/2" AND SMALLER - EVERY 6' WITH 3/8"HANGER RODS; 2" EVERY 10' WITH
3/B"HANGER RODS; 2-1/2" EVERY 10' WITH 3/8" HANGER RODS; 3" EVERY 10' WITH 1/2" RODS, 4"
EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'.
STEEL PIPE: 1" AND SMALLER - EVERY 8' WITH 3/8" HANGER RODS; 1-1/4" TO 2" EVERY 10' WITH
3/8" HANGER RODS; 2-1/2° AND 3" EVERY 10' WITH 1/2" HANGER RODS, 4" EVERY 10' WITH 5/8"
HANGER RODS. SUPPORT VERTICAL STEEL PIPE EVERY 10'.
CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER
RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS, 8"
AND LARGER WITH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'.
SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS
PIPE OR INSULATED COPPER TUBE, SHALL BE B-LINE B3093 GALVANIZED STEEL WITH PIPE
SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE
FLOOR.
INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR
PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. SLOPE
STORM PIPING AT 1/8" PER FOOT. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB
END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE
BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP
"ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO
HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8
BEND" FITTINGS, OR 45 DEGREE "ELLS' (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y"
FITTINGS, INSTALL PIPE WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE
LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND
INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN BOARDS SET NOT MORE THAN 24'-0"
APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS.
CENTER SPIGOTS ACCURATELY IN BELLS FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND
UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND
SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES
AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO
MAINTAIN PROPER CLEARANCE. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY
ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING TENANT
CONNECTIONS INDICATED ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE
INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO
THAT AN ALTERNATIVE MAY BE DETERMINED.
ABOVE GROUND INSTALLATION FOR SOIL, WASTE AND STORM: INSTALL SOIL AND WASTE
PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND
NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. SLOPE STORM PIPING AT 1/8" PER
FOOT. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12" OF EACH
JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES
AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE
CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH
LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR
45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A
SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE
LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND
WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A
MANNER AS TO MAINTAIN PROPER CLEARANCE.
PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON
THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED
BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE.
GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING
SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL
CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND
FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE
DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT
FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN
ON THE DRAWINGS.
DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT
THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL
SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN
THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE
GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE
REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD
PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT
OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE.
15B PIPING SANITIZATION
SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN)
WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION
IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL
TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL
CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL.
15B PIPE AND VALVE MARKERS
PROVIDE MANUFACTURERS STANDARD PRE-PRINTED, SEMI -RIGID SNAP -ON OR PERMANENT
ADHESIVE, PRESSURE -SENSITIVE VINYL PIPE MARKERS. PIPE MARKERS SHALL BE COLOR -
CODED COMPLYING WITH ANSI A13.1.
INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM AND INCLUDE ARROWS TO SHOW
NORMAL DIRECTION OF FLOW.
LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN
OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS,
PLENUMS) AND EXTERIOR NON -CONCEALED LOCATIONS.
PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL
DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY -
FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN -
WATERING HOSE BIBBS, AND SHUT-OFF VALVES AT PLUMBING FIXTURES AND SIMILAR ROUGH -IN
CONNECTIONS OF END -USE FIXTURES AND UNITS.
15B PLUMBING SPECIALTIES
PROVIDE WATER -SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN
CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND
EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. EXPOSED TRAPS
IN FINISHED SPACES SHALL BE CHROME -PLATED BRASS.
PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER -SEALED SELF-CLEANING DESIGN. FULL "S"
TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE
DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS
THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH
TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB
SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP
PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS.
15B CLEANOUTS, FLOOR DRAINS
PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF
RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN
HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL AROUND, CONSULT
LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG
WITH TEFLON JOINT COMPOUND.
FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS.
FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT
POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET
IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES
CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES LARGER THAN 4",
DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION
AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS,
RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH -IN AND INSTALL EACH
FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION.
WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS
AT POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR
DOWNSPOUT STACK; AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET
NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT SPECIFIC
FIXTURE TYPES. INSTALL WALL CLEANOUTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED
WITHIN FOUR FEET OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE
WALL TO LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED. INSTALL CLEANOUTS ON
URINALS AND SINKS WHERE REQUIRED BY CODE.
15B VALVES, STRAINERS, HOSE BIBBS, AND UNIONS
PLUMBING SYSTEM VALVES SHALL BE DESIGNED FOR 125 PSI STEAM WORKING PRESSURE AND
200 PSI COLD WATER PRESSURE. INSTALL VALVES ON THE HOT AND COLD WATER LINES AT THE
WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS
SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE
INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. SUBMIT CERTIFICATION THAT
VALVES, FITTINGS AND SPECIALTIES COMPLY WITH NSF 61 ANNEX G AND / OR NSF 372. EXCEPT
FOR THE FOLLOWING: HOSE BIBBS, HYDRANTS, BACKFLOW PREVENTERS ISOLATING IRRIGATION
OR MECHANICAL MAKE-UP SYSTEMS, EMERGECNY MIXING VALVES AND TRAP PRIMERS.
