HomeMy WebLinkAboutPermit PG15-0083 - MUSEUM OF FLIGHT - AIRPARK - ROOF DRAINSMUSEUM OF FLIGHT
9303 E MARGINAL WAY S
PG15-0083
City of Tukwila
• `` Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.eov
PLUMBING/GAS PIPING PERMIT
Parcel No: 5730000010 Permit Number: PG15-0083
Address: 9303 E MARGINAL WAY S Issue Date: 9/17/2015
Permit Expires On: 3/15/2016
Project Name: MUSEUM OF FLIGHT - AIRPARK
Owner:
Name:
KING CO MUSEUM OF FLIGHT
Address:
9404 E MARGINAL WAY S , SEATTLE,
WA, 98108
Contact Person:
Name:
GREG FOX Phone: (206) 730-2213
Address:
1128 EIGHTH ST, KIRKLAND, WA,
98033
Contractor:
Name: HOLMBERG COMPANY Phone: (425) 822-2233
Address: PO BOX 249, KIRKLAND, WA, 98083
License No: HOLMBC*066ME Expiration Date: 9/1/2017
Lender:
Name:
Address:
DESCRIPTION OF WORK:
INSTALL 50 NEW ROOF DRAINS
Valuation of Work: $83,000.00 Fees Collected: $1,036.76
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Permit Center Authorized Signature: Z Date: �S
z
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 grantin f this permit does not presume to give authority to violate or cancel the provisions of any other
state or loc I laws regulatin nstruction or the performance of work. I am authorized to sign and obtain this
developm nt permit an ree tpot e conditions attached to this permit.
Signature:_
Print Name:
Date:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 guage.
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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
8004 GROUNDWORK
1900 PLUMBING FINAL
8005 ROUGH -IN PLUMBING
CITY OF TUKWI
Community Development Department
Permit Center
• 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
SITE LOCATION
Plumbing/Gas Permit No. `j'(,I ( �
Project No.
Date Application Accepted:
Date Application Expires: ---1 /
(For office use only) r
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"
0 % King Co Assessor's Tax No.: 33 2lJ O 4 qO Iq
Site Address: 4; MPXZisi►.JF}L. t,..�PY S Suite Number: Floor:
Tenant Name: fix, ,tA rb-, of- New Tenant: ❑ .....Yes No
PROPERTY OWNER
Name: MlrtSetA.M OF T
Address:94o4 C mar \nab (,ja.L4 S
City: c5e ate `� State: WI; Zip:
CONTACT PERSON — person receiving all project
communication
Name: � r
Address:'
City: �I(Z�t'4iJD State: W Z�p9
6031
Phonea�� U ;22' Fax: AaS_
Email: GTV-6 CC- P H0LMBEV- • to
Valuation of Project (contractor's bid price): $ 83,D60
Scope of Work (please provide detailed information):
PLUMBING CONTRACTOR INFORMATION
Company Name: "6U m
Address: , , 2. 8 l"*1
T2E
City:
State: 1 ,44 Zip: 98033
Phone: 4
ax. 495- 82;t
Contr Reg No.:
Hatm �
Ex Date:
9-I-z
Tukwila Business License No.:
150 n&k.AJ t-06Pns-
Building Use (per Int'l Building Code): Ai2T- r.*t I f, eY / M soC- g
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Sewer:
H:\Applications\Forms-Applications On Line\2011 ApplicationsMumbing Permit Application Revised 8-9-1 Ldocx
Revised: August 2011
bh
Page 1 of 2
Indicate type of plumbing fixtures and/or, ,piping outlets being installed and the quantit} ow:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
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
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
PERMIT APPLICATION NOTES -
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
as
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the 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.
Print Name:
Date: T '02o2^.2d/s
Day Telephone: A 9S- 9 g da- as
Mailing Address: I 1 a P, 8l" SIR-EEi , �1 eICC.I� t�� t W R 9 AD -93
City State Zip
H:\Applications\Forms-Applications On Linet20I I Applications\Plumbing Permit Application Revised 8-9-1 l.docx
Revised: August 2011 Page 2 of 2
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DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$1,036.76
PG15-0083 Address: 9303 E MARGINAL WAY S
Apn: 5730000010
$1,036.76
PLUMBING
$996.88
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$765.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$199.38
TECHNOLOGY PEE
$39.88
TECHNOLOGY FEE
TOTAL1
R000.322.900.04.00
0.00
$39.88
Date Paid: Wednesday, July 22, 2015
Paid By: GREG FOX
Pay Method: CREDIT CARD 602525
Printed: Wednesday, July 22, 2015 11:00 AM 1 of 1 II
LSYS7EM5
i(6
INSPECTION RECORD
Retain a copy with permit S�04'F
INSP_ . ION NO. PERMIT NO.
CITY OF TUKWIL.A BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Proj t:
Type of In Rection:
1-(
A4130: kat w
Date Called:
Special Instructions:
ate Wanted: a.m.
p.m.
Requester:
Phone No:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection.
Ice
INSPECTION RECORD d
Retain a copy with permit h6.I 8
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA (BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43173670
Permit Inspection Request Line (206) 438-9350
Pr 'erst:
Type Inspect 'on-_r
Address: I
Date Calle
Speciallnstructions:
�Q� J t
Dzfte anted: a.m.
P.M.
Requester:
Phone No:
Inspector: Date:1,7 -aq,, 6
❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection.
r In INSPECTION RECORD pp
Retain a copy with permit `& IS - 0083
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pro'e�t:
l (
Type�f inspection,
Ci 4!
Address:
30 3 1, AO- « ( (41 a
Date Call :
Special Instructions:
Date Wa ted: a.m.
�2 (S� p.m.
Re nester: f
3t754�(CGF , �Gvt bLitr
Phone No:
Inspector: DatC�—
El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Roof Drainage Calculations
South Roof
11
21
31
41
51
6
7
8
9
301
Ill
121
131
14
151
161
171
181
191
20
21
127.12 Roof Depth 9t
66.5"
cos(4.724)
0.9966
Downspout Spacing
25.25
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
10.33
7.00
5.16
457.24 Roof Width 82
113.5°
sin(66.5)
0.9171
Width of roof served by downspout
36.63
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
22.75
2175
22.75
22.75
22.75
16.54
8.67
8.66
e3
61.776°
sin(61.776)
0.8811
Area of roof served by downspout'
4656
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2892
2103
1101
1101
58124 Area of Roof 64
118.224°
sin(113.5)
0.9171
30694 SF
27441 SF
+ 21= 2768
1) Area is determined by multiplying the
width of roof
served by
downspout by roof depth
North Roof
1
21
31
4
5
61
71
8
9
10
11
12
13
14
15
16
17
18
191
201
211
221
23
24 25 26 27 28
29
Downspout Spacing
9.09
17.44
16.09
7.61
23.67
23.68
15.50
8.19
23.67.
23.67
16.09
7.60
23.64
23.72
15.76
7.94
23.67
15.35
8.34
15.36
8.32
23.67
14.96
8.74 15.08 8.61 23.67 23.67
12.54
10.58
Width of roof served by downspout'
17.81
16.77
11.85
15,64
23.67
19.59
11.85
15.93
23.67
19.88
11.85
15.62
23.68
19.74
11.85
15.80
19.51
11.84
11.85
11.84
16.00
19.32
11.85
11.91 11.85 16.14 23.67 18.10
16,85
475.91
FT
Width of roof served by downspout'
17.11
16.11
11.39
15.03
22.74
18.82
11.38
15.31
22.74
19.10
11.38
15.00
22.75
18.96
11.38
15.18
18.74
11.38
11.39
11.38
15.37
18.56
11.38
11.44 11.38 15.51 22.74 17.39
16.19
457.24
FT
Depth of roof served by downspout'
160.55
163.68
164.75
166.16
168.30
170.07
171.14
172.58
174.72
176.52
177.59
179.00
181.14
182.92
183.99
185.42
187.18
188.25
189.32
190.39
191.84
193.58
194.65
195.73 196.80 198.26 200.39 202.03
203.55
Area of roof served by downspout'
2544
2426
1728
2304
3529
2945
1794
2437
3663
3102
1861
2478
3797
3190
1928
2594
3227
1970
1982
1994
2716
3304
2038
2059 2062 2834 4196 3235
1511
75447
SF
34607
SF
40840 SF
- 29 =
2602
1) North roof is an irregular quadrilateral; therefore each roof section has two width measurements; as taken along the north ledge and as taken along the south ridge. This length represents the north ledge.
2) North roof is an irregular quadrilateral; therefore each roof section has two width measurements; as taken along the north ledge and as taken along the south ridge. This length represents the south ridge.
3) North roof is an irregular quadrilateral; therefore each roof section has two depth measurements: as taken along the west side and as taken along the east side, which, consequentally, is the west side measurement for the next roof section.
4) North roof is an irregular quadrilateral; therefore each roof section's area is calculated by taking 1/2•depth'Width2•sin(9')+1/2•depth'•Width'sin(93)
.475.91.f1. -
457.241t
t73.5
359964 <v�
i/$TtiSt�'
)nret.ti�G
�IRES 6 Z5 16
CORRECTION
LTR#_�_
PG 1&-C)o603
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 15 2015
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
AUG 12 2015
PERMIT CENTER
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
2/2/2016
GREG FOX
1128 EIGHTH ST
KIRKLAND, WA 98033
RE: Permit No. PG15-0083
MUSEUM OF FLIGHT - AIRPARK
9303 E MARGINAL WAY S
Dear Permit Holder:
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 3/20/2016.
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 3/20/2016, 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,
Rachelle Ripley
Permit Technician
File No: PG15-0083
6300 Southcenter Boulevard Suite 4100 • Tukwila, Washington 98188 • Phone 206-431-3670 e Fax 206-431-3665
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
August 18, 2015
GREG FOX
1128 EIGHTH ST
KIRKLAND, WA 98033
RE: Correction Letter # 2
PLUMBING/GAS PIPING Permit Application Number PG15-0083
MUSEUM OF FLIGHT - AIRPARK - 9303 E MARGINAL WAY S
Dear GREG FOX,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp,
not copied) by Washington State licensed architect, structural engineer or civil engineer.
