HomeMy WebLinkAboutPermit PG07-253 - INSPATTaLLS
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VdSNI
Parcel No.:
Address:
Suite No:
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Cityf Tukwila
2623049081
17100 SOUTHCENTER PY TUKW
INSPA
17100 SOUTHCENTER PY, STE 112 , TUKWILA WA
WIG PROPERTIES LLC -SS
4811 134TH PL SE , BELLEVUE WA
JB BJORNESTAD
13508 NE 124 ST , KIRKLAND WA
Contractor:
Name: LAKERIDGE PLUMBING & MECH
Address: 13508 NE 124 ST , KIRKLAND
Contractor License No: LAKERPM099RK
DESCRIPTION OF WORK:
TENANT IMPROVEMENT
Value of Plumbing /Gas Piping:
Fees Collected:
doc: UPC -10/06
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
$25,000.00
$280.00
Plumbing
Bathtub or combination bath/shower 0
Bidet 0
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic, with independent drain
Drinking fountain or water cooler (per head)
Food -waste grinder, commercial
Floor drain
Shower, single head trap
Lavatory
Wash fountain
Receptor, indirect waste
Sinks
Urinals
Water Closet
PLUMBING /GAS PIPING PERMIT
FIXTURE TYPE AND OUANTITY
Plumbing (cont.)
Building sewer and each trailer park sewer 0
Rain water system - per drain (inside bldg) 0
0 Water heater and/or vent 2
0 Industrial waste treatment interceptor, including
0 its trap and vent, except for kitchen type
0 grease interceptors 0
0 Repair or alteration of water piping and/or water
3 treatment equipment 0
0 Repair or alteration of drainage or vent piping 0
2 Medical gas piping system serving (1 -5)
0 inlets /outlets for a specific gas 0
0 Medical gas piping (6 +) inlets /outlets 0
6 Gas Piping
0 Gas piping outlets (0 -5) 0
2 Gas piping outlets (6 +) 0
* *continued on next page **
Permit Number:
Issue Date:
Permit Expires On:
Phone:
Phone: 425 827 -9262
Phone:
Expiration Date: 05/25/2008
PGO7 -253
10/03/2007
03/31/2008
Uniform Plumbing Code Edition: 2006
International Fuel Gas Code Edition: 2006
PG07 -253 Printed: 10 -03 -2007
I hereby certify that I have read and
Signatur
Print
This pe
or aband
doc: UPC -10/06
City o Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: PGO7 -253
Issue Date: 10/03/2007
Permit Expires On: 03/31/2008
Permit Center Authorized Signature: Date:
ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be • •mplie , whether specified herein or not.
The granting of this p does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or th • erf • . ce of work. to sign and obtain this plumbing /gas piping permit.
Date: /0 - 7
become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
d for a period of 180 days from the last inspection.
PG07 -253 Printed: 10 -03 -2007
Parcel No.: 2623049081
Address:
Suite No:
Tenant: INSPA
17100 SOUTHCENTER PY TUKW
1: ** *PLUMBING AND GAS PIPING * **
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
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: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
15: Prior to Public Works final inspection applicant shall submi a passing RPPA backflow test report.
doc: Cond -10/06
PGO7 -253
ISSUED
09/24/2007
10/03/2007
14: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of installation
work of 1" Wilkins Reduced Pressure Principle Assembly (RPPA) at least 24 hours in advance. All inspection requests for
utility work must also be made 24 hours in advance.
PG07 -253 Printed: 10 -03 -2007
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit • ;- not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the perfo •ter a of work.
Signature: L:L
Pnn • - Air Al
Date: / i — 3 -07
doc: Cond -10/06 PG07 -253 Printed: 10 -03 -2007
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http :- ?www.ci. tuk►+'ila. wa. us
vt
Building Permit No.
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No. rO"JOtT?2
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
King Co Assessor's Tax No.: _______ _ ____ _ ___ . b Z3oI/908 l
Site Address: 17 1 OO 4)inv-ellve i 1 GIN 08 Suite Number: 1 t2 Floor:
Tenant Name: I PCT New Tenant: ® Yes ❑ ..No
Property Owners Name: 1/■ Cl VoVe ES l-ll S
Mailing Address: MB tI 13W W- SF 'eL a‘rc
City
Name: . 1"61 T11
Mailing Address: /3SOA NE /24tk Sr1
E -Mail Address: VD/ p C.i4Ki= ei D6FFi..UM f3rNG, conk
Contact Person: "relkAN4
Contractor Registration Number:
City
vJ4' 80006
State Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Day Telephone: i'{ ZS- 827- 9 2 C Z
1240 4-01 (.U4- 98o3
State Zip
Fax Number: L{zS- 87-1- $ ?91
GENERAL CONTRACTOR INF
(Contractor Information for Mechanical (pg
Company Name: 63114.15A. ttLC)C ( ntJc.i - TIo N
Mailing Address:
City State Zip
Day Telephone: zl2S 774 -'-1t S
E-Mail Address: Fax Number: c/ZS" -T7y- 1187
Expiration Date:
ARCHITECT OF RECORD - MI plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Q:\Applicetions\Ponns- Applications On t inek3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
State
Zip
Page 1 of 6
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath/shower
r
Drinking fountain or water
cooler (per head)
—
Wash fountain
Gas piping outlets
_
Bidet
Food -waste grinder,
commercial
_
Receptor, indirect
waste
_
—
Clothes washer, domestic
Floor drain
3
Sinks
(o
Dental unit, cuspidor
.•
Shower, single head trap
--
Urinals
—
Dishwasher, domestic,
with independent drain
Lavatory
Z
Water Closet
_
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
—
Water heater and/or
vent
Z
Additional medical gas
inlets/outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
_
Repair or alteration of water
piping and/or water treating
equipment
—
Repair or alteration
of drainage or vent
piping
_
Medical gas piping system
serving one to five
inlets/outlets for specific gas
_
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name: 1 E2\ E k ..*tNS \A7 k. �'ECNP A \C rL
Mailing Address:
c3so2, A \? % -
Contact Person: • Z6 gS'ceIiTP
E -Mail Address: 4O\ �3( LAP+ L07. \06ESN W∎CS10-V1 % COM
Contractor Registration Number: l_1 M 0cvst CV-
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Q:\ Applications \Fonns- Applications On Ime\7 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Sewer:
PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670
State
City
Day Telephone: y2S F3'2 1' 12.62
Fax Number: 1- 1Z-S - t 2tr Cb Ft-1
Expiration Date: S Z S- 08
98034
Zip
Valuation of Plumbing work (contractor's bid price): $
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information): QQc1S10E Pl JINE.It AtpJ 1 N SRP-
T.L. s'P
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Page 5 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform 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.
Date Application Accepted:
BUILDING OWNE AUTHORIZED AGENT:
>r
Signature:
Print Name: l'R OQA3T1 -1)
Mailing Address: 1 3 4R "ft' 12,4 ST12f -r
Date Application Expires: ` fj lin
milf-1101
Q: Applications \Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Day Telephone:
eiCELMD
cit
Date: 911 Blo 1
L/ZS - 877 -9262.
mot- crao3y
State Zip
Staff Initials:
Page 6 of 6
Receipt No.: R07 -02066
Initials: JEM
User ID: 1165
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
PLUMBING - NONRES
r
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 2623049081 Permit Number: PGO7 -253
Address: 17100 SOUTHCENTER PY TUKW Status: PENDING
Suite No: Applied Date: 09/24/2007
Applicant: INSPA Issue Date:
Payee: LAKERIDGE PLUMBING AND MECHANICAL, INC.
TRANSACTION LIST:
Type Method Description Amount
Payment Check 24011 280.00
Account Code Current Pmts
000/345.830 52.00
000/322.100 228.00
Total: $280.00
Payment Amount: $280.00
Payment Date: 09/24/2007 09:07 AM
Balance: $0.00
71 . 49 09/ 9710
TOTAL 280
tint.• RRCaint -06 Printed: nA-- 94 -90n7
Project_
-- t\ISp44
Type of Inspection:
l /
Address:
p
ate Called:
Special Instructions:
0 to Wante : _
11 1 1 -D (
p.m.