BALL VALVES 2" AND SMALLER: (MAY BE USED IN LIEU OF GATE VALVES UP TO 2")CLASS 150,
TWO PIECE LEAD FREE CAST BRONZE BODY, WITH SWEAT ENDS, CHROME PLATED BRONZE BALL
WITH CONVENTIONAL PORT, 600 PSI, BLOW-OUT PROOF STEM BY APOLLO # 70-LF-200, HAMMOND
# U P8501, MILWAU KE E # UPBA-150.
THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES SHALL BE POWERS AS
DESCRIBED ON THE DRAWINGS OR EQUAL BRADLEY, LEONARD, LAWLER, SYMMONS OR WATTS
MEETING ASSE 1070 WITH LEAD FREE BRASS BODY, NON -CORROSIVE INTERNAL PARTS, TAMPER
RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS.
SET TEMPERATURE AS SCHEDULED ON THE DRAWINGS.
UNIONS: FERROUS UNIONS SHALL BE CRANE OR EQUAL, COMBINATION IRON AND BRASS,
GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE STREAMLINE OR EQUAL, CAST
BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE
UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT.
SWING CHECK VALVES 2" AND SMALLER: CLASS 125, LEAD FREE CAST BRONZE BODY AND WITH
SWEAT ENDS BY APOLLO # 163S-LF,MILWAUKEE #UP-1509, OR NIBCO # S-413-Y-LF. INSTALL IN
HORIZONTAL PIPE RUNS.
156 SYSTEM ACCESSORIES
THERMOMETERS SHALL BE AMERICAN 3" BI-METAL DIAL TYPE WITH SEPARABLE SOCKET, AND
SHALL BE INSTALLED WHERE INDICATED OR REQUIRED.
TRAP PRIMERS SHALL BE AS SPECIFIED ON THE DRAWINGS, PRECISION PLUMBING PRODUCTS
"PRIME RITE" OR EQUAL BY MIFAB OR SIOUX CHIEF WITH BRASS BODY AND INTEGRAL VACUUM
BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE
PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED.
ICE MAKER CONNECTION BOXES SHALL BE AS SPECIFIED ON THE DRAWINGS, GUY GRAY
#BIM875 OR APPROVED EQUAL, WITH 20 GAUGE STEEL BODY BODY, WALL FLANGE AND LEAD
FREE BRASS WATER CONNECTION.
15B PLUMBING FIXTURES AND EQUIPMENT
156 PLUMBING FIXTURES
FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR
QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN-
STANDARD OR APPROVED EQUAL BY CRANE, GERBER, KOHLER, SLOAN VALVE CO, TOTO-KIKI OR
ZURN. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY OR EQUAL BY JUST.
PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY
ACORN /AQUA, HALSEYTAYLOR OR HAWS. PROVIDE MOP SINKS AS SCHEDULED BY STERN-
WILLIAMS OR EQUAL BY ACORN ENGINEERING CO., FIAT OR FLORESTONE. PROVIDE
EMERGENCY EQUIPMENT AS SCHEDULED BY BRADLEY OR EQUAL BY CHICAGO, ENCON,
GUARDIAN, HAWS OR SPEAKMAN. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE
POSSIBLE.
FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND
INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY
CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES
SHALL BE CHROME -PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE.
VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT
HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER
RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES
SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE
SEALANT OF A MATCHING COLOR.
156 PLUMBING FIXTURE TRIM
FIXTURE P-TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS
TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME
PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND
TUBULAR OR ZURN.
156 WATER HEATER
WATER HEATER SHALL BE BY A.O.SMITH, BRADFORD-WHITE, LOCHINVAR, STATE, RHEEM OR
RUUD WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE ELECTRIC
GLASSLINED TANK TYPE COMPLETE WITH STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM
ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND ASME TEMPERATURE & PRESSURE
RELIEF VALVE. WATER HEATER SHALL BE UL LISTED AND MEET ASHRAE 90.1 B STANDARDS FOR
THERMAL EFFICIENCY AND STANDBY HEAT LOSS.
RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WITH
AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND
STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE
HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE
TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 210°F AND THE PRESSURE RELIEF
SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND
TERMINATE 6" ABOVE A FLOOR DRAIN.
VACUUM RELIEF VALVE: WATTS #N36 OR WILKINS #VR-10 WITH BRONZE BODY AND SILICON DISC.
VALVE SHALL OPEN AT 0.5"HG VACUUM AND BE RATED FOR 200 PSG WORKING PRESSURE AND
2507FTEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM
OF THE SHUTOFF AND CHECK VALVES.
RECIRCULATION PUMP: SHALL BE BY GRUNDFOS AS SCHEDULED ON THE DRAWINGS, 0R EQUAL BY
ARMSTRONG, B&G OR TACO, OF ALL BRONZE CONSTRUCTION WITH AQUASTAT AND / OR
TIMER.
EXPANSION TANK: EXPANSION TANK SHALL BE AS SCHEDULED ON THE DRAWINGS OR EQUAL BY
ARMSTRONG, BELL & GOSSETT, PROFLO, TACO, OR WATTS. UNIT SHALL BE CONSTRUCTED OF
WELDED CARBON STEEL, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR
PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE
DRAWINGS. CHARGE TANK WITH AIR PRESSURE EQUAL TO THE STATIC WATER PRESSURE.
PLUMP ENGINEERING INC.
CONSULTING ENGINEERS
STRUCTURAL, MECHANICAL, PLUMBING,
ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com
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Stamp:
City Of I Ut(Wile
BREAK ROOM
C/19/29
1227 Andover Park E
Tukwila, WA 98188
REVISIONS
FOR CITY SUBMITTAL
3/4/19
PLAN CHECK
4/22/2019
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Date:
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Project Number:
1809109
Sheet Title:
PLUMBING SPE
SHEET NUMBER
P402
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