(BUILDING REVIEW NOTES)
1. Previous memo requested "All documentation and plans provided by the engineer or design professional shall
have wet stamp and signatures, electronic copies shall not be approved." The matrix table is provided with the
engineer's wet stamp/signature; however the plans submitted have electronic copies of stamp and signatures.
Provide plans with wet stamp and signature on each sheet.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
c
Bill Rambo
Permit Technician
File No. PG15-0083
6300 Snuthrvntor Rrnilnvnrd .Quito 3ilnn • Trikuiiln Wnchinotnn 9R1RR a Phnno ?06-d31-3670 • Fnr ?nos-d7l-a665
inventrix
RECEIVED
August 10, 2015 AN 12 2015
Greg Fox
Holmberg Company
1128 81h Street
Kirkland, WA 98033
Project: MOF Covered Airpark
Re: Plumbing Permit Review Response
Copy To: Elias Gardner; Nathan Messmer; Jenna Shope; Patrick Strobridge
Greg,
Included in this package are:
• The City of Tukwila Revision Submittal Response for Permit Number PG15-0083
• (4) Calculation matrix for the sizing of roof drainage, wet stamped as requested by the
City of Tukwila Permit Center
Sincerely,
Emily Bettridge
CORRECTIOftI
LTR#_� RECEIVED
CITY OF TUKWILA
AUG 12 2015
T'G Is OD 03
PERMIT CENTER
911 Western Ave., Ste. 406, Seattle, WA 98104 1206.515.4004 1 www.inventrixeng.com
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
July 24, 2015
GREG FOX
1128 EIGHTH ST
KIRKLAND, WA 98033
RE: Correction Letter # 1
PLUMBING/GAS PIPING Permit Application Number PG15-0083
MUSEUM OF FLIGHT - AIRPARK - 9303 E MARGINAL WAY S
Dear GREG FOX,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these
comments.
• (GENERAL NOTE)
PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 2406; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp,
not copied) by Washington State licensed architect, structural engineer or civil engineer.
(BUILDING REVIEW NOTES)
1. Provide a matrix table or similar to show the calculations for sizing of roof drain system per rain fall for this
region. Show drain pipes sized to meet the total capacity of water flow at various collection and disbursement
points. (2012 UPC D 4,0 & Appendix TABLE D 1.1)
2. All documentation and plans provided by the engineer or design professional shall have wet stamp and
signatures, electronic copies shall not be approved.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-433-7165 .
Sipcerely,
Rachelle ipley
Permit Technician
File No. PG15-0083
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98788 • Phone 206-4.31-3670 • Fax 206-4.31-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG15-0083 DATE: 09/03/15
PROJECT NAME: MUSEUM OF FLIGHT
SITE ADDRESS: 9303 E MARGINAL WAY
Original Plan Submittal Revision #
X Response to Correction Letter # 2 Revision #,
DEPARTMENTS:
"0 Ali a a
Building Division EN
Public Works ❑
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
before Permit Issued
after Permit Issued
Fire Prevention ❑ Planning Division ❑
Structural ❑ Permit Coordinator ❑
DATE: 09/08/15
Structural Review Required ❑
DATE: k.
DUE DATE: 10/06/15
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERW COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG15-0083 DATE: 08/12/15
PROJECT NAME: MUSEUM OF FLIGHT
SITE ADDRESS: 9303 E MARGINAL WAY S
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
As coftfL ��'`'�
Building Division Fire Prevention ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 08/18/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 09/15/15
Approved ❑ Approved with Conditions ❑
Corrections Required �f— Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg— Fire ❑ Ping ❑ PW ❑ Staff Initials: Or
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG15-0083
DATE: 07/22/15
PROJECT NAME: MUSEUM OF FLIGHT - AIRPARK
SITE ADDRESS: 9303 E MARGINAL WAY S
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
V* m 1/4
Building Division 13 Fire Prevention ❑ Planning Division ❑
Alic �4� 'A
Pu Works Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 07/23/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 08/20/15
Approved ❑ Approved with Conditions ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
Denied ❑
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
4"111�
Departments issued corrections: Bldg - Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.g_ov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 9- e;F- go/!5 Plan Check/Permit Number: 76rli�; - Vd 8 3
Response to Incomplete Letter #
Response to Correction Letter # I RECENM
Revision # after Permit is Issued AITV OF TUK"tA
Revision requested by a City Building Inspector or Plans Examiner SEP 0 2 2015
Project Name: Muse im OF ya (-r"-r
Project Address: L'( tO '�S F- ( P&Cn�n,)A L W fiY
Contact Person:�G&=L& "FO is Phone Number:
Summary of Revision:
z scrs o-v-- we-r- -�oz!,� I; -
Sheet Number(s): To. l 20.
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
❑ Entered in Permits Plus on
H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc
Revised: Mav 2011
tc)
.1908
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite # 100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: htU2://lvwit-.ci.itrkivila.iva.7is
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the snail, fax, etc.
Date: 7/30/2015
❑ Response to Incomplete Letter #
Plan Check/Permit Number: PG15-0083
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: MUSEUM OF FLIGHT - AIRPARK
Project Address: 9303 E MARGINAL WAY S
Contact Person: GREG FOX Phone Number: 425-822-2233
Summary of Revision: Building Review Notes
#1: Roof drainage calculations matrix provided as attachment to review response
@elf 4FTUK
Sheet Number(s):
"Cloud" or highlight all areas of revision including llr revisi yn
Received at the City of Tukwila Permit lCenter by:
---Entered in TRAKiT on
\applications\tornis-applications on line`•.revision submittal
Created: 8-13 2004
Revised:
HOLMBERG COMPANY
Page 1 of 2
Home lnicio En Espafiol Contact
Safety
HOLMBERG COMPANY
Owner or tradesperson
Principals
WHITE, JEFF K, PRESIDENT
BAILOR, WADE WAYNE, VICE PRESIDENT
TOBIN, MARK ALLEN, SECRETARY
HOLMBERG, A PHER, VICE PRESIDENT
(End: 07/30/2015)
WHITE, DIANA, SECRETARY
(End: 07/30/2015)
HOLMBERG, KANDICE K, SECRETARY
(End: 07/30/2015)
VARRIANO, JON S, TREASURER
(End: 07/30/2015)
Doing business as
HOLMBERG COMPANY
Search L&1 _ —7
A-Z.iudex Help :blysecurc 1,&1
Claims & Insurance Workplace Rights Trades & Licensing
1128 8TH STREET
KIRKLAND, WA
425-822-2233
KING County
WA UBI No. Business type
174 003 387 Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
...._..._......_.....................................................
Meets current requirements.
License specialties
GENERAL
License no.
HOLMBC`066ME
Effective — expiration
07105/1994— 09/01/2017
Bond
.................
HANOVER INSURANCE COMPANY THE
$12,000.00
Bond account no.
1959086
Received by L&I
Effective date
07/18/2011
09101 /2011
Expiration date
Until Canceled
Bond history
Insurance
..............................
American Fire & Casualty Co $1,000,000.00
Policy no.
BKA55653106
Received by L&I Effective date
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=174003387&LIC=HOLMBC*066ME&SAW= 9/17/2015
I
HYDRONICS ANNOTATION
B-#
BOILER NUMBER (B-1)
ET-#
EXPANSION TANK NUMBER (ET-1)
PLUMBING ANNOTATION
P#
PLUMBING FIXTURE ITEM NUMBER (P1)
#"FD-#
FLOOR DRAIN SIZE AND TYPE (2"FD-1)
#"FS-#
FLOOR SINK SIZE AND TYPE (2"FS-1)
#"RD- #
ROOF DRAIN SIZE AND TYPE (2"RD-1)
REFRIGERANT ANNOTATION
CU-#
CONDENSER UNIT NUMBER (CU-1)
STEAM ANNOTATION
B-#
BOILER NUMBER (BLR-1)
HVAC ANNOTATION
AHU-#
AIR HANDLING UNIT NUMBER (AHU-1)
AT-#
ATTENUATOR NUMBER (AT-1)
EF-#
EXHAUST FAN NUMBER (EF-1)
ERV-#
ENERGY RECOVERY VENTILATOR NUMBER (ERV-1)
F-#
FAN NUMBER (F-1)
FCC#
FAN COIL NUMBER (FC-1)
FH-#
FUME HOOD NUMBER (FH-1)
HRU-#
HEAT RECOVERY UNIT NUMBER (HRU-1)
HP-#
HEAT PUMP NUMBER (HP-1)
L-#
LOUVER NUMBER (L-1)
RC-#
ROOF COWL NUMBER (RC-1)
RF-#
RETURN FAN NUMBER (RF-1)
RTU- #
ROOF TOP UNIT NUMBER (RTU-1)
SF-#
SUPPLY FAN NUMBER (SF-1)
TU-#
AIR TERMINAL UNIT (TU-1)
UH-#
UNIT HEATER NUMBER (UH-1)
VAV- #
VARIABLE AIR VOLUME NUMBER (VAV-1)
NOTE:
SYMBOLS AND ABBREVIATIONS ON THE DRAWINGS SHALL BE INTERPRETED IN
ACCORDANCE WITH THE LEGENDS WHEREVER APPLICABLE. NOT ALL SYMBOLS
AND ABBREVIATIONS IN THE LEGENDS ARE NECESSARILY USED FOR THE
PROJECT.