Requester:
--
Phone No:
o7 -Z-
INSPECTION RECORD
_ Retain a copy with permit
INS ION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION C
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36)C0
ti NA per applicable codes. Corrections required prior to approval.
COMMENTS:
rrA,k Op.
Ins r:
J Rece \ ,jt No.:
.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be
d at 6300 Southcenter = lvd., Suite 100. Call the schedule reinspection.
Date:
l �
'Date:
Project;
-j_ //SpAI
Type of Inspection: / v
F / N4 / 9 km v>
Address: r ,.5- !A( /6
r
(
/ C / ate
Called:
Special Instructions:
; / /
6 4
Date Wanted: /// / / ,t
`7,/
mr
P.m.
Requester:
Phone No
/,‘{-
CO NTS:
7 / ) A/1/21 / / r ( lG/ /- L S //1, - /1/
/I/ o/
; / /
6 4
i / f
(:
- 7 1 4 r`i-c.
•/2
/,‘{-
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION R
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20
El Approved per applicable codes. 'Corrections required prior to approval.. ; G\
.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be
idt 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Datp
'Date:
Project—
-- �4/S/��
Type of I spection/
/– ' 'v'�
S
Address:
/ 7/ 0 0 S /v' " /'i 7)L.7
Date Called:
Special Instructions:
Date
1 / /
r r ."
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit /- Zi
INSPECTION'NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
❑ Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
/�(/T /vc r i /7,(., // .
Date: / / ,/
1 / /
.00 REINSPECTION SEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
r _ ry�xf� �r ♦ r- w.__ ...
Project:
._.L . /
Type-of Inspec on: . •
/ �/c /7- / . v 7 1-1/2.
0 ,16
Address:
/ 7/a 0,..)//4(
, v b x
I
Date Called:
Special Instructions:
Date Wanted
/D � /
7
a.
Requested
Phone No:
z. .... 41■ISPECTION RECORD o`
etain a copy with permit �- 4 44725 51
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 7.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
A pproved per applicable codes. El Corrections required prior to approval.
CO
$ 0 REINSPECTION FEE • QUIRED Prior to inspection, fee must be
at 6300 Southcenter Blvd, Suite 110. Call the schedule reinspection.
tpt No.:
Date:
'Date:
(9 /
Project:
. NSVP
Typ of Inspection-
� f(_1 cry CO(X(C
Address:
ri ICU Ste( {GlefAJkr QC
Date Called:
Special Instructions:
Rr 1`7 tei-S PUss , )r
Date Wanted: (a,
L ( I `7
.1 v ( U p-m•
Requester:
Phone No:
2 0 —fit 5 OS a 3
INSPECTION RECORD
Retain a copy with permit
7 -26 2)
INSP ION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 44
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
i 4i �.k Date: Aiii / j
0 $58. C: EINSPECTION FEE QUIRED. Prior to inspection. fee must be
paid at 6300 Southcenter B d.. Suite 100. Call the schedule reinspection.
Receipt No.:
'Date:
MODEL
SIZE
in.
mm
DIM ENSIONS (approximate
WEIGHT
A
in.
mm
A UNION
BALL
VALVES
in.
mm
BLESS
VALVES
in.
BALL
mm
C
in.
mm
D
in.
mm
E
in.
mm
F
in.
mm
G
in.
mm
LESS
BALL
VALVES
lbs.
kg
WITH
BALL
VALVES
lbs.
kg
3/4
20
12
305
14
356
73/4
197
21/8
54
3
76
31/2
89
5
127
153/4
400
10
4.5
12
5.5
1
25
13
330
141/4
362
73/4
197
21/8
54
3
76
31/2
89
5
127
173/4
451
10
4.5
14
6.4
1 1/4
32
17
432
19
483
1015/16
278
23/4
70
31/2
89
5
127
6 3/4
171
22
559
22
10
28
12.7
1 1/2
40
173/8
441
20
508
1015/16
278
23/4
70
31/2
89
5
127
63/4
171
231/8
587
22
10
28
12.7
2
50
18 1/2
4 7 0
21 1/4
540
1015/16
278
23/4
70
31/2
89
5
127
63/4
171
251/2
648
22
10
34
15.4
DOCUMENT #:
BF- 975XLTCU
REVISION:
6/06
WILKINS
a ce,. company
Model 975XLTCU
Reduced Pressure Principle Assembly
with Test Cocks U.
OPTIONS
(Suffixes can be combined)
age '10
Maximum working water pressure
Maximum working water temperature
Hydrostatic test pressure
End connections Threaded
B
DIMENSIONS & WEIGHTS (do not inc ude pkg.)
F
FEATURES
Sizes: ❑ 3/4" ❑ 1" ❑ 1 1/4" ❑ 1 1/2" ❑ 2"
175 PSI
180 °F
350 PSI
ANSI B1.20.1
❑ - with full port QT ball valves (standard)
❑ L - less ball valves
❑ U - with union ball valves
❑ MS - with integral relief valve monitor switch
❑ S - with bronze "Y" type strainer
❑ BMS - with battery operated monitor switch
❑ FT - with integral male 45 flare SAE test fitting
ACCESSORIES
❑ Air gap (Model AG)
❑ Repair kit (rubber only)
❑ Thermal expansion tank (M
❑ Soft seated check valve (Mo.' el 40)
❑ Shock arrester (Model 1250)
❑ QT-SET Quick Test Fitting S t
❑ Test Cock Lock (Model TCL24
Relief Valve discharge port:
314° -1 ° - 0.63 sq. in.
1 1/4" - 2" - 1.19 sq. in.
OCT
E COMP
47-)7.,c/V
0320
INCOMPLETE
LT R#
APPLICATION
Designed for installation on potable water lines to protect
against both backsiphonage and backpressure of contami-
nated water into the potable water supply. Assembly shall
FILE
COPY
provide protection where a potential health hazard exists.
STANDARDS COMPLIANCE
(unless otherwise noted, applies to model 975XL)
• ASSE ®listed 1013
• IAPMO® Listed
• UL® Classified (less shut-offvalvesorwi h OS &Yvalves)
• C-UL® Classified (lessshut-offvalvesorwith OS&Yvalves)
• CSA® Certified
• AWWA Compliant C511
• Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern Califomia
MATERIALS
Main valve body
Access covers
Fasteners
Elastomers
Polymers
Springs
FoR
TukWil
M$ION
Cast Bronze ASTM B 584
Cast Bronze ASTM B 584
Stainless Steel, 300 Series
Silicone (FDAApproved)
Buna Nitrile (FDAApproved)
NorylTu, NSF Listed
Stainless steel, 300 series
2S3
CITY OF TUKW�
SEP 2 7 2007
PERMIT CENTS,
Capacity thru Schedule 40 Pipe
Pipe size
5 ft/sec
7.5 ft/sec
10 ft/sec
15 ft/sec
1/8"
1
1
2
3
1/4"
2
2
3
5
3/8"
3
4
6
9
1/2"
5
7
9
14
3/4"
8
12
17
25
1"
13
20
27
40
1 1/4"
23
35
47
70
1 1/2"
32
48
63
95
2"
52
78
105
167
—
�a
n
20
0 15
10
fn
Q. 6 0
1.26
FLOW CHARACTERISTICS
MODEL 975XLTCU 3/4 ", 1 ", 1 114 ", 1 112" & 2" (STANDARD & METRIC)
FLOW RATES (I/s)
2.52 3.8 5.0 20
3/4' (20m� 1' (25mm)
16
10
3.2
20 40 60 80 5 0
FLOW RATES (GPM)
0 Rated Flow (Established by approval agencies)
50
6.3
100
9.5
12.6
1 1/4" (32mm)
1Y."
40nm
150
200
15.8
137
103
W
69 D
u,
W
35 a
250
TYPICAL INSTALLATION
Local codes shall govern installation requirements. To be
installed in accordance with the manufacturer's instructions
and the latest edition of the Uniform Plumbing Code. Un-
less otherwise specified, the assembly shall be mounted at
a minimum of 12" (305mm) and a maximum of 30" (762mm)
above adequate drains with sufficient side clearance fortest-
ing and maintenance. The installation shall be made so that
no part of the unit can be submerged.
II
71
11. =11
11��II
Page 2 of 2
DRAIN
W/ AIRGAP DIRECTION OF FLOW
P11' INSTALLATION
(Shown with optional MS)
LOW VOLTAGE ELECTRICAL
CONTACT PANEL WITH
ALARM, HORN OR LIGHT
).1114 a
'li
DIRECTION OF FLOW
aliMPOilingr 11.1111111a
DRAIN
W /AIRGAP
INDOOR INSTALLATION
(Shown with optional MS)
12' MIN.
30" MAX.
SPECIFICATIONS
The Reduced Pressure Principle Backfiow Preventer shall be ASSE® Listed 1013, rated to 180 °F and supplied with full
port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all intemal polymers
shall be NSF® Listed NorylW and the seat disc elastomers shall be silicone. The first and second checks shall be
accessible for maintenance without disassembling the relief valve or the entire device from the line. If installed indoors, the
installation shall be supplied with an air gap adapter, integral monitor switch and appropriate drain. The Reduced Pressure
Principle Backfiow Preventershall be a WILKINS Model 975XLTCU.
WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:805/238 -5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905 /405 -8272 Fax:905/405 -1292
Product Support Help Line: 1- 877 - BACKFLOW (1 -877- 222 -5356) • Webslte: http: / /www.zum.com
September 26, 2007
JB Bjomestad
13508 NE 124 St
Kirkland WA 98034
City of Tukwila Steven M Mullet, Mayor
Department of Community Development Steve Lancaster, Director
RE: Letter of Incomplete Application # 1
Plumbing/Gas Piping Permit Application PG07 -253
InSpa — 17100 Southcenter Py, Ste 112
Dear Mr. Bjomestad:
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 24, 2007
is determined to be incomplete. Before your application can continue the plan review process the following items from
the following department needs to be addressed:
Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the
following comments.
1. Submit cut sheet for proposed backflow. Make sure the backflow is from Washington State
Department of Health approved list or revise your plan.
Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by
a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431 -3670.
Enclosures
File: PG07 -253
P:\Permit Center\Incomplete Letters\2007\PGO7 -253 Incomplete Ltr #1.DOC
jem
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Model
Wilkins (continued)
OD -II1)
575 (MOD -III)
575A
575M10
975
975
975
975
975
975
975A
975A
975BMS
Size
l/4
1 1/2
3/4
10
3/4
1 1/4
l a/
2
.2 1/2;
3
6
10
1
1 1/2
2 1/2
Orienta
- tion(s)
H
H
H
H
H
H
H
H
H
H
H
USC
Manual
Edition
5
7
6
8
8
8
8
8
8
8
8
8
Date
Approved
11 - Oct =1976
11-Oct -1976
11 Oct -1976
17- Apr -1987
17-Apr-1987
1- Jun -1983
11 Apr -1983'
18 -Jul -1991
18- Jul -1991
18- Jul -1991
18 -Jtf1 -1991
18 -Jul -1991
26= Nov - 1991
8- Nov -1991
.8 Nov:1991
8-Nov-1991
6Feb- 1995
6- Feb -1995
,:18 -Ju1-1991'
18 -Jul -1991
18-Ju1 -1991
18- Jul -1991
Jul -1991
17- Jun -1997
17- Jun -1997
Date
Renewed
+`11= Oct=2003 >.
11 -Oct -2003
11= Oct -2003
17- Apr -2005
17 -Apr -2005
1- Jun -2004
11-Apr-2004
18 -Jul -2006
184u1 -2006
18 -Jul -2006
18- 1u1-2006
18- Jul -2006
26-Nov-2003
8- Nov -2003
8- Nov' 7 2003
8- Nov -2003
6-Feb-2004
6- Feb -2004
18 -Jul- 2006"
18 -Jul -2006
1 8-JuI -2006
18 -Jul -2006
18 -Jul -2006
.......
17- Jun -2006
:1 Ju12006
tShUt 11s
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mbli LO 0 t 5 f( x -e.. (� 4,5 a I s A t ' Reduced - Pressure Principle Asse s
Washington State Department of Health — September 2006
r
Spare otes
Par Page
Only 90
Page 87 of 107
hh
ACTIVITY NUMBER: PG07 -253 DATE: 09 -27 -07
PROJECT NAME: INSPA
SITE ADDRESS: 17100 SOUTHCENTER PY, STE 112
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Bui ;ing uivision
Publicor L,, Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-02-07
Complete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required
DATE:
REVIEWER'S INITIALS:
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
1
Fire Prevention
Incomplete n
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
DATE:
Planning Division
n
Not Applicable ❑
n
DUE DATE: 10-30-07
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: PG07 -253 DATE: 09 -24 -07
PROJECT NAME: INSPA
SITE ADDRESS: 17100 SOUTHCENTER PY, STE 112
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Building Division
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Fire Prevention
d Public W rks , Structural
//I4IAlk
D ETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ❑ Incomplete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: OA ita LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW1A Staff Initials:
Documents/routing slip.doc
2 -28-02
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Planning Division
❑ Permit Coordinator
n
DUE DATE: 09-25-07
No further Review Required
DATE:
DATE:
Not Applicable ❑
n
DUE DATE: 10 -23-07
Approved ❑ Approved with Conditions n Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date;
® Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: InSpa
Project Address: 17100 Southcenter Py, Ste 112
Contact Person: % t3 Phone Number: '126 `1262
Summary of Revision:
'vF7p(1 rrinl6 o ,J (A)) Licovs ?7K LTLU Pea QL)FSr
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center b
X Entered in Permits Plus on eft
\applications \forms - applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Plan Check/Permit Number: PG07 -253
Steven M. Mullet, Mayor
Steve Lancaster, Director
RECE
C17y —F Tijkw
SEP 27 200?)
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#6
CBIC
SC7509
05/25/2002
Until
Cancelled
$12,000.00
04/30 /2002
#5
CBIC
SC7509
05/25/2000
05/25/2002
$6,000.00
07/18/2001
Business Owner Information
Name
Role
Effective Date
Expiration Date
GLENNON, JOHN P
01/01/1980
GLENNON, ANNE K
01/01/1980
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
License Information
License
Licensee Name
Licensee Type
UBI
Ind. Ins. Account Id
Business Type
Address 1
Address 2
City
County
State
Zip
Phone
Status
Specialty 1
Specialty 2
Effective Date
Expiration Date
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated License
LAKERPM099RK
LAKERIDGE PLUMBING & MECH INC
CONSTRUCTION CONTRACTOR
601349575
48691501
CORPORATION
13508 NE 124TH ST
KIRKLAND
KING
WA
98034
4258279262
ACTIVE
GENERAL
UNUSED
12/12/1991
5/25/2008
LAKERPM 132OP
EVERGPM066LA
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= LAKERPM099RK 10/03/2007
ELECTRIC WATER BEATER SCHEDULE
MK SOW
/ARM
N.
0
EQUIPMENT INTUIT
Wlli -1 3: 2
FIXTURE TYPE
FER
MIT LOCATION
1MORtICROOLI
TOTAL
HMf
PER
FDAUR
SYSTEM SERVED
DOMESTIC NNW
2
2
TYPE
- -
! MANGE
BRMFCRD WIRE
MODEL.
M- 1- 80R6OS
CAPACITY-GALLONS
RU
'RECOVERY (GPH 0 80 DEG RISE)
20
SERVICE CONDiTIONS
2
-LNG WATER 1131P-DEG F
120
ELECTRICAL
OF STAGES
1
' NUMBER
KW INPUT/`STAGE (TOTAL)
5KW
:
VOLTS-PHASE-HERTZ
20U/i/60
--
--
REMARKS
BUILDING 9 WARY
MK SOW
/ARM
N.
0
DOMESTIC WATER WSW
MI ER DIU
FIXTURE TYPE
FER
TOTAL
NW POT'
FIXTURE
TOTAL
HMf
PER
FDAUR
TOTAL
FLOOR DRAIN - ENICY
2
2
- -
- -
- -
- -
0
0
VATCRy, MIME
• 1.25
2
1
2
0.75
1.5
1
2
SINKS
--
--
--
' - -
--
--
--
- -
L-2
1.5
5
1
5
• 0.75
3.75
2
14
UT-1
1.5
1
1.5
1.5
1.125
1.125
2
- 2
SK-1
2OR3
3
2
6
1.5
�4.5
2
6
t>RiIALS
--
-
- -
--
--
--
-
am. m••
1RiTIER l 3SETS
- -
-
-
- -
- -
- -
- -
- -
1.6 6PF GRAMMY E RU9KNEKR TANK, P flJC
3
2
2.5
5
- -
- -
4
8
SHEET INDEX
SHEET
NO.