ti
LO
cY)
ti
uO
t-
0
N
CO
GENERAL ABBREVIATIONS
AFF
ABOVE FINISH FLOOR
AFG
ABOVE FINISH GRADE
Cl
CAST IRON
CFM
CUBIC FEET PER MINUTE
CIRC
CIRCULATION
CLG
CEILING
CID
CHROME PLATED
DIV
DIVISION
DWG
DRAWING
FPM
FEET PER MINUTE
FT
FEET
GA
GAUGE
IN
INCHES
MAX
MAXIMUM
MFR
MANUFACTURER
MIN
MINIMUM
MNT
MOUNT(ED)
NC
NORMALLY CLOSED
NO
NORMALLY OPEN
OBVD
OPPOSED BLADE VOLUME DAMPER
OSA
OUTSIDE AIR
PSI
POUNDS PER SQUARE INCH
PSF
POUNDS PER SQUARE FOOT
SP
STATIC PRESSURE
SS
STAINLESS STEEL
TYP
TYPICAL
VEL
VELOCITY
W/
WITH
W/IN
WITHIN
W/o
WITHOUT
WC
WATER COLUMN
0
DIAMETER
-
FLAT OVAL
(D)
DEMO
(E)
EXISTING
GENERAL PLUMBING ABBREVIATIONS
CO
CLEAN -OUT
COIW
CLEAN -OUT IN WALL
COTF
CLEAN -OUT TO FLOOR
COTG
CLEAN -OUT TO GRADE
FPWH
FREEZE PROOF WALL HYDRANT
GPM
GALLONS PER MINUTE
GTV
GAS TANK VENT
IE
INVERT ELEVATION
IW
INDIRECT WASTE
PRV
PRESSURE REDUCING VALVE
RPBP
REDUCED PRESSURE
BACKFLOW PREVENTER
SV
SUMP VENT
VTR
VENT THRU ROOF
GENERAL PIPING ABBREVIATIONS
HPGR HIGH PRESSURE GAS REFRIGERANT
LPGR LOW PRESSURE GAS REFRIGERANT
LR LIQUID REFRIGERANT
GENERAL HVAC ABBREVIATIONS
EXH
EXHAUST AIR
RA
RETURN AIR
OSA
OUTSIDE AIR
SA
SUPPLY AIR
TA
TRANSFER AIR
LEGENDS
GENERAL LINEWEIGHT LEGEND
EXISTING TO REMAIN
NEW WORK
- - - - - - DEMOLITION
FUTURE WORK
GENERAL PLUMBING/PIPING LEGEND
DIRECTION OF FLOW
FIRE PROTECTION LEGEND
F FIRE
DSP DRY STAND PIPE
FDC FIRE DEPARTMENT CONNECTION PIPE
FUEL LEGEND
FOS
FUEL OIL SUPPLY
FOR
FUEL OIL RETURN
GASOLINE FUEL
GF
DF
DIESEL FUEL
LP
PROPANE
FV
FUEL VENT
HYDRONICS LEGEND
CWS
CHILLED WATER SUPPLY
CHILLED WATER RETURN
CWR
PCWS
PRIMARY CHILLED WATER SUPPLY
PCWR
PRIMARY CHILLED WATER RETURN
SCWS
SECONDARY CHILLED WATER SUPPLY
SCWR
SECONDARY CHILLED WATER RETURN
TCWS
TERTIARY CHILLED WATER SUPPLY
TCWR
TERTIARY CHILLED WATER RETURN
HWS
HEATING WATER SUPPLY
HWR
HEATING WATER RETURN
PHWS
PRIMARY HEATING WATER SUPPLY
PHWR
PRIMARY HEATING WATER RETURN
SHWS
SECONDARY HEATING WATER SUPPLY
SHWR
SECONDARY HEATING WATER RETURN
PC
PUMPED CONDENSATE
CD
CONDENSATE DRAIN
CDs
CONDENSER WATER SUPPLY
CDR
CONDENSER WATER RETURN
INDUSTRIAL LEGEND
A
AIR
ACT
ACETYLN
TM
TRI-MIX
ARGON
ARG
H
HYDROGEN
HE
HELIUM
LAB/MEDICAL LEGEND
DISTILLED WATER
DW
DI
DEIONIZED WATER
MA
MEDICAL AIR
02
OXYGEN
CO2
CARBON DIOXIDE
NITROGEN
N2
N20
NITROUS OXIDE
VACUUM
VAC
RO
REVERSE OSMOSIS
PLUMBING LEGEND
CW
DOMESTIC COLD WATER
HW
DOMESTIC HOT WATER
RW
DOMESTIC RECIRCULATED WATER
V
VENT (ABOVE FLOOR)
W
WASTE (ABOVE FLOOR)
IW
INDIRECT WASTE (ABOVE FLOOR)
ODL
OVERFLOW DRAIN LINE
RDL
ROOF DRAIN LINE
SD
STORM DRAIN
SAN
SANITARY SEWER
G
NATURAL GAS (7" WC, UNLESS OTHERWISE
SCW
SOFT COLD WATER
SHW
SOFT HOT WATER
DW
DEIONIZED WATER
(°F)
TEMPERED WATER AT °F SHOWN
LSP
LANDSCAPE SPRINKLER SUPPLY
GW
GREASE WASTE
AR
ACID RESISTANT WASTE
AR
ACID RESISTANT VENT
KCWS
KITCHEN CHILLED WATER SUPPLY
KCWR
KITCHEN CHILLED WATER RETURN
REFRIGERANT LEGEND
RS
REFRIGERANT PIPING SUPPLY
RR
REFRIGERANT PIPING RETURN
STEAM LEGEND
HPS
HIGH PRESSURE STEAM
HPC
HIGH PRESSURE STEAM CONDENSATE
MPS
MEDIUM PRESSURE STEAM
MPC
MEDIUM PRESSURE STEAM CONDENSATE
LIPS
LOW PRESSURE STEAM
LPC
LOW PRESSURE STEAM CONDENSATE
STM
STEAM
SYMBOLS
GENERAL SYMBOLS
® KEY NOTE
® REVISION
@):DETAIL
DETAIL NUMBER
REFERENCE
SHEET NUMBER
THIS SHEET #
rrSHT
NXTSHT MATCH LINE REFERENCE
MATCHED SHEET #
DIFFUSER SIZE
DIFFUSER TYPE
10x10-S2 DIFFUSER OR REGISTER/GRILLE
250R INFORMATION
\���ttt—;;;FM VALUE
# CONNECTION TO EXISTING
(#" INDICATES EXISTING SIZE)
IDENTITY TEXT
EQUIPMENT TAG
UNIT NUMBER
SECTION NUMBER
4�:SE:CTION REFERENCE
SHEET NUMBER
GENERAL PLUMBING/PIPING SYMBOLS
01 ELBOW UP
C—I ELBOW DOWN
KN TEE UP
Fai TEE DOWN
FG1 RISE/DROP IN PIPE
T_q ELBOW FITTING
I -I TEE FITTING
CROSS FITTING
p CONCENTRIC REDUCERIINCREASER
W ECCENTRIC REDUCER/INCREASER
III UNION
-E}- EXPANSION JOINT
-0- FLEXIBLE CONNECTION
PIPE ANCHOR
PIPE GUIDE
CAP
m THERMOMETER
Fr
FLOW SWITCH
U
® THRUST RESTRAINT
PIPE BREAK
®
CIRCULATING PUMP
(POINTS IN DIRECTION OF FLOW)
PRESSURE GAUGE
h4
VALVE
(AS INDICATED OR SPECIFIED)
VALVE IN RISER
CHECK VALVE
[�
PRESSURE & TEMPERATURE
RELIEF VALVE
p6 PRESSURE REDUCING VALVE
(POINTS TOWARDS LOW PRESSURE)
S
SOLENOID VALVE
HOSE BIBBMALL HYDRANT
® CIRCUIT SETTER
Dd�1�D4 REDUCED PRESSURE BACKFLOW PREVENTOR
(RPBP)
FIRE PROTECTION SYMBOLS
— b
FIRE DEPARTMENT CONNECTION (PEDESTAL)
FIRE HYDRANT
D�1
POST INDICATOR VALVE
o
SPRINKLER HEAD (UPRIGHT)
®
SPRINKLER HEAD (PENDANT)
®
SPRINKLER HEAD (WET SIDE WALL)
c
SPRINKLER HEAD (DRY SIDE WALL)
HYDRONICS SYMBOLS
%'4� STRAINER
TU
-PRESSURE SWITCH
TWO-WAY CONTROL VALVE
THREE-WAY
MODULATING CONTROL VALVE
Q AIR VENT
Cl VENTURI
AIR SEPARATOR
FLOOR SINK
WATER HAMMER ARRESTER
PLUMBING SYMBOLS
Q ROOF DRAIN
I I CLEAN -OUT (BELOW)
10 CLEAN -OUT (FLUSH TO FLOOR OR GRADE)
0 FLOOR DRAIN
STEAM SYMBOLS
-Cl- TRAP SET (AS SPECIFIED)
# INDICATES TRAP TYPE
HVAC SYMBOLS
NEW DUCTWORK
EXISTING DUCTWORK
DUCTWORK TO BE REMOVED
INTERNAL INSULATION
12"x8" RECT. DUCT SIZE (WIDTHxDEPTH)
12"0 CIRCULAR DUCT DIAMETER
24"x18"O OVAL DUCT SIZE (WIDTHxDEPTH)
s
W,W
FIRE/SMOKE DAMPER
s
SMOKE DAMPER
SMOKE DAMPER
l
f MOTORIZED OR CONTROL DAMPER
�a DUCT SECURITY GRILLE
® RECT. SUPPLY DUCT (SECTION)
RECT. RETURN DUCT (SECTION)
® RECT. EXHAUST DUCT (SECTION)
ROUND SUPPLY DUCT (SECTION)
ROUND RETURN DUCT (SECTION)
ROUND EXHAUST DUCT (SECTION)
Z DUCT LINE BREAK
FLEXIBLE DUCT
0 FLEXIBLE CONNECTION
TURNING VANES
AIR SPLIT TAKEOFF
VOLUME DAMPER
SIDEWALL DIFFUSER
LOUVER
QT
THERMOSTAT
CO
CARBON MONOXIDE SENSOR
CO
CARBON DIOXIDE SENSOR
®
RECTANGULAR DIFFUSER
®
RECTANGULAR REGISTERIGRILLE
LINEAR DIFFUSER
®
CIRCULAR DIFFUSER
FILE COPY rv\��F
Permit No. VU
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Recc!,�t
of approv - Field y a d conditions is ,cl:nuvvi'adged:
By;
Date:
City of Tl kvda
BUILDING DIVISION
REVISES
No changes shall be made to #W. scups.
of work withourt prior approval of
TuW lla Building Division.
tioTe- Revis€ons vira require a new plan sLtafflal
and may inr',ude additionel plan Levi
EPARATE PeRIMIT
REQUIRED FOR:
I�l'taniCal
Electrical
Q Plumbing
P-das Piping
City of Wa*41a
i � v
CITY OF %KWILA
SEP 0.2 2015
PERMIT CENTER
SRG PARTNERSHIP, INC
110 UNION, SUITE 300
SEATTLE, WA 98101
206 973 1700
SRGPARTNERSHIP.COM
1111VCntLnx
�rfr
ter.