WIRE
ii2E
SYLIBOLS, ABBMATIONS, SCHEDULES & CARS
SCHEDULES
BELOW GRADE PLAN - PLUMBiNG
FLOOR PLAN - PLUMBING
MBE OF DOCUMENIS
VE3' =Y SCALE
_
INS 00AaE[1L Alb NE WAS OESENS
RmiCASU ESOEMI
CIA mom mom
Or 1'
sIIORaIEwozaR11I5
MAIM A ASI SCALES
Ai0001E1Ia.Y_
NO INOOPPORA1®
MGM AS AN INS RI ENT OF PIEOFES9AK SEAMCE. 15
MkwwIOIEOR16 ��PI T
THE iNTIM
Rl IMO /B1lRNZAI1010 OF N1r OIL
OO PISOK, ITV odeaDwe4 sic.
not water raping to ne SIzea tsasea on 0 11 s (r v =I
PIPE MAINS
FIX UNIT
GPM
SiZE
TENANT SUPPLY
20
13
1"
COLD WATER
20
13
1"
NOT WATER
11
7
-
a
GENERAL PLUMBING
ON EACH PLUMBING DRAWING. SEE SPECIRCAIIONS FOR
ADDITIONAL REQUIREMENTS.
INSTALL ALL WASTE UNE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE
UNIFORM PLUMBING CODE
A. 3' WASTE PIPE - 3" CLEANOUT WITH 2.5' PLUG
B. 4' WASTE PIPE - 4' CLEAINOUT 1MTH 3.5' PLUG
C. 6' WASTE PIPE - 4' CLEANOUT YAM 3.5' PLUG
WASTE, VENT AND SUPPLY PIPING SIZES TO WDMDUAL PLUMBING FIXTURES SHALL BE
AS SHOWN ON PLUiNG FIXTURE SCHEDULES. BELOW GRADE SANITARY WASTE PiPING
SIZES SHALL BE AS SHONMA ON PLANS AND FIXTURE SCHEDULES AND SHALL NOT
BE LESS THAN 2' DIAMETER.
AU. SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/4"
PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADNINMSiRATIVE AUTHORITY IN
WRITING FOR A SHALLOWER SLOPE. IN NO CASES SHALL SEVER PIPING BE INSTALLED AT
LESS THAN 1/8" PER FT SLOPE IN NO CASES MEL PIPING SMALLER THAN 4" BE INSTALLED AT
SLOPES SHALLOWER THAN 1/4' PER FOOT. PIPING INSTALLED AT 1 /8'/FT SHALL BE RESIZED
PER CHAPTER 7 OF THE UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION
SUBMITTED TO ENGINEER FOR REVIEW.
PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING
INTEGRAL STOPS ON ALL SHOWER AND TUB/SHOWER VALVES METIER SPECIFIED OR NOT).
PROVIDE WASTE TRAPS AT ALL DIRECT CONNECiED EQUIPMENT IN ACCORDANCE WTH CODE
AND THE SPECIFICATIONS.
PROVIDE TRAP PRIMERS AT ALL FLOOR DRAMS UNLESS NOTED OTHERWISE. PROVIDE UNiON
ON UPSTREAM AND DOWNSTREAM SIDE OF ALL TRAP PRIMERS. TRAP PRIMER BRANCH
TAKEOFF SHALL BE FROM TOP OF MAIN DISTRIBUTION PIPE.
SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE ROUGH -IN DIMENSIONS AND
OTHER DETAILS. ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL
PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA
ADA COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL
DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK.
REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE PLUMBING FIXTURES AT
HEIGHTS SHOW ON ARCHITECTURAL ROOM ELEVATONS.
PLUUBINIG DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES REFER TO
ARCHITECTURAL PLANS FOR EXACT LOCATIONS.
REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION NCLUDNG
CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL f.ECiRICAL CHIARACTERISiiCS OF PLUMBING
EQUIPMENT (VOLTAGES, ETC).
ELECTRICAL CHARACTERISTICS OF USUED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING
SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE USTED
SHALL BE IDENTIFIED BY THE CONTRACTOR, SUMMED 10 THE ENGINEER FOR APPROVAL AND
COORDINATED METH DIVISION 16 PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO
PROPERLY SERVE EQUIPMENT.
SECURE WATER HEATERS AND STORAGE TANKS AND PLUUGING EQUIPMENT TO STRUCTURE
AS REQUIRED BY CODE REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL
SPECIAL REQUIREMENTS RELATED TO THE PLUMBING INSTALLATION.
ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUWMENT. COORDINATE
LOCATION AND SIZE MN ARCHITECT.
INSULATE PIPING PER TITLE 24 AND PER ERASION 15 SPECff1CAT1ONS (WEIII:HEVER
Is GREATER).
GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE NTH PIPING BELOW DUCTWORK
AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY.
COORDINATE LOCATIONS OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES
OVER MIRING FIXTURES FOR REMOVAL AND SERVICE ACS DUE TO EQUIPMENT MANiENANCE
REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED RUNGS, VALVE. ETC. FLOOR PLANS
WIND SECTIONS INDICATE EQUIENT LOCATIONS AND GENERAL PIPE ROUTING ONLY.
PROVIDE FABRICATED STEEL MENDER SUPPORTS AS REll1RED BY MANUFACTURER'S INSTALLATION
INSTRUCTIONS, AS INDICATED ON DRAWINGS,. OR 11 SPECIFICATIONS FOR INSTALLATION
OF EQUIPMENT. REQUIRED STRUCTURAL SRS, BOLTS, AND Taos SHALL BE N ACCORDANCE
NTH AMERICAN NS11U1E OF STEEL CONSTRUCTION (RISC) MANUAL
E REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL
MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REAC110NS
(FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL IADABERS SHALL BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER.
DO NOT CORE DRILL OR DRILL iFROUGH BEAMS, COLUMNS, AND SHEAR WALLS, MESS IOCATID ON
STRUCTURAL DRAWINGS OR AS APPROVED BY TEE STRUCTURAL EPKNiEEIR.
PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PPE SECTIONS.
ORAMANGS ARE 9CHEMATC N SOLE AREAS AND MAY NOT SHOWN PIPING OFFSET E H MAY BE REQUIRED
COORDINATE DEiMOUi)ON WIORiC MATH ARCHITECTURAL DEMOLITION DRAWINGS.
PATCH ALL FLOOR, WALL, GER NG AND ROOF OPENINGS CREATED /CAUSED BY THE OEMioUTHON
OF DOSING PIPES. FIXTURES, ETC N ACCORDANCE MATH ORISON 1 OF THE SPECIFICATIONS
INHERE PMaE SIZES ARE NOT SHORN ON DRAWINGS, SiZE PIPING PER THE UNIFORM PLUMBING CODE
PRIOR TO SMITING ALL FIAMBING FIXTURES THE CONTRACTOR SHALL VLRFY COiPA118NLJTY OF THE
SPECIFIED flXfIRE UM1H THE SR1ES OF FLASH CABINETRY AS MENERED N GENERAL CONTRACTOR'S
SHOP DRAWINGS ANY DISCREPANCIES BETWEEN DE 92E OF TIE FIXTURES SPECIFIED AND DIE
FMrSHM CAN EiRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER N Wd1IIG BEFORE
SAL
PROVIDE UNION CN UPSTREAM MW DOWNS1REAU SIDE OF ALL TRAP FREERS.
LABEL AIL APING SYSTEMS PER THE MWiC ANA UPC.
SUPPORT AND BRACE PINING SY51EMS N ACCORDANCE RUH (C SECTIUI 314 AID
AS REQUIRED N THE SPECFICA11O IS.