_yam;
r
Building Permit
Drawing Title
LEGENDS & ABBREVIATIONS
Drawing scales indicated
apply to 36" x 48" drawing
sheets. Scale may not be
accurate if drawing plots
are
less than this size.
Revisions
No. Description Date
REVIEIAED FOR
CODE COMPLIANCE
APPROVED
SEP 15 2015
City Of Tul-�Wila
E3UILDI1\11G DIVISIUNI
Drawn by
BAA
Checked by
PTS
Date
1/26/2015
Project No
214012
Consultant Project No
1449
Owner Project No
I
Section 22 00 00 General Plumbing Requirements
Part 1 General
1.1 Scope of Work
A. It is intended for the Division 22 scope of work to include complete and functional plumbing systems - including all required
materials, labor, equipment, and services necessary to achieve the desired final product. It is further intended for the
Division 22 scope of work to include coordination with Divisions 21 and 23 and all work required by Division 22 for
complete Fire Protection and HVAC systems.
1.2 Revision to Division Numbering
A. These documents have been revised to reflect new numbering standards. All Mechanical documents were previously
contained within Division 15. These documents have now been divided into Fire Protection, Plumbing and HVAC and
renumbered as Divisions 21, 22 and 23, respectively.
1.3 Coordination of Divisions 21, 22 and 23.
A. Divisions 21, 22 and 23 are used to communicate the requirements for the total Mechanical scope of work. It is intended
for these three Divisions to serve as a single document, communicating the Mechanical scope of work.
1.4 References
A. Division 00 and Division 01 of these specifications shall govern Division 22 work, including Bidding Requirements,
Conditions of the Contract, and Supplementary Conditions. It is the Division 22 Contractor's responsibility to be aware of
all information and requirements included in these locations, and to include those requirements as part of the Division 22
scope of work.
B. It shall be understood by the Division 22 Contractor that the Division 22 scope of work is intended to involve a coordinated
effort with all other Divisions of work. Refer to other sections of the documents for additional related requirements and to
ensure a coordinated effort.
C. References to industry standards, testing procedures, etc. are noted in individual sections of these specifications. The
n idered art of the re uirements of these
h r ferenced documents shall be co s
re uirements and s
tandards from t e e
P q
q
specifications.
D. This section applies to all Division 22 work. The Division 22 Contractor shall ensure that all Division 22 work described
throughout other specification sections and on the drawings is in accordance with this section.
d ry s a sin le document and each
Divi ion 22 information is intende to se e a
E. It shall be understood by the Contractor that the s g ,
section of these specifications directly or indirectly relates to all other sections. As such, each section does not attempt to
identify every other Division 22 section that is related. Significant references to information outside of Division 22 are,
however, occasionally provided for informational purposes. This information is provided to assist in coordination, but the lack
of a reference to another portion of the Contract Documents does not relieve the Contractor of the responsibility for
coordination with other sections of Division 22 and all other trades.
1.5 Definitions
A. The following definitions shall apply to the use of these words when used in Division 22. These definitions are not intended to
define use of these words outside of Division 22.
B. Acceptance: The Owner's assumption of ownership of the plumbing system.
C. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by
building occupants but subject to outdoor ambient temperatures. Examples include installations within unheated shelters.
D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants.
Examples include above ceilings and in duct shafts.
E. Contractor (The Contractor, This Contractor, Division 22 Contractor, etc.): The contractor responsible for the Division 22
scope of work.
F. Date of Acceptance: The official date when Acceptance occurs. This will coincide with the granting of Substantial
Completion unless noted otherwise by the Owner's Representative. It shall not be assumed that the Date of Acceptance has
deviated from Substantial Completion unless written documentation is provided by the Owners Representative indicating
differently.
G. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather
conditions. Examples include rooftop locations.
H. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical
equipment rooms.
I. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts,
unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.
J. Mechanical: Shall refer in a consolidated manner to and be interchangeable with "Divisions 21, 22 and 23".
K. Plumbing: Shall be considered interchangeable with "Division 22".
L. Owner's Representative: The Architect or his designated representative, as outlined in the General Conditions.
M. Provide: Furnish and install.
1.6 Abbreviations
A. The following are industry abbreviations used in these specifications: ABS: Acrylonibile-butadiene-styrene plastic; ASJ: AII-
service jacket; BR: Butyl rubber, Buna-N: Nitrile rubber, CPVC: Chlorinated polyvinyl chloride plastic; CR:
Chlorosulfonated polyethylene synthetic rubber; CSM: Chlorosulfonyl-polyethylene rubber, CWP: Cold working pressure;
DDC: Direct digital control; DOP: Dioctyl phthalate or bis-(2-ethylhexyl) phthalate; EMCS: Energy Management and Control
System; EPDM: Ethylene-propylene-diene terpolymer rubber; FOG: Fats, oils, and greases; FRP: Fiberglass -reinforced
plastic; FSK: Foil, scrim, kraft paper; FSP: Foil, scrim, polyethylene; HDPE: High -density polyethylene plastic; HEPA:
High -efficiency particulate air, 110: Input/output; LLDPE: Linear, low -density polyethylene plastic; MS/TP: Master
slave/token passing; MSS: Manufacturers Standardization Society for The Valve and Fittings Industry Inc.; NBR:
Acrylonitrile-butadiene rubber, NC: Noise criteria; NR: Natural rubber; NUSIG: National Uniform Seismic Installation
Guidelines; PE: Polyethylene plastic; PEX: Crosslinked polyethylene plastic; PC: Personal computer, PID: Proportional
plus integral plus derivative; PMMA: Polymethyl methacr late (acrylic) plastic; PP: Polypropylene plastic; PTFE:
Polytetrafluoroethylene plastic; PUR: Polyurethane plastic; PVC: Polyvinyl chloride plastic; PVDC: Polyvinylidene chloride;
RC: Room criteria; RTD: Resistance temperature detector; SSL: Self-sealing lap; SWP: Steam working pressure; TFE:
Tetrafluoroethylene plastic; TPE: Thermoplastic elastomer, ULPA: Ultra low penetration air.
1.7 Applicable Codes
A. Division 22 work shall be performed in accordance with applicable codes and standards as adopted by the authorities having
jurisdiction including amendments. Following is a listing of major codes and standards, the requirements of which shall be
considered part of the scope of this project. This list should not be considered comprehensive, and codes or standards not
included in this list should not be considered to be excluded from the scope of the project.
. 1. Americans with Disabilities Act (ADA)
2. Applicable State and Local Codes and Ordinances
3. National Electrical Code
4. International Building Code
5. Intemational Fire Code
6. International Mechanical Code
7. Uniform Plumbing Code
8. Washington State Non -Residential Energy Code
9. Washington State Indoor Air Quality Code
10. Washington State Boiler and Unfired Pressure Vessel Code.
1.8 Permits and Fees
A. All permits and inspections required to complete the Division 22 scope of work shall be included in the Division 22 bid price.
All certifications provided as part of the permit and inspection process shall be provided to the Owner as part of the Division
22 scope of work as specified in these documents.
B. All fees required by utility providers shall be included in the Division 22 bid price, including water, gas, sanitary sewer, and
storm sewer connections. This shall include all charges to the project by these agencies, including but not limited to general
fees, equipment charges (meters, vaults, etc.), tap fees, and utility main installation charges.
1.9 Scope and Appropriate Use of Bid Documents
A. These specifications and accompanying drawings are intended to communicate the design concept for this project and
outline the scope of work. They should not be viewed as a comprehensive document that details every specific task, item, or
piece of equipment required to complete the project. It is understood that industry knowledge and experience is required to
establish an accurate and complete scope of work from these documents, and it is assumed that the Division 22 Contractor
possesses that knowledge and experience. Work not specifically noted in these specifications or the accompanying
drawings, but which is required to complete the project, shall be included by the Division 22 Contractor as part of his scope
of work.
B. These specifications and the accompanying drawings are intended to supplement each other. Information included in either
one shall be incorporated into the project as if included in both. In the event of any conflicts, the most stringent requirements
shall be considered the governing scope of work until and unless clarification can be obtained by the Contractor.
C. In the event of dimensional discrepancies between Division 22 documents and other disciplines, Architectural and Structural
documents take precedence over Division 22. Refer to this information for sufficient understanding to the extent that it
impacts the Division 22 scope of work.
D. Drawings are intended to indicate the general arrangement of piping, ductwork, equipment and other components of Division
22 systems. They shall be followed as closely as possible, but shall be considered diagrammatic in nature. They are not
intended to show every component, fitting, offset, etc. Components, fittings, offsets, etc. as required to meet the intent of the
documents and to achieve coordination with other trades shall be included in the Division 22 scope of work. Note that more
detailed information about routing may be provided for certain areas of the project where special constraints exist. It is the
intent of this detailed information to better communicate the constraints, but these drawings and details shall still be
considered diagrammatic in nature as outlined above.
1.10 Routing and Locations
A. It is the Contractor's responsibility to coordinate equipment locations and system routing with available space and with all
other trades.
B. It is the Contractors responsibility to coordinate and verify the exact locations and routing of equipment and systems prior to
fabrication and installation. If discrepancies become apparent as part of the verification process, the Contractor shall ask for
written clarification/direction. Alteration, removal and/or replacement of work already installed as a result of failure to verify
and/or coordinate locations and routing prior to fabrication and/or installation shall be at the Contractors expense.
C. Locations of equipment shown on the drawings are approximate unless specifically dimensioned.
D. All ductwork, piping, tubing, conduit, etc. shall be concealed within building construction unless noted otherwise. Mechanical
rooms are considered to be within building construction for the purposes of this requirement.