ALL MAiERIALS N CONTACT WITH PIPING SYSIEMS SIMAU. BE COiPA1U.E FOR USE MM1N ANA RR CONTACT
NTH TEE mac MATERIAL CONTRACTORS AND TRADES SHALL %ENV COIPAIIUMJNY OF DIItR PRODUCTS M TH
THE FIRM SYS1E1IS . THIS IIp.LUDES,, BUT 6 NOT MIMED TOi„ FIRE STOPPING SEJJELANIS. FRE SEWING
COLLARS, VIBRATION ISLORBON omens. THERMAL INSUI AUUCII DRANSION JOINT'S AND ANY MAMMAL
M!1 CONTACT MMT14 PIPES.
•
WATER SERVICE CALCULATIONS - MAIN BUILDING
Cold Water Piping to be Sized Based on a FT System (FV =flush Valve, FT = Flush 101*)
sh Valve, FT = Hush Tank)
WATER PRESSURE AT METER (PSI)
METER LOSS (PST)
BACKFLOW PRESSURE LOSS
PIPE LOSS BETWEEN METER AND BLDG (PST)
WATER PRESSURE AT 11 SPACE (PS1)
BLDG SUPPLY PRESSURE FOR PIPE SIZING
AVAILABLE PRESSURE (PSI)
LONGEST PIPE RUN (FT)
X 1.25 (RUNGS) 1.25
Friction Loss Not to Exceed
Sze Aill Piping Based on o Friction loss o
6/26/2007
2006 UPC PU MBNG CODE
9/2D/2003
.0 1' DIA. METER
10.0
COLD WATER PRESSURE LOSS:
ELEVATION (PSI)
MIN. RESIDUAL PRESS. AT REMOTE MT. (PSI) 25.0
TOTAL PRESSURE LOSS: 25.0
FEET OF 0.0 DiA. PIPE
38.0 If water pressure exceeds 8OPSI,
pressure regulator Is raid
38.0 1 Regulator Required (Yes/No)
Water Pressure Downstream of Regulator (P51)
38.0
25.0
13.0
1 1o00l
125.0 125 FT
10.4 PSI/100FT LOSS
DOMESTIC WATER SIZING TABLE
COPPER TYPE L COLD WA1ER
Sizing based on 6.0 psi/100' max & 8.0 ft /sec max velocity
Flush Tank Water Closets
FU Range Pee dm
0- 3 FU 1/2
3.5- 7 FU 3/4
8- 18 FU 1
19- 38 FU 1 1/4
39- 80 FU 1 1/2
81- 265 FU 2
266- 470 FU 2 1/2
471- 744 FU 3
745 - 1710 FU 4
COPPER TYPE L HOT WATER
String based on 6.0 psf/100' max & 5.0 ft /sec max vdodty
Flush Tank Water Closets
FU Range e
R RI 1/2
3.5- 7 FU 3/4
8- 16 FU 1
17-28 FU 11/4
29- 45 FU 1 1/2
46- 120 FU 2
121 - 250 FU 2 1/2
251- 450 FU 3
PUMPS
F
MARK NUMBER
1
suaKE
TYPE
1
LOCATION
SYSTEM
SERRCE COIDMONS
CAPACITY -GPM
TOTAL HEAD-FT
FEUD
iEI 'ERARURE -DEG F
MIT COMMONS
CONNECTIONS INLET /OUTLET
MOTOR
HORSfPO R -INTUIT
SPEED -RPM
VOLTS -PHASE -HERTZ
MANJFiICIURER- DESIGN BASIS
1
NOTES
1
UECH RM
DOMESTIC
CARTRIDGE
3
7
WATER
120 DEG F
3250
3/4' FNPT
1/40
3250
115/60/1
rAOD 006 - BRONZE
(1)
REMARKS
1) METH BUILT N 24 FR 1NE CLOCK CONTROL
PLUIV3RIG CALCULATIONS
1 15 'FEET AT 0.433 PSi/FT
13 X 100 FT
/100FT LOSS
PER TABLE 7 -3 AND TABLE A-2
1 TOTALS' 15
19.5
NO
1
SEPARATE � PERMIT
RED FOR:
leect rioal
Methenical
O
Gas lift
City of Tukvila
BUILDING DIVISION
ABBREVIATIONS
AC
AD
AFC
AFF
AFG
AHU
AL
BIM
BFC
BHP
BI
BBOD
BTU
B1U H
CBI
CV
CV/
CRD
DIA
DIM
DMPR
DP
DWG
EX
EAT
EF
EFF
EG
ELEC
FD
FTR
FPM
FSK
FT
G
GXR
HP
HR
HTG
HVAC
NW
iD
N
INFO
INSUL
JAN
KW
KVYH
LAT
IF
LVG
MA
MBH
MAT
MAX
RECK
LIFG
MED
MN
MSC
AR CONDITIONING
ACCESS DOOR
ABOVE FINISHED CEILING
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AR HANDLING UNIT
ALUMNUM
BACK DRAFT DAMPER
BELOW FINISHED CEILING
BRAKE HORSE POWER
BACKWARD INCLINED
BOTTOM OF DUCT
BRITISH THERMAL UNIT
BRI15H THERMAL UNIT PER HOUR
CUBIC FEET PER INNATE
CLEAN OUT
CONSTANT VOLUME
COLD WATER
CEiUNG RADIATION DAMPER
DIAMETER
DIMENSION
DAMPER
DOWN
DEFERENTIAL PRESSURE
DRAWING
DOSING
ENTERING AIR lIMPERATURE
EXHAUST FAN
EFFICIENT, EFFICIENCY
EXHAUST GRILLE
FIECTMCAL
FARENHEIT
FIRE DAIIPER
FLOOR
FEET PER MINUTE
FOIL SKRIM KRAFT LINED
DUCT (SPUNSiRAN D)
FEET, FOOT
GAS
GRILL
HORSE POWER
HOUR
HEATING
HEATING, VENTILATION AND
AU CONOI11ONING
HOT WATER
INSIDE DIMENSION
INCH, INCHES
INFORMATION
INSULATE, INSULATION
JANITOR
KILOWATT
KILOWATT HOUR
LEAVING AR TEMPERATURE
WEAL FEET
LEAVING
MIXED AIR
THOUSAND BRITISH 1MERMAL
UNITS PER HOUR
WED AR TEMPERATURE
MAXIMA
MECHAMCAL
MANUFACTURER
MEDIUM
MNIIAAt, MINUTE
MISCELLMEOUS
11
NA
NTS
OSA
OAT
O
ov
PD
PERF
PF
PN
QTY
RA
READ
RG
RPM
SA
SHED
SF
St
5.1.0.
SHT
SP
SPEC
SR
SS
STAT
TEMP
ID
11]P
THRU
TSTAT
lyp
UL
UV
UMC
UP
UBC
V
VAC
VD
VAC
VAV
VEL
VOL
W/
W/0
WC
WE
NORTH
NOT APPUCABLE
NOT TO SCALE
OUTSIDE AIR
OUTSIDE AiR TEMPERATURE
OUTSIDE DIMENSION
OPPOSITE
OUTLET VELOCITY
PRESSURE DROP
PERFORATED
PRE FILiER
PHASE
QUANTITY
RETURN AR
REQUIRED
RETURN
RETURN GRILLE
REVOLUTIONS PER MINUTE
SUPPLY AIR
SCHEDULE
SMOKE DETECTOR
SUPPLY FAN
SMOKE/FTRE DAMPER
SUPPLIED AND INSTALLED
BY OWNER/ (OTHER)
SLEET
STATIC PRESSURE
SPECIFICATION
SUPPLY REGISTER
STAINLESS STEEL
THERMOSTAT
TEMPERATURE
1ELIPERATURE DIFFERENTIAL
iEMPORARY
THROUGH
THERMOSTAT
TYPICAL
UNDERWRITER'S LABORATORY
UNIT VENTILATOR
UNIFORM MECHANICAL CODE
UNIFORM PLUMBING COOE
UNIFORM BUILDING CODE
VOLT
VOLTS AC
VOLTS DC
VOLUME DAMPER
VACCUM
VARIABLE AR VOLUME
VELOCITY
VOLUME
WITH
WITHOUT
NET BULB
WATER CLOSET.
WATER TANK
WEIGHT
•
R rim+_ 1
ffo charges sha be
of work :'ithout prior approval al 1
Tult la Ete;ddtng vision , , �,
, NOTE: Rae Asians �lih'1;ekw re a reN
,�,,, al plan ra . -x• f--1-1-;
•
•
1
04z.
MV
0
171
0.
FCO
vico
Q VIR
AUTOMATIC CONTROL VALVE - THREE WAY
(ELECTRIC OPERATOR SHOWN)
BALANCING/NEASURING VALVE
BALL VALVE
GATE VALVE
RELIEF YAM
CHECK VALVE
BUTTERFLY VALUE
VENTURE FLOW METER
AUTOMATIC FLOW CONTROL VALVE
MORE CONNECTION! IN PIPING
AUTOMATIC AIR VENT (AAV)
MANUAL AR VENT (MAV)
PRESSURE GAGE
TIEBMOIEIER
SIGHT GLASS
GAS REGULATOR
GAS COCK
PUMP
WATER IEIER
FLOOR CLEANOUT (Fco)
WALL aEANOUT (WCO)
VENT iHRU ROOF
FLOOR DRAM
FLOOR SINK
PONT OF CONNECTION TO DOSING
DRAWING SYMBOLS
1
i
I
1
1
1
NORTH ARROW
COLUMN GRID SYMBOLS
Plan rsv' i -�2S
4p.:JCi
eeV z!
LA
es
I 9.t xt to £:Tcr zr =
eaGsne i s C.= r
oe�f
-c . 7-
City cf Tukceva:a
euncING DIVISION
PLUMBING LEGEND
SYMBOL DESCRIPTION
NEW PLUMBING (HEAVY UNE)
DOSING PLUMBING (LIGHT UNE)
WS WATER SERVICE
CWF COLD WATER FILTERED
COLD WATER (ABOVE FLOOR /GRADE)
HOT WATER (ABOVE
f LOOR /GRADE) (120:XX F
TEMPERED WATER IF NOT
INDICATED OTHERWISE)
HIGH TEMP HOT WATER 160'
OR AS INDICATED
HOT WATER CIRCUAiNG
WASTE (ABOVE FLOOR) PIPING
- WASTE (BELOW FLOOR) PIPING
VENT
AW ACID WASTE
STORM WASTE (BELOW FLOOR)
CV/ - GREASE WASTE
GO GARAGE DRAIN
CWS CHILLED WATER SUPPLY
CWR CHIMED WATER RETURN
C CONOEN90R WATER SUPPLY
CWR CONtwNSOR WATER RETURN
HWS HEAING WATER SUPPLY
HWR HEATNG WATER REWRN
FDC - FRE DEPARTMENT CONNECTION
FS FIRE SERWCE
WF
G
MPG
PR
RL
OL
P
NP M l POTABLE WATER
FLOW ARROW
CAP OR CEEANOUT
PIPE UP
PIPE DOWIil
- 0 PPE TEE UP
PPE TEE DONN
�---- 45 DEGREE ELBOW
C
Y
WET FRE PIPING
LAW PRESSURE GAS
MEDIUM PRESSURE GAS
PROPANE
RAN LEADER
OVERFLOW LEADER
PIMPED PIPING
90' DECREE ELBOW
ECCENTRIC REDUCER
4 WAY TEE
TEE CITY LA
UNION
WYE STAINER YAM CAPPED HOSE
END BLONIDOIM1 VALVE
BALANCING VALVE
PciiMI i wow
PRESSURE REDUCING VALUE (PRV)
AUTOLATIC CONROE VALVE - TWO WAY
(EIECWDC OPERATT SIMOtlI)
KARREMAN +ASSOCIATES
4 rchitecture
zcs
•
231 Go wen Place NW
Bainbridge Island
Washington 98110
tel / fax
206 842 1253
e -mail
frankt karrem an.com
ENGINEERS STAMP
i I41 *
I egmlit z 1
CONSULTANTS:
HV Engineering, Inc.
Consulting Engineers
7100 Linden Ave. N. Suite 1
Seattle, Wiashington, 98103
www. hvengineering. biz
Phone: (206) 706 -9669
Fax: (206) 706 -1830
SYMBOLS,
ABBREVIATIONS,
SCHEDULES,
& CALCULATIONS
SCALE: VC=
ISSUE DATE: 9/21 /07
REVi<SIONS:
P0.
Q
5
w �
CC cc
Q
: a-
v� w co
W co
ZU 0)
WI Q
U F-
�-
(v -.
OOW
CO O I-y
T VJ 1-
PLUMBING
EQUIPMENT CONNECTION SCHEDULE
SYMBOL
STEM
WASTE
IW
VENT
CW
HW
SPECIFICATION
REMARKS
WC -1H
WATER CLOSET - ADA COMPLIANT
ADA HEIGHT (17.251
3
-
2
1/2
-
TOAD. DRAKE ICST744SL
ELONGATED BOWL, HANDICAP HEIGHT, PLASTIC
FRONT SEAT. FLOOR MOUNTED
TANK TYPE, 1.6 GALLON PER FLUSH
INSULATE WITH 1/2' AW►UAFLEX
1 -1
LAVATORY - WALL HUNG
1 -1/2
-
1 -1/2
1/2
1/2
KOHLER K -2035 'PIIOIR' MITE
MOEN 4560/97557 4' CENTERS BRIGHT CHROME
WALL HUNG VITREOUS CHINA LAN, 4' CENTERS.
1RU -BRO WRAP AT EXPOSED
TRAP LOCATIONS.
L -2
LAVATORY - WALL HUNG
1 -1/2
-
1 -1/2
1/2
1/2
AMERICAN STANDARD 'CORNER MIETIE' - 0451.021
AMERICAN STANDARD FAUCET 2000.101 CERAMIX W/POP UP DRAMA
& ESCUTCHEON PLATE, POLISHED CHROME
CORNER WIETTE, 4" CENTERS
1RU -BRO WRAP AT EXPOSED
TRAP LOCATIONS.
UT-1
UTILITY TUB/SINK
2
-
1 -1/2
1/2
1/2
MUSTEE 'U11UTUB'
MODEL i 17F
19 GALLON CAPAaTY
SK -1
FAUCET
-
_
-
-
1/2
1/2
SPEAKMAN SC -5811 -RCP FAUCET
INTEGRAL BRASS VACUUM BREAKER ON FAUCET
PIPING SYSTEM SCHEDULE AND SPECIFICATION
. SYSTEM _
ABOVE GROUND
BELOW GROUND
JOINT METHOD
REYARKS/PWE INSULATION
sot/wASTEMNT
aSP
asp
HUB LESS ABOVE GRADE
HUB AND SPIGOT BELOW GRADE
-
COLD WATER &
HOT WATER
2" AND SMALLER
TYPE 1 COPPER
CPVC <125 DEG F
TYPE K COPPER
95/5 SOLDER
SIL -FOS BELOW
JACKETiED FIBERGLASS IISU.ATiON ON ALL aRCULATED
DOMESTIC HOT WATER PIPING. THICKNESS PER PILE 24
1/2' iNSUL.ATION ON GOLD WATER MAIN
CONDENSATE
TYPE P4 COPPER
N/A
SOLVENT NEL)
INSULATE WITH 1/2' AW►UAFLEX
RANT
UQUID & SUCTION
MATCH DOSING
NA
MATCH EXISTING
INSULATE PER TITLE 24
INDIRECT DRAW
COPPER DWV
N/A
95/5 SOLDER
YES
STORAGE & EXPANSION TANKS
DRAIN, AND BFP SCHEDULE
1
I1EM
MARK NUMBER
ET-1
FD-1
ID-1
FLOOR DRAW (ED) OR FUNNEL
TRENCH DRAW
ZURN/Z -415 (I D), 2 -1742 FUNNEL (FED)
ZURN/FLOW -1HRU
SERVICE
BFP -1
BACK FLOW PREVENTER
- -
LOCATION
WORKROOM
SYSTEM
DOMESTIC
TYPE
-
ORIENTATION
VERTICAL
LINING
ASME
YES
_
SERVICE CONDITIONS
CAPACITY - GALLONS
6.4
ACCEPTANCE - GALLONS (EXP TANKS)
3.2
_ INSULATION
-
FLUJID
WATER
PRESSURE - PSI
150
TEMPERATURE - DEG F
120
UNIT CONDEMNS
BORER CONNECTION SiZE
INLET & OUTLET TAP SiZE
IDGI*T (FULL)
90 LB
DIAMETER AND HEIGHT
12 "x16'
YNWFACiURER- DESIGN BASIS
AMJROL ST -12 -C
NOTES
I
REMARKS
HYDRANT,
DRAIN, AND BFP SCHEDULE
SYIABOL
I1EM
MAKE/MODEL
REMARKS
FD-1
ID-1
FLOOR DRAW (ED) OR FUNNEL
TRENCH DRAW
ZURN/Z -415 (I D), 2 -1742 FUNNEL (FED)
ZURN/FLOW -1HRU
ROUND OR SQUARE TOP TO MATCH FLOOR FINISH
6" ME X 60' LONG, 3' CENTER OUTLET.