E. Existing utilities, piping, and ductwork have been indicated as closely as possible. The Contractor can assume that points of
connection to existing utilities have been shown within 10 feet (3 meters) of the actual location. When actual points of
connection are more than 10 feet (3 meters) from the location shown on the drawings, the Contractor shall notify the Owners
Representative prior to commencing this portion of the work.
F. The Contractor is responsible for any remedial work required from failure to locate and preserve underground utilities. This
shall include all work necessary to repair any damaged utilities to their original condition.
1.11 Scheduling
A. It is understood that while drawings are to be followed as closely as circumstances permit, the Contractor shall be
responsible for installation of systems according to the true intent and meaning of Contract Documents. Anything not clear or
in conflict will be explained by making application to Owners Representative. The Contractor shall familiarize himself with his
scope of work as well as the required coordination with other trades and the scheduling of other trades sufficiently to address
coordination issues in a timely manner such that they do not result in remedial work for other trades.
B. Should conditions arise where certain changes would be advisable, secure approval from Owners Representative for those
changes before proceeding with work. Proceeding without written approval is at the Contractors risk and at the Contractors
expense.
C. The contractor shall coordinate with the work of various trades when installing interrelated work. Before installation of
plumbing items, proper provisions shall be made to avoid interferences. Changes required in work specified in Division 22
caused by neglect to do so shall be made at no cost to Owner.
D. Inserts and supports required by Division 22 shall be furnished and installed unless otherwise noted. Furnish sleeves, inserts,
supports, and equipment that are an integral part of other Divisions of the Work to those involved in sufficient time to be built
into construction as the Work proceeds. Locate these items and see that they are properly installed. Expense resulting from
improper location or installation of items above shall be bome under Division 22.
►�
1.12 Cutting and Patching
A. The Division 22 Contractor shall be responsible for all cutting and patching required to complete the Division 22 scope of work.
B. All patching shall be performed such that it matches existing finishes.
C. The Contractor shall not cut any structural members without first getting approval from the Owner's Representative to do so.
D. All cutting and patching required to correct defective or otherwise unacceptable work shall be the responsibility of the Division
22 Contractor.
1.13 Guarantee (Refer to Division 01)
A. All Division 22 systems and equipment shall be guaranteed for a minimum period of one year.
B. Specific equipment and/or systems requiring warranties beyond one year are indicated in the table at the end of this section.
C. The guarantee shall begin at the Date of Acceptance, unless written documentation is provided noting otherwise. When more
than one Date of Acceptance is indicated for various portions or specific equipment, the guarantee shall begin at the Date of
Acceptance independently for each portion of the system or piece of equipment.
D. Permission to use Division 22 systems or equipment for temporary heating or other contractor use prior to the Date of
Acceptance, as outlined elsewhere in these specifications, shall not constitute the beginning of the guarantee period. The
contractor shall make any necessary arrangements to extend equipment and/or system warranties sufficient to maintain the
designated guarantee period from the Date of Acceptance.
1. Exception: When temporary heating and or other system use is requested by the Owner for the Owner's benefit prior to
the Date of Acceptance, the guarantee period for the portions of the system or specific equipment requested for use may
begin at the time it is put into service. This can only be assumed to have occurred if written documentation is provided
indicating such.
1.14 Quality Assurance
A. Material and Equipment Qualifications
in the manufacture of
1. Provide materials and equipment that are standard products of manufacturers regularly engaged
such products, which are of a similar material, design and workmanship. Standard products shall have been in satisfactory
commercial or industrial use for 2 years prior to bid opening. The 2-year use shall include applications of equipment and
materials under similar circumstances and of similar size. The product shall have been for sale on the commercial market
through advertisements, manufacturers' catalogs, or brochures during the 2 year period.
2. Alternative Qualifications: Products having less than a two-year field service record will be acceptable if a certified record
of satisfactory field operation for not less than 6000 hours, exclusive of the manufacturers factory or laboratory tests, can
be shown.
B. Service Support: The equipment items shall,be supported by service organizations. When requested to gain approval, submit
a certified list of qualified permanent service organizations for support of the equipment which includes their addresses and
. qualifications. These service organizations shall be reasonably convenient to the equipment installation and able to render
satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.
C. Manufacturer's Nameplate: Each item of equipment shall have a nameplate bearing the manufacturer's name, address, model
number, and serial number securely affixed in a conspicuous place; the nameplate of the distributing agent will not be
acceptable. j
D. UL Listings: All equipment shall be provided with a UL or approved equivalent label when labeling is available for that type of
equipment.
E. Fuel -fired equipment shall be labeled by the appropriate nationally recognized label for the fuel type (i.e. AGA).
F. All control panels shall be UL listed (or equivalent approved label).
G. Pressure vessels shall be provided in accordance with applicable pressure vessel ordinances.
H. All mechancial equipment shall have an AIC rating of 100,000 or otherwise specified on electrical one -line diagrams fault
current for each piece of equipment.
1.15 Substitutions (Refer to Division 01)
A. When multiple manufacturers are listed in these specifications, equipment can be used from those manufacturers providing they
can meet the requirements of the specifications and drawings. This shall include meeting capacity requirements, efficiencies,
space and weight limitations, electrical provisions, etc. The detailed information in the spec cations, scheduled equipment
information, additional drawing information and any specific references to a particular manufacturer and/or model of equipment
shall be considered the basis of design. Other listed manufacturers, even when listed in these specifications, will only be
allowed if they meet.or exceed that basis of design.
B. Substitutions involving manufacturers not listed in these specifications will not be allowed without written approval. When
written approval is requested, information will be reviewed in preliminary fashion for general conformance only. Any approved
manufacturers will still be required to meet the requirements of these specifications and the drawings, and final approval during
submittal review will only be granted if the equipment meets or exceeds the requirements of the documents.
C. It is the Contractor's responsibility when utilizing approved substituted equipment to ensure the equipment will fit within the
constraints of the project as detailed using the basis of design equipment (space, weight, power, etc.). Any required alterations
by Division 22 or any other Division of work to accommodate differences between the substituted equipment and the basis of
design equipment shall be the responsibility of the Division 22 Contractor, including the cost of design for the required changes.
D. If the changes required by substituted equipment cannot be accommodated, the Contractor shall be responsible for replacing
the substituted equipment with the basis of design equipment.
E. Proposed substituted equipment will not be considered equal if it requires an increase of more than 5% in power usage at
design conditions.
1.16 Plumbing Cost Breakdown (Refer to Division 01)
A. Provide a breakdown of construction costs within 30 days of Notice to Proceed, with separate costs for each of the items listed
in the table at the end of this section.
1.17 Payment Requests .
A. Submittals and operation and maintenance data must be received and approved before payment requests will be considered
for materials and equipment.
1.18 Submittals (Refer to Division 01)
A. Submittal information shall be provided and approved on all materials and equipment prior to ordering.
B. Provide indication of which options and accessories are to be included.
C. Include all scheduled information for equipment listed in schedules on the drawings.
D. Review will be for general conformance only, and shall not relieve the Contractor for any deviations from the requirements of
the documents unless clear written reference is made by the Contractor in the submittal to proposed deviations.
E. All Division 22 information shall be provided in one complete submittal, indexed by specification section.
1. Exceptions: At the discretion of the Owner's Representative, partial submittals may be provided. If allowed, provide a
table indicating submittal status with each submittal, and provide an initial submittal with all required tabs and space for all
current and future submittals.
F. Provide operation and maintenance data for individual equipment after initial submittals have been reviewed.
G. Efficiency Standards
1. Units requiring more than a 5% increase in power input beyond the scheduled equipment to meet design capacities will not
be considered equal.
2. Units requiring more than a 5% increase in fan brake horsepower over the scheduled equipment to meet the design flow
and external static pressure requirements will not be considered equal and will not be accepted.
1.19 Delivery, Storage, And Handling
A. Follow manufacturer's directions in delivery, storage, protection, and installation of equipment and materials.
B. Promptly notify Owners Representative in writing of conflicts between requirements of Contract Documents and Manufacturer's
directions and obtain written instructions from Owners Representative before proceeding with work. The Contractor shall bear
expenses arising from correcting deficiencies of work that do not comply with manufacturers directions or such written
instructions from Owners Representative.
C. Handle, store, and protect equipment and materials to prevent damage before and during installation in accordance with the
manufacturers recommendations, and as approved by the Contracting Officer. Replace damaged or defective items.
1.20 Operation and Maintenance Manuals
A. Provide a consolidated Operation and Maintenance Manual for Divisions 21, 22 and 23.
1.21 Extra Materials
A. A list of extra materials to be provided under this contract has been included at the end of this section. Refer to individual
specification sections for specific requirements of extra materials to be furnished under this contract.
B. Turn extra materials over to Owner.
1. Provide summarized list of extra materials that have been furnished. List shall include verification by Owners
Representative that parts have been furnished. Incorporate into O&M Manual. Extra materials list shall be similar to that
provided at the end of this section.
1.22 Cleaning
A. Leave all equipment and systems in a clean and new condition at the completion of the project. Clean all piping and ductwork
exposed in finished spaces. Remove all stickers from equipment in finished spaces (plumbing fixtures, etc.). Repair all
scratched and damaged equipment to new condition, to include touch-up painting.
1.23 Record Drawings
A. Maintain a set of Contract Documents dedicated for record drawings. These documents shall incorporate all clarifications and
changes provided by the Owners Representative, as well as field changes made by the Contractor. All markings shall be neat
and legible. Turn over documents to the Owners Representative at the completion of the project.
1.24 Punch Lists
A. Notify the Owners Representative in writing when the project is ready for punch lists.
B. When all punch list items have been addressed, notify the Owners Representative in writing that the project is ready for a
backcheck of completed punch list items. Include a copy of the original punch list with each completed item initialed and any
required notation indicating if something was not completed and why.
C. If, at the time of the backcheck, items are found that continue to be in nonconformance with the project documents, these items
will be forwarded to the Contractor. Completion of these items shall be required to achieve substantial completion. All site
visits required beyond the initial punch list and initial back check visits, including visits required to verify completion of these
remaining outstanding items, shall be charged to the Contractor at normal billing rates.
1.25 Visiting the Project Site
A. The premises shall be examined and conditions shall be understood which may affect performance of work of this Division
before submitting proposals for this work.