BFP -1
BACK FLOW PREVENTER
- -
WILKMNS Par 4,700.1 cm, p Cu.t'
- 91$ 11' - 1"
REDUCED PRESSURE PRINCIPLE, DOMESTIC WATER SUPPLY.
WITH STRAINER AND GATE VALVES ,
REUSE of DOCUMENTS
VERFrSCALE
WS 000U IEME MID 111E UPS
em KAMM OE NCH
on mow arAi.Is
frammumump f
F iIOT OE NCH ON TINS
MOM MASI 9fJ`£S
A
AID OE'9NlS INCORPORATED
MDR. AS NI Ns1pIUlExf
OF PROFEVE UAL SERIF IS
THE PROPERTY OF NN L lit AID iS NOT A BE
MED, N WOE OR R PART. FOR AK CORER PR ECE
1RMO 1E mom
AURTORMATION OF EN OIOEERING.
coneoli. NV ouievels,, NC
PROVIDE 2'X18GA
STRAP SECURED TO
LOLL 1V/IN 6" OF
TOP AND BOTTOM
OF TAN( FOR
WSW RESTRAINT
SEE NOTES 3
- THERMOMETER
•
•
FLOW CONTROL
VN_VE
STRAINER I111H
BLOW OFF VALVE
T & P RELIEF VALVE
SEE NOTE 2
WATER HEATER PIPING DIAGRAM
USE BACK INLETS FOR GOLD
ATER SUPPLY AND MANIFOLD
TO FACIUTATE MAINTENANCE_
1_ PLUMB SUNG CHECK VALVE IN GRAVITY CLOSED POSITION.
2 PiPE ALL RELIEF VALVES TO FLOOR SIIC. OR AS LOCAL CODES REQUIRE_
3. PROVIDE FOR THERMAL EXPANSION OF HOT WATER IF A BACKFLOW PREVENTOR.
CHECK VALVE, WATER METER OR PRESSURE- REDUCING VALVE IS INSTALLED N
THE COLD WATER LINE.
4.. COMMISSION RECIRCULATING HOT WATER FLOW
CONTROL VALVE TO LNMIiT HOT WATER CRC VELOCITY
TO LESS MAN 2 FEET PER SECOND N
RECIRCULATING PIPING.
5. SEE ARCH. DINGS FOR STAND THAT WATER_ HEATERS
ARE INSTALLED ONE
1' COLD
WATER
1 HOT WATER
6/26/2007
PLUMBING SPECIFICATION
PUUMHING SYSTEM, 15400
THE WORK INCLUDES MODIFICATION TO THE DOSING PLUMBING SYSTEM AND
PROVIDING NEW MATERVLS, FITTINGS AND ACCESSORIES NECESSARY FOR A
COMPLETE FUNCTIONING PLUMBING SYSTEM. ALL WORK SHALL BE IN
ACCORDANCE WITH LOCAL CODES AND /OR ORDINANCES AND IS SUBJECT TO
INSPECTION. DUCT LOCATION OF DOSING ABOVE AND BELOW GRADE
PLUMBING MUST BE FIELD VERIFIED AS PAR[ OF THIS SCOPE OF WORK.
HOOK-UP CHARGES, PERMITS AND ALL OTHER EXPENSES REATND TO A
COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART
OF THIS SECTION_
THE INTENT OF THE DRAWINGS IS ED INDICATE THE GENERAL. EXIDIT OF
WORK REQUIRED FOR THE PROJECL THE DRAWINGS FOR PLUMBING TfORIC
ARE RA W TIC,. SHONMTG THE GENERAL LOCAT10N, TYPE, FIXTURES AND
EQUIPMENT REQUIRED THE DRAWINGS SHALL NOT BE SCALED FOR EXACT
REFER TO MANUFACTURER'S URER'S STANDARD ROUGH DRAWINGS
FOR PLUMBING FUCNJRE INSTALLATION REQUIREMENTS. TS. COMPLY WITH ALL
APPUCABLE ADA INSTALLATION REQUIREMENTS.
COORDINATE WUH ME MIRK OF OTTER SECTIONS. EQUIPMENT FURNISHED
BY OTHERS„ AID WITH THE CONSTRAINTS OF THE DOSING CON OO1ONS OF
THE PROJECT SITE.
PIPING SYSTESS - GENERAL ALL PIPING SHALL BE RUN PARALLEL TO
BUILDING LIES AND SUPPORTED AND ANCHORED AS REQUIRED TO
FACILITATE EXPANSION AND CONTRACTION. ALL PANG SHALL BE CONCEALED
INEPT N IRVIN{SIED SPACES. INSTALL AS REQUIRED TO MEET ALL
CONSTRUCTION COMMONS AND TO ALLOW FOR INSTALLATION OF OiDER
WORK SUCH AS DUCTS AND ELECTRICAL CONCUR_ AT ALL cotaiEcnous
BETWEEN FERROUS MIMIC MD NONFERROUS PIPING, PRIDE AN ISOLATING
DALECIE WlON_ ALL HANGERS SWILL BE COMPATIBLE WITH PIPING
MATERIAL TO PREVENT CORROSION.
FROVDE ALL armies. ACCESSORIES, OFFSETS, MD MATERIALS NECESSARY
TO FACIJTAE THE PLUMBING SYS'TEM'S FUNCTIONING AS I NDICJgED Sr THE
OESiGN AND THE EQUIPMENT INDICATED.
FDXTUURES/EQUNP$E T FURNISHED BY OfIRS: mimic CONTRACTOR SHALL
PR(PADE UTILITY CONNECTIONS REQUIRED SUCH AS IPITER. GAS, AIR
SUUPPLIE% WASTE OUR,EE. TRAPS,, ETCEiERAIS AT ALL FUMING TYPE
FIXTURES OR EQUIPMENT FURNISHED BY UENHER, GENERAL CONTRACTOR,
FOOD SERVICE CONTRACTOR EQUIPU T SUPPLER ETCETERA. . INCLUDED
ARE STOP VAALVES, 86CUHOtONS, NO GROW PLATED BR OSS TUBING WITH
COMPRESSION FININGS.
SEVER AND WSW PPIIG: PRIME ALL DRAINS AND SEIM VIII THE
LEASED SPACE WiTH CONVECTION TO DE LANDLORD'S DOSING ORPRA E
SYSTEMS ON -SITE SI MfARY DRAYAGE PWIIG ABOVE FLOOR SWLLL BE
HUBLESS CAST - MORN Psp(, FITTINGS MD CONFECTIONS. SANITARY DRAINAGE
PANG BEM GRADE SNAIL BE SERVICE WEIGH T HIS NO SPIGOT TYPE
CAST -IRON VAIN NEOPRENE GIISKEf JOMs` AM1_ DRAINAGE TYPING SHALL BE
UNIFORMLY PITCHED, 1/4' PER FOOT. WHERE MIMED BY THE AUTHORITY
HAWING JURISDICTION, PPE SIRES 4' AID LARGER WAY BE DOPED AT 1/8'
PER FOOT F REQQURIED TO MAKE GRADE
•
•
BACKFLOW PREVENTOR 14111
STRAINER AND VALVES
INDIRECT WASTE TO
APPROVED RECEPTOR
1'CW
FLOOR
s DOMESTIC WATER SERVICE DETAIL
SCALE: NONE
VENTS: PROVIDE A COMPLETE SYSTEM OF STANDARD WEiGHT CAST IRON
NO-HUB VENT RISERS WHERE THE CEILING SPACE IS USED AS A RETURN
NUR PLENUM OR USE DAMN PLASTIC (WHERE PERMITTED BY CODE/LOCAL
AUiHORITIES). WHERE THERE IS A DUCTED RETURN NR SYSTEM, 00 NOT
USE DWV PLASTIC IN RETURN AMR PLENUM SPACE'S. 7HE VENT SYSTEi
SHALL BE CONNECTED TO THE DOSBNG WASTE AND VENT SWELL
CONDENSATE AND INDIRECT DRAIN PIPING: TYPE M COPPER TUBING UP TO
1' D. TYPE DWV TUBING AND FTTiCGS FOR 1 -1/4" AND LARGER SIZES.