B. No subsequent allowance for time or money will be considered for any consequence related to failure to examine existing site
conditions.
Part 2 Products (Not Used)
Part 3 Execution (Not Used)
Part 4 Tables
4.1 Plumbing Cost Breakdown Table
Plumbing Cost Breakdown Table
Category
Material
Cost
Labor / Installation Cost
Mobilization
Supervision
Site Utilities
Plumbing Seismic Restraint
Plumbing Identification
Waste, Storm and Vent Rough4n
Miscellaneous Rough -In
Plumbing Equipment (Floor Drains, Roof Drains, Water Hammer Arrestors, Valves, Hot Water Tanks,
etc.)
Commissioning Assistance
4.2 Submittal Table
Submittal Table
Submittal Data
Included
Submittal Previously
Approved
o&M Data
Included
O&M Previously
Approved
220500 - Basic Plumbing Materials and Methods
Access Doors
Dielectric Fittings
Escutcheons
Mechanical Sleeve Seals
Welding Certificates
220529 - Plumbing Hangers and Supports
Fastener Systems
Thermal Hanger Shield Inserts
Metal Framing Systems
Welding Certificates
220548 - Plumbing vibration and Seismic Controls
Design Calculations and Details for Each Piece of Equipment to
be Restrained.
Floor Plan Piping and Duct Layouts
Equipment Seismic Qualification Certtfcation
2205M - Plumbing Identification
Pipe Markers
Tags
Section 221300 - Sanitary Waste, Storm Water and Vent Piping Systems
Waste, Storm and Vent Piping (Unpressurized), Buried
Waste, Storm and Vent Piping (Unpressurized), Above Grade
Flewble, Nonpressure Pipe Couplings
Shielded Nonpressure Pipe Couplings
I d Non ressure Pi Cou lin s
Ri id Unshre de
9 , P Pe P 9
Section 22 05 00 Basic Plumbing Materials and Methods
Part 1 Products
1.1 Escutcheons
A. Description: Chrome plated steel manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around
pipe, tube, and insulation of insulated piping and an OD that completely covers opening.
1.2 Flashing Materials
A. Lead Sheet: ASTM B 749, Type L51121, copper bearing, with the following minimum weights and thicknesses, unless otherwise
indicated:
1. General Use: 4.0-Ib/sq. ft. (20-kg/sq. m), 0.0625-inch (1.6-mm) thickness.
2. Vent Pipe Flashing: 3.0-Ib/sq. ft. (15-kg/sq. m), 0.0469-inch (1.2-mm) thickness.
3. Burning: 6-Ib/sq. ft. (30-kg/sq. m), 0.0938-inch (2.4-mm) thickness.
B. Copper Sheet: ASTM B 152/B 152M, of the following minimum weights and thicknesses, unless otherwise indicated:
1. General Applications: 12 oz./sq. ft. (3.7 kg/sq. m or 0.41-mm thickness).
2. Vent Pipe Flashing: 8 oz./sq. ft. (2.5 kg/sq. m or 0.27-mm thickness).
C. Zinc -Coated Steel Sheet: ASTM A 653/A 653M, with 0.20 percent copper content and 0.04-inch (1.01-mm) minimum thickness,
unless otherwise indicated. Include G90 (Z275) hot -dip galvanized, mill-phosphatized finish for painting if indicated.
D. Elastic Membrane Sheet: ASTM D 4068, flexible, chlorinated polyethylene, 40-mil (1.01-mm) minimum thickness.
E. Fasteners: Metal compatible with material and substrate being fastened. .
F. Metal Accessories: Sheet metal strips, clamps, anchoring devices, and similar accessory units required for installation; matching
or compatible with material being installed.
G. Solder: ASTM B 32, lead-free alloy.
H. Bituminous Coating: SSPC-Paint 12, solvent -type, bituminous mastic.
1.3 Joining Materials
A. Refer to individual Division 22 piping Sections for special joining materials not listed below. Joining material requirements listed in
individual Sections shall supersede the requirements in this section.
B. Pipe Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.
1. ASME B16.21, nonmetallic, flat, asbestos -free, 1/8-inch (3.2-mm) maximum thickness unless thickness or specific material
is indicated.
a. Full -Face Type: For flat -face, Class 125, cast-iron and cast -bronze flanges.
b. Narrow -Face Type: For raised -face, Class 250, cast-iron and steel flanges.
2. AWWA C110, rubber, flat face, 1/8 inch (3.2 mm) thick, unless otherwise indicated; full -face or ring type, unless otherwise
indicated.
C. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated.
D. Plastic, Pipe -Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise
indicated.
E. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813.
F. Brazing Filler Metals: AWS A5.8, BCuP Series, copper -phosphorus alloys for general -duty brazing, unless otherwise indicated;
AWS A5.8, BAgl, silver alloy for refrigerant piping, unless otherwise indicated.
G. Solvent Cements for Joining Plastic Piping
1. ABS Piping: ASTM D 2235.
2. CPVC Piping: ASTM F 493.
3. PVC Piping: ASTM D 2564. Include primer according to ASTM F 656.
4. PVC to ABS Piping Transition: ASTM D 3138.
H. Fiberglass Pipe Adhesive: As furnished or recommended by pipe manufacturer.
1.4 Mechanical Sleeve Seals
A. Manufacturers:
1. Advance Products & Systems, Inc.
2. Calpico, Inc.
3. Metraflex Co.
4. Pipeline Seal and Insulator, Inc.
B. Description: Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve.
C. Construction: Sealing element - EPDM interlocking links shaped to fit surface of pipe, type and number required for pipe material
and size of pipe; pressure plates - stainless steel, include two for each sealing element; connecting bolts and nuts - stainless steel
of length required to secure pressure plates to sealing elements, include one for each sealing element.
D. Pipe Threads: ASME B1.20.1 for factory -threaded pipe and pipe fittings.
1.5 Paint
A. When painting is noted in Division 22 as required, paint shall be provided by Division 22 in accordance with the requirements of
Division 09.
1.6 Sleeves
A. Sleeves for Pipes Through Non -fire Rated Floors: 18 gauge (1.2 mm) thick galvanized steel.
B. Sleeves for Pipes Through Non -fire Rated Beams, Walls, Footings, and Potentially Wet Floors: Steel pipe or 18 gauge (1.2 mm)
thick galvanized steel.
C. Sleeves for Pipes Through Fire Rated and Fire Resistive Floors and Walls, and Fire Proofing: Prefabricated fire rated sleeves
including seals, UL listed, refer to Section 07270.
D. Sleeves for below grade piping passing under footings: Class 52; ductile iron.
E. Sleeves for below grade piping passing through exterior walls - Mechanical Sleeve Seals.
F. Miscellaneous
1. Stuffing Insulation: Glass fiber type; non-combustible; 3 Ib. density.
2. Fire Safeing Sealant: Intumescent material capable of expanding up to 8 to 10 times when exposed to temperatures
beginning at 250"F. It shall have ICBO, BOCA I approved ratings to 3 hours per ASTM E814 (UL 1479). 3M Fire Barrier
Caulk, Putty, strip and sheet forms.
1.7 Supports and Anchorages
A. Metal supports for Division 22 systems and equipment shall be provided in accordance with the requirements of Division 05.
1.8 Gutters
A. Building gutters for Division 22 systems shall be provided in accordance with the requirements of Division 07 62 00.
Section 22 05 29 Plumbing Hangers and Supports
Part 1 Products
1.1 Metal Framing Systems
A. Description: MFMA-3, shop- or field -fabricated pipe -support assembly made of steel channels and other components.
B. Coatings: Corrosion -resistant finish, unless bare metal surfaces are indicated.
C. Nonmetallic Coatings: Plastic coating, jacket, or liner.
1.2 Pipe Positioning Systems
A. Manufacturers
1. C & S Mfg. Corp.
2. HOLDRITE Corp.; Hubbard Enterprises
3. Samco Stamping, Inc.
B. Description: IAPMO PS 42, system of metal brackets, clips, and straps for positioning piping in pipe spaces for plumbing fixtures
for commercial applications.
1.3 Pipe Stand Fabrication
A. Shop or field -fabricated assemblies made of manufactured corrosion -resistant components to support piping.
1. For roof -mounted installations, design stands for installation without membrane penetration.
1.4 Steel Pipe Hangers and Supports
A. Manufacturers
1. Crane
2. ERICO/Michigan Hanger Co.
3. Fee and Mason
4. Grinnell Corp.
5. Tolco Inc.
B. Description: MSS SP-58, Types 1 through 58, factory -fabricated components.
C. Galvanized, Metallic Coatings: Pregalvanized or hot dipped.
D. Nonmetallic Coatings: Plastic coating, jacket, or liner.
E. Padded Hangers: Hanger with fiberglass or other pipe insulation pad or cushion for support of bearing surface of piping.
F. Hanger Rods: Carbon steel continuous -thread rod, nuts and washers.
1.5 Trapeze Pipe Hangers
A. Description: MSS SP-69, Type 59, shop- or field -fabricated pipe -support assembly made from structural -steel shapes with
MSS SP-58 hanger rods, nuts, saddles, and U-bolts.
1.6 Miscellaneous Materials
A. Structural Steel: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized.
B. Grout: ASTM C 1107, factory -mixed and -packaged, dry, hydraulic -cement, nonshrink and nonmetallic grout; suitable for
interior and exterior applications.
1. Properties: Nonstaining, noncorrosive, and nongaseous.
2. Design Mix: 5000-psi (34.5-MPa), 28-day compressive strength.
Section 22 05 48 Plumbing Vibration and Seismic Controls
Part 1 General
1.1 System Design
A. All piping is to be restrained to meet code requirements. Spacing between restraints is not to exceed the allowable
spacing listed in the latest revision of the SMACNA manual (Sheet Metal and Air Conditioning Contractors National
i mi re rarnt
f r Mech nical S stems . At a minimum the se s c st
in Manual Guidelines o a
sociation Inc. "Seismic Restra t
As ,
Y
I siz n anchors as well as
manufacturer will provide documentation on maximum restraint spacing for various cab a es a d ,
'worst case' reaction loads at restraint locations. In addition, seismic restraint manufacturer will provide support
documentation containing adequate information to allow the installation contractor to make reasonable field modifications
to suit special case conditions.
B. All piping suspended within 12" of the support structure to qualify for seismic restraint exemption will be fitted with non -
moment generating connections at the attachment point to the structure and must be routed to avoid swinging contact with
equipment, structure and other pipe systems.
C. Seismic restraint capacities to be verified by an independent test laboratory, certified by an experienced registered
Professional Engineer or qualified by a nationally recognized agency such as VISCMA (Vibration Isolation and Seismic
Control Manufacturers Association) to ensure that the design intent of this specification is realized.
1.2 Design Criteria
A. Importance Factors: The following information shall be used to determine the Importance Factor of equipment and
systems. Equipment and systems not clearly described below shall be assumed to have an Importance Factor of 1p = 1.5.
1. Ip =1.0: Equipment and systems in buildings with an Occupancy Category of III that do not meet any of the
requirements below for an Importance Factor of 1p = 1.5.
2. Ip = 1.5:
a. All equipment and systems in buildings with an Occupancy Category of III, that need to remain in place and
function for life -safety purposes following an earthquake. Examples include fans and equipment for smoke
removal and fresh air ventilation systems; equipment and systems required for maintaining proper air pressure to
prevent the transmission of infectious diseases; medical gas equipment and systems; steam lines and high
pressure hot water lines.
b. All equipment and systems in buildings with an Occupancy Category of III that contain or are used to transport
hazardous materials, or materials that are toxic if released in quantities that exceed the excepted limits.
Examples include natural gas and fuel oil systems; exhaust laboratory fume hood systems; boilers, furnaces, and
flue systems; systems used to ventilate bio-hazard areas and infectious containment rooms.
c. All equipment and systems in a building with an Occupancy Category of IV.
1.3 Quality Assurance
A. Comply with seismic -restraint requirements in the IBC unless requirements in this Section are more stringent.
B. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1 M, "Structural Welding Code - Steel."
C. Seismic -restraint devices shall have horizontal and vertical load testing and analysis and shall bear anchorage
preapproval OPA number from OSHPD, preapproved by ICC-ES, or preapproved by another agency acceptable to
authorities having jurisdiction, showing maximum seismic -restraint ratings. Ratings based on independent testing are
preferred to ratings based on calculations. If preapproved ratings are not available, submittals based on independent
testing are preferred. Calculations (including combining shear and tensile loads) to support seismic -restraint designs must
be signed and sealed by a qualified professional engineer.
D. All seismic snubbers and combination snubber / vibration isolation materials specified herein shall be provided by a single
manufacturer to assure sole source responsibility for the proper performance of the materials used.
E. Materials and systems specified herein and detailed or scheduled on the drawings are generic as much as possible.
Materials and systems provided must meet all requirements as listed in this specification.
Part 2 Products
2.1 General
A. Factory Finishes: Manufacturer's standard paint applied to factory -assembled and -tested equipment before shipping.
1. Powder coating on springs and housings. .
2. All hardware shall be electrogalvanized. Hot -dip galvanize or powder coat metal housings for exterior use.
3. Enamel or powder coat metal components on isolators for interior use.
4. Color -code or otherwise mark vibration isolation and seismic -control devices to indicate capacity range.
2.2 FLEXIBLE CONNECTORS
A. Manufacturers:
1. Amber/Booth Company, Inc.
2. Kinetics Noise Control.
3. Mason Industries.
4. Ventfabrics (FC-1 Only)
5. Durodyne (FC-1 Only)
B. Flexible Duct Connector, Type FC-1: Flexible glass fabric double coated with neoprene. Air -tight, water -tight and fire -
retardant.
1. Basis of Design: Ventfabrics type Ventglas
C. Neoprene Connector, Type FC-2: Spherical rubber expansion joint. Peroxide cured EPDM throughout with Kevlar tire
cord reinforcement. The raised face rubber flanges must encase solid steel rings to prevent pull out. The connector shall
be terminated at both ends with either a flange or threaded fitting. Connectors shall have a minimum burst pressure of 500
psi and a recommended maximum operating pressure that is greater than the design operation pressure at the
temperature of the fluid. Control rods or cables should not be used unless specifically required by the manufacturer in
writing.
Pipe Size Axial Compression Axial Extension
Less than 12 inches 3-1/2 inches 1-3/4 inches
Over 12 inches 4-3/8 inches 2-1/8 inches
1. Basis of Design: Mason Industries type Safeflex SFDEJ.
-'',
,
,
e
D. Braided Stainless Steel Hose, Type FC-3: Braided stainless steel hose with carbon steel nipples.
1. Basis of Design: Mason Industries type MN
�
`w�
Section 22 05 53 Plumbing Identification
Part 1 Products
1.1 Pipe Markers
A. General: Preprinted, color -coded, with lettering indicating service, and showing direction of flow.
1. Colors: Comply with ASME A13.1, unless otherwise indicated.
2. Lettering: Use piping system terms indicated and abbreviate only as necessary for each application length.
3. Pipes with OD, Including Insulation, Less Than 6 Inches (150 mm): Full -band pipe markers extending 360 degrees
around pipe at each location.
4. Pipes with OD, Including Insulation, 6 Inches (150 mm) and Larger: Either full -band or strip -type pipe markers at least
three times letter height and of length required for label.
5. Arrows: Integral with piping system service lettering to accommodate both directions or as separate unit on each pipe
marker to indicate direction of flow.
B. Pretensioned Pipe Markers: Precoiled semirigid plastic formed to cover full circumference of pipe and to attach to pipe
without adhesive.
C. Shaped Pipe Markers: Preformed semirigid plastic formed to partially cover circumference of pipe and to attach to pipe
with mechanical fasteners that do not penetrate insulation vapor barrier.
D. Self -Adhesive Pipe Markers: Plastic with pressure -sensitive, permanent -type, self-adhesive back.
E. Plastic Tape: Continuously printed, vinyl tape at least 3 mils (0.08 mm) thick with pressure -sensitive, permanent -type, self-
adhesive back.
1. Width for Markers on Pipes with OD, Including Insulation, Less Than 6 Inches (150 mm): 3/4 inch (19 mm) minimum.
2. Width for Markers on Pipes with OD, Including Insulation, 6 Inches (150 mm) or Larger: 1-1/2 inches (38 mm)
minimum.
1.2 Stencils
A. Stencils: Prepared with letter sizes according to ASME A13.1 for piping; minimum letter height of 1-1/4 inches (32 mm) for
ducts; minimum letter height of 3/4 inch (19 mm) for access panel and door markers, equipment markers, equipment signs,
and similar operational instructions.
1. Stencil Material: Metal or fiberboard.
2. Stencil Paint: Exterior, gloss, acrylic enamel, black, unless otherwise indicated. Paint may be in pressurized spray -
can form.
3. Identification Paint: Exterior, alkyd enamel in colors according to ASME A13.1, unless otherwise indicated.
Section 2213 00 Sanitary Waste, Stormwater and Vent Piping Systems
Part 1 Products
1.1 Piping
A. Waste, Storm and Vent Piping (Unpressurized), Buried
1. ABS: ASTM D 2661; schedule 40.
a. Fittings: ABS to match piping.
b. Joints: ASTM D 2661, made to ASTM D 3311, drain, waste, and vent pattems.
c. Use ABS solvent cement that has a VOC content of 325 g/L or less when calculated according to 40 CFR 59,
Subpart D (EPA Method 24).
d. Use adhesive primer that has a VOC content of 550 g/L or less when calculated according to 40 CFR 59,
Subpart D (EPA Method 24).
2. Cast Iron (Hubless): ASTM A 888/CISPI 301 service weight.
a. Fittings: Cast iron to match piping.
b. Joints: ASTM C 1277 heavy duty shielded couplings with stainless steel shield, bands, and tightening devices;
ASTM C 564 rubber sleeve.
3. Cast Iron (Hub and Spigot): ASTM A 74 service weight;
a. Fittings: Cast iron to match piping.
b. Joints: ASTM C 564 rubber gaskets. .
4. PVC Pipe and Fittings: ASTM D 2665, drain, waste, and vent.
nt attems.
D 311 drain waste and ve
V ke Fittin M 2 5• socket e• made to ASTM 3
a. P C Soc t s. AST D 66 ,
P
9 tYP
B. Waste, Storm and Vent Piping (Unpressurized), Above Grade '
1. ABS: ASTM D 2661; schedule 40.
a. Fittings: ABS to match piping.
b. Joints: ASTM D 2661, made to ASTM D 3311, drain, waste, and vent pattems.
2. Cast Iron (Hubless): ASTM A 888/CISPI 301 service weight.
a. Fittings: Cast iron to match piping. I'
b. Joints: ASTM C 1277 heavy duty shielded couplings with stainless steel shield, bandstand tightening devices;
ASTM C 564 rubber sleeve. !
3. Cast Iron (Hub and Spigot): ASTM A 74 service weight; ,
a. Fittings: Cast iron to match piping.
b. Joints: ASTM C 564 rubber gaskets.
4. PVC Pipe and Fittings: ASTM D 2665, drain, waste, and vent.
a. PVC Socket Fittings: ASTM D 2665; socket type; made to ASTM D 3311, drain, waste, and vent patterns.
1.2 Cleanouts
A. Manufacturers
1. J.R. Smith
2. Josam
3. Wade
4. Zum
B. General: Body material as required to match connected piping; full size to 4 inches; not less than 4 inches for larger pipe;
extensions with flush frames and brass removable cover plates.
C. Exposed Cleanouts: Lead seal plug with gasketed iron plug or tapped cast iron fitting with gasketed iron plug.
D. Exterior Cleanouts: Cleanouts in sewers outside building proper shall be of 4 inch (102 mm) cast iron pipe brought up to
finish grade with cast iron cap recessed 1/4 inch (6 mm) in 18 inch x 18 inch x 6 inch (450 mm x 450 mm X 150 mm)
concrete block. Block shall have beveled edge and shall be set flush with top of finish grade. Cleanout shall be equal to J.R.
Smith #4255.