MAHOUTS: PROVIDE CLFANOUIS AT THE END OF EACH HORIZONTAL RUN,
AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES,. CLEANOUTS
SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE. CONFORMING TO
COOS REQUIREMENTS. PROVIDE SUffABLE WALL OR FLOOR CLEANOUTS WITH
ACCESSORIES TO OBSCURE FROM VIEW.
WATER DISiTIBUTION PPNC LAYOUT WATER PIPING SO THAT THE ENURE
SYSTEM CAN BE MANED. ABOVE GRADE HOT AND COLD WATER PPM
SHALL. HUE 1/2" MINIMUM TYPE L COPPER TUNING WiTH WROUGHT COPPER
FITTINGS AND SWEAT CONNECTIONS. FROVDE WATER HAMMER ARRESTERS AT
EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED- INSTAL CHROME
PLATED BRASS ESCUTCHEON PLATES AT ALL PE?ETRAT1ONS THROUGH
FISHED SURFACES (INCLUDING CABNEF INTERIORS). USE
SOLDER 95/5 FOR ALL SWEAT FITTINGS OF COPPER PIPING.
PPE INSUNA1U01E RIDGE ONE-PIECE FIBERGLASS PIPE INSULATION WITH
REQUIREMENTS COMPLYING WWI ASIA C 547. SELF-SEALING A II 51 E LiP
LONGiTDINAL JOINTS AND BUTT STRIPS FOR 'TRANSVERSE JOINTS. JUNG
SWILL CONFORM TO AASIM C 1136, TYPE R MAXIMUM VAPOR TRANSMISSION
RATING OF 0.02 PERM WHEN TESTED ACCORDING TO ASTM E 96,,
PROCEDURE A. (K VALVE) 0.25 BR/ • IN. / HNR • FT2 • 'F AT 75 F MEAN
TD1PERATURE. PRIDE iNSUNAUON THICKNESS AS INDICATED.
DOYESOC COLD MATER PIPING i' AIM SMALLER 1/2' THICKNESS
DOMESTIC COLD WATER PIPING 1 -1/4" - 2'• 3/4' THICKNESS
PURISM VENT PUIIG WHIN 6 FEET OF ROOF OUTLET 1' THICKNESS
CONDENSATE PPM 1/2' 11/111CIOIESS
DOMESTIC HOT WATER PIPING Z' AND SVALLER 1' 'THICKNESS
HOT WRIER AND WASTE PRIG BELOW HANDICAP L*VATORIES/SIICS
PPE NSUTATIOtt FLDOB E, ONE PIECE, EXPANDED CLOSED -CELL
ELASTO,ERIC PPE INSUATMMA Wi1H REQUIRDEHTS COMPLYING VTTH AMA C
518, SOF- SEALING, VI1H A IM>4AJ1 VAPOR 11MNSYSSION RANG OF 0.20
PERM WHEN TESTED ACCORDING TO AS1M E 96. 1HERMML CONDUCTIVITY (K
VALVE) SWLLL NEW EXCEED 0.27 BTU •N. /HR. •FT2•'FAT
YEAH 1EMPOWUlRE, AND RISUNA'T1OH AND JACKET SHALL BE RAZED FOR
OPERATING TEMPERATURES FROM 40F TO 18O'F PROVIDE NSUATION
THICKNESS AS INDiCA'TED
(E) COLD WATER METER
, (E) 1'CW
e fla
\-(E) SHUT-OFF VALVE
1 "cw
f 1_ ____. FFD. FS, OR HUB DRAIN
*01G3
DOMESTIC COLD WATER PIPING 2' AND SMALLER: 1/2' THICKNESS
CONDENSATE PRK,`: 1/2' THICKNESS
DOMESTIC HOT WATER PIPING 2" AND SMALLER 1/2' THICKNESS
SHUTOFF VALVES. WiTH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH
PLUMING FIXTURE. FOOD SERVICE EQUIPMENT REM OR OTHER EQUPMENi
ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL
BE EQUAL TO CRANE 19302 - 9322 BALL VALVE. CONSTRUCTION - 1RVO
IVY BRONZE BODY, FULL PORTED. CHROME PLATED BRASS BALL,
REPLACEABLE 'TEFLON OR TEE' SEATS AND SEALS RATING - 150 PSI WSP.
600 PST WOG. COM ECTIONS - SOLDER OR THREADED DED E DS TO MATCH
PIPING. STANDARDS COPLANCE - BRONZE OR BRASS VALVES:
MSS -SP -110.
ACCESS PANGS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES,
VALVES„ ETCETERA ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR
ADJUSTMENT AND MANTDiANCE IS POSSIBLE THROUGH LAY-IN SUSPENDED
CEILINGS. ACCESS PANELS ARE NOT REQUIRED.
INSIAL.LAIIONN: THOROUGHLY CLEAN ITEMS BEFORE NSALLAUON. CAP PIPE
OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE NSTALLUD AND FINAL
CONNECLIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION
WILL PERWf. SET FIXTURES LEVEL AND N PROPER AUGMENT- INSTALL
SUPPLES N PROPER AUGMENT MATH FIXTURES. INSTALL SPlCOiE SEAANU
BETWEEN FIXTURES AND !AJACEIff MATERIAL. FOR SANITARY JONf. AND OM1f
ESCUTCHEONS.
EONS.
REPAIR DOSING PU MIBING SYSTEM COMPONENTS DAMAGED BY
CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS
TEST WATER MIDI UNDER 150 PSG HYDROSTATIC PRESSURE, FOR FOUR
(4) HOURS HILT. WHEN TESiNG INDICATES MATERM S OR WORIOAANSFIP
IS DEFICIENT. REPLACE OR REPAIR AS REQUIRED. AND REPEAT TEST UNNTL
STANDIiRDS ARE ACHIEVED
TEST suirrAirt DRAINAGE AND VENT SYSTEM BY FIL NG WiTH WATER, WNiH
ALL POINTS N THE SYSTEM BONG SUBJECT TO PRESSURE OF AT LEAST LO'
OF MATER WATER LEVEL SHOAL MANN STATIONARY FOR A PEILOD OF ONE
HOUR WITHOUT ANY PPE OR JOLT LEAKAGE F TESiIIG INDICATES
DEFICIENCIES REPLACE OR REPAIR AS REQUIRED. AND REPEAT TEST UNTIL
STANDARDS ARE ACHIEVED
KARREM AN +ASSOCIATES
4 rchitecture
ri
RECEIVED
CITY OF TUKV/I/A
PERMR CEhjER
•
231 Go wen Place NW
Bainbridge Island
Washington 98110
tel / fax
206 842 1253
e—mail
fronkOkarrem on.com
9
ENGINEER'S STAMP
CONSULTANTS:
HV Engineering, Inc.
Consulting Engineers
® 7100 Linden Ave. N. Suite 1
® Seattle, Washington, 98103
www. hvengineering. biz
® Peon: (206) 706 -9669
Fax: (206) 706 -1830
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CO o L y
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T I-
SCHEDULES,
DETAILS AND
SPECIFICATIONS
SCALE: 1 /4' =1'-0'
ISSUE DATE: 9/21/07
REVISIONS:
PERMIT SET
P0.2
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•
•
•
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