1.3 Miscellaneous Drainage Piping Specialties
A. Sleeve Flashing Device: Manufactured, cast-iron fitting, with clamping device, that forms sleeve for pipe floor penetrations of
floor membrane. Include galvanized -steel pipe extension in top of fitting that will extend 2 inches (51 mm above finished floor
and galvanized -steel pipe extension in bottom of fitting that will extend through floor slab. Size as required for close fit to riser
or stack piping.
B. Stack Flashing Fittings: Counterflashing-type, cast-iron fitting, with bottom recess for terminating roof membrane, and with
threaded or hub top for extending vent pipe. Same size as connected stack vent or vent stack.
C. Expansion Joints: ASME A112.21.2M; cast iron body with bronze sleeve, packing, and gland; end connections matching
connected piping. Same size as connected soil, waste, or vent piping.
D. Downspout Boots: ASTM A 48/A 48M; gray -iron casting; strap or ears for attaching to building; shop -applied bituminous
coating.
Part 2 Execution
2.1 General
A. Excavation: Refer to Division 2 for excavating, trenching, and backfilling requirements.
B. Refer to Section 220500 for additional piping installation requirements.
2.2 Piping
A. Install buried piping inside the building between wall and floor penetrations and connection to sanitary sewer piping outside
the building with restrained joints. Anchor pipe to wall or floor. Install thrust -block supports at vertical and horizontal offsets.
B. Make changes in direction for soil and waste drainage and vent piping using appropriate branches, bends, and long -sweep
bends. Sanitary tees and short -sweep 1/4 bends may be used on vertical stacks if change in direction of flow is from
horizontal to vertical. Use long-tum, double Y-branch and 1/8-bend fittings if 2 fixtures are installed back to back or side by
side with common drain pipe. Straight tees, elbows, and crosses may be used on vent lines. Do not change direction of
flow more than 90 degrees. Use proper size of standard increasers and reducers if pipes of different sizes are connected.
Reducing size of drainage piping in direction of flow is prohibited.
C. Lay buried building drainage piping beginning at low point of each system. Install true to grades and alignment indicated,
with unbroken continuity of invert. Place hub ends of piping upstream. Install required gaskets according to manufacturer's
written instructions for use of lubricants, cements, and other installation requirements. Maintain swab in piping and pull past
each joint as completed.
D. Install soil and waste drainage and vent piping at the following minimum slopes, unless otherwise indicated:
1. Horizontal Sanitary Drainage Piping: 2 percent downward in direction of flow.
a. For piping NPS 4(DN 100) and larger, 1 percent slope can be utilized when approved by the Authorities Having
Jurisdiction and the Engineer.
2. Vent Piping: 1 percent down toward vertical fixture vent or toward vent stack.
E. Do not enclose, cover, or put piping into operation until it is inspected and approved by authorities having jurisdiction.
F. Install escutcheons at wall, floor, and ceiling penetrations in exposed finished locations and within cabinets and millwork. Use
deep -pattern escutcheons if required to conceal protruding pipe and fittings.
G. Cast Iron Piping
1. Install cast-iron soil piping according to CISPI's "Cast Iron Soil Pipe and Fittings Handbook," Chapter IV, "Installation of
Cast Iron Soil Pipe and Fittings."
2. Sleeves are not required for cast-iron soil piping passing through concrete slabs -on -grade if slab is without membrane
waterproofing.
2.3 Cleanouts
A. Install cleanouts at grade and extend to where building sanitary drains connect to building sanitary sewers.
B. Install cleanout fitting with closure plug inside the building in sanitary force -main piping.
C. Install cleanouts in aboveground piping and building drain piping according to the following, unless otherwise indicated:
1. Size same as drainage piping up to NPS 4 (DN 100). Use NPS 4 (DN 100) for larger drainage piping unless larger
cleanout is indicated.
2. Locate at each change in direction of piping greater than 45 degrees.
3. Locate at minimum intervals of 50 feet (15 m) for piping NPS 4 (DN 100) and smaller and 100 feet (30 m) for larger
piping.
4. Locate at base of each vertical soil and waste stack.
2.4 Through -Penetration Firestop Assemblies
A. Install through -penetration firestop assemblies in plastic conductors and stacks at floor penetrations.
2.5 Miscellaneous Drainage Piping Specialties
A. Sleeve Flashing Device: Install sleeve flashing device with each riser and stack passing through floors with waterproof
membrane.
B. Expansion Joints: Install expansion joints on vertical stacks and conductors. Position expansion joints for easy access and
maintenance.
C. Downspout Boots: Install manufactured, gray -iron downspout boots at grade with top 12 inches (305 mm) above grade.
Secure to building wall.
2.6 Cleaning
A. Clean interior of piping. Remove dirt and debris as work progresses.
B. Protect drains during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from
traffic and construction work.
C. Place plugs in ends of uncompleted piping at end of day and when work stops.
2.7 Protection
A. Exposed ABS and PVC Piping: Protect plumbing vents exposed to sunlight with two coats of water -based latex paint.
2.8 Testing
A. Test sanitary drainage and vent piping according to procedures of authorities having jurisdiction or, in absence of published
procedures, as follows:
1. Test for leaks and defects in new piping and parts of existing piping that have been altered, extended, or repaired. If
testing is performed in segments, submit separate report for each test, complete with diagram of portion of piping
tested.
2. Leave uncovered and unconcealed new, altered, extended, or replaced drainage and vent piping until it has been tested
and approved. Expose work that was covered or concealed before it was tested.
3. Roughing -in Plumbing Test Procedure: Test drainage and vent piping, except outside leaders, on completion of
roughing -in. Close openings in piping system and fill with water to point of overflow, but not less than 10-foot head of
water (30 kPa). From 15 minutes before inspection starts to completion of inspection, water level must not drop.
Inspect joints for leaks.
4. Finished Plumbing Test Procedure: After plumbing fixtures have been set and traps filled with water, test connections
and prove they are gastight and watertight. Plug vent -stack openings on roof and building drains where they leave
building. Introduce air into piping system equal to pressure of 1-inch wg (250 Pa). Use U-tube or manometer inserted
in trap of water closet to measure this pressure. Air pressure must remain constant without introducing additional air
throughout period of inspection. Inspect plumbing fixture connections for gas and water leaks.
5. Repair leaks and defects with new materials and retest piping, or portion thereof, until satisfactory results are obtained.
6. Prepare reports for tests and required corrective action.
B. Test force -main piping according to procedures of authorities having jurisdiction or, in absence of published procedure
as follows:
1. Leave uncovered and unconcealed new, altered, extended, or replaced force -main piping until it has been tested and
approved. Expose work that was covered or concealed before it was tested.
2. Cap and subject piping to static -water pressure of 50 psig (345 kPa) above operating pressure, without exceeding
pressure rating of piping system materials. Isolate test source and allow to stand for four hours. Leaks and loss in
test pressure constitute defects that must be repaired.
3. Repair leaks and defects with new materials and retest piping, or portion thereof, until satisfactory results are obtained.
4. Prepare reports for tests and required corrective action.
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Drawing Title
SPECS
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Revisions
No. Description Date
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Project No
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CITY OF TuKWILA
SEP 0 2 2015
PERMIT CENTER
SRG PARTNERSHIP, INC
110 UNION, SUITE 300
SEATTLE, WA 98101
206 973 1700
SRGPARTNERSHIP.COM
EXPIRES
Building Permit
Drawing Title
UNDERSLAB PLAN
Drawing scales indicated
apply to 36" x 48" drawing
sheets. Scale may not be
accurate if drawing plots
are
less than this size.
Revisions
No. Description Date
Q RFI #001C 3/31/15
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3/31/2015
Project No
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FIRST FLOOR PLAN - PLUMBING
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SRG PARTNERSHIP, INC
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SEATTLE, WA 98101
206 973 1700
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LEVEL I FLOOR PLAN
Drawing scales indicated
apply to 36" x 48" drawing
sheets. Scale may not be
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less than this size.
Revisions
No. Description Date
1 RFI #001 C 3/31/15
FC:
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SEP 15 2015
City of Tukwila
UILDINNG DI"'ISION
Drawn by
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Checked by
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Date
3/31/2015
Project No
214012
Consultant Project No
1449
Owner Project No
Drawing No
P1 m2
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CITY OF'V'U*KWI-IA
SEP 0 2 2015
PERMIT CENTER
SRG PARTNERSHIP, INC
110 UNION, SUITE 300
SEATTLE, WA 98101
206 973 1700
SRGPARTNERSHIP.COM
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Building Permit
Drawing Title
ROOF PLAN
Drawing scales indicated
apply to 36" x 48" drawing
sheets. Scale may not be
accurate if drawing plots
are
less than this size.
Revisions
No. Description Date
SEP 15 2-015
* - CIS of Tuk\N'11-' '
DING DIVIS!Oi
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Drawn by
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Checked by
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Date
1/26/2015
Project No
214012
Consultant Project No
1449
Owner Project No
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Drawing No
P1 m3
RAIN LEADER
EXTERIOR WALL
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8" RDL
8" RDL1
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ESCUTCHEON TO COMPLETELY -SLAB
COVER OPENING
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SEALED WATER -TIGHT. SEE
SPECIFICATIONS ON SHEET P0.2 FOR
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SOUTH RAINLEADER MERGE DETAIL i
SLAB PENETRATION DETAIL
NOT TO TO SCALE
NOT TO SCALE
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6" GUTTER AT 1/8" - 12"
SLOPE. SEE
ARCHITECTURAL SHEETS
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8" SD LEADER AT
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CITY OFIL)'KIWILA
SEP 0 2 2015
PERMIT CENTER
SRG PARTNERSHIP, INC
110 UNION, SUITE 300
SEATTLE, WA 98101
206 973 1700
SRGPARTNERSHIP.COM
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EXPIRES
Building Permit
Drawing Title
DETAILS & LARGE SCALE PLANS
Drawing scales indicated
apply to 36" x 48" drawing
sheets. Scale may not be
accurate if drawing plots
are
less than this size.
Revisions
No. Description Date
1 RFI #001C 3/31/15
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Drawn by
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Checked by
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Date
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Project No
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Owner Project No
Drawing No
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