HomeMy WebLinkAboutPermit PG08-047 - WESTFIELD SOUTHCENTER MALL - CLARKSCLARKS
466 SOUTHCENTER MALL
PGO8-047
Parcel No.: 6364200010
Address:
Suite No:
Citof 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
PLUMBING /GAS PIPING PERMIT
466 SOUTHCENTER MALL TUKW
Permit Number:
Issue Date:
Permit Expires On:
PG08 -047
06/09/2008
12/06/2008
Tenant:
Name: CLARKS
Address: 466 SOUTHCENTER MALL , TUKWILA WA
Owner:
Name:
Address:
WESTFIELD PROPERTY TAX DEPT
PO BOX 130940 , CARLSBAD CA
Contact Person:
Name: DAVID A LEVEY
Address: 345 SPRINGSIDE DR , AKRON OH
Contractor:
Name: SCOTT THOMAS CONSTRUCTION INC
Address: 201 PACKETS COURT , WILLIAMSBURG VA
Contractor License No: SCOTTTC077KF
Phone:
Phone: 330 666 -6767
Phone: (804)564 -3455
Expiration Date: 06/19/2009
DESCRIPTION OF WORK:
PLUMBING FOR TENANT IMPROVEMENT
Value of Plumbing /Gas Piping:
Fees Collected:
$8,000.00
$160.00
Plumbing
Bathtub or combination bath/shower
Bidet
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
Uniform Plumbing Code Edition: 2006
International Fuel Gas Code Edition: 2006
FIXTURE TYPE AND OUANTITY
Plumbing (cont.)
0 Building sewer and each trailer park sewer 0
0 Rain water system - per drain (inside bldg) 0
0 Water heater and /or vent 0
0 Industrial waste treatment interceptor, including
1 its trap and vent, except for kitchen type
0 grease interceptors 0
0 Repair or alteration of water piping and/or water
1 treatment equipment 0
0 Repair or alteration of drainage or vent piping 0
1 Medical gas piping system serving (1 -5)
0 inlets /outlets for a specific gas 0
0 Medical gas piping (6 +) inlets /outlets 0
0 Gas Piping
0 Gas piping outlets (0 -5) 0
1 Gas piping outlets (6 +) 0
* *continued on next page **
doc: UPC -10/06
PG08 -047 Printed: 06-09 -2008
erk
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 Number: PGO8 -047
Issue Date: 06/09/2008
Permit Expires On: 12/06/2008
Permit Center Authorized Signature:
Date: b.-- "(.L/
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or th performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. c�
Signature: - Date: ! C39—
Print Name:
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: UPC -10/06
PG08 -047 Printed: 06 -09 -2008
Parcel No.: 6364200010
Address:
Suite No:
Tenant: CLARKS
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
466 SOUTHCENTER MALL TUKW
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
PG08 -047
ISSUED
02/19/2008
06/09/2008
1: ** *PLUMBING AND GAS PIPING * **
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: 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.
* *continued on next page **
doc: Cond -10/06
PGO8 -047 Printed: 06 -09 -2008
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 does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the performance of work.
Signature:
Print Name:
Date v
doc: Cond -10/06
PG08 -047 Printed: 06 -09 -2008
eft,
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hup://www.c.i. vru. us
Building Permit No.
ehanical Permit No.
Plumbing /Gas Permit No.
Public Works - Permit No.
oJpceu,el
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 **
CATIO
King Co Assessor's Tax No.:(40420' CC)1C�
Suite Number:h}iab Floor: 1
New Tenant: 0' Yes ❑ .. No
Site Address: i t f rie ` ma \\
Tenant Name: C1ar�- 5,�,,,,����^^ ``
Property Owners Name: \ e �C,"`C_\C A
Mailing Address:1110CA W 1 \`�l\Ce.. 1;\YCi e t \ \"" —C.1 Cute
Lob City
Aes CA °k c 2S
State Zip
Name: 1DQN; t c) k.
Mailing Address: j ff .� t IO�C. r •
E -Mail Address: Ale; G a can
Day Telephon LgL . l>Di(Q71
AVIrnn 4433"a‘
City State Zip
Fax Number: Lzkei(>s . e.)3 -
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Expiration Date:
Contact Person:
E -Mail Address:
Contractor Registration Number:
State
Zip
Company Name~ 1• \ ` L1 Oi' :'
"Dr . P1W1 ,
Mailing Address: �' A b ..7F' j �
t
Contact Persotc:D %/
E -Mail Address: (Z). Ck E3■..t
City
cal 44333
State
Zip
Day Telephone: Sc • LD (A..., . (l LD7
Fax Number: La(alt)
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Q:1Applications\Fonns- Applications On Line`•3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
State
Zip
Page 1 of 6
PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION T be C_1'Plfe ne.44,
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
City
Day Telephone:
Fax Number:
Expiration Date:
State
Zip
Valuation of Plumbing work (contractor's bid price): $ gi DC)
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information): Tenet n*" rnpre vP�rrl
Building Use (per Int'1 Building Code): -+
Occupancy (per Int'1 Building Code): I" A 1e'C„a, \t,
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
e ` y
Qty
F ixtur . " e: ...
'ire
.
T e:
7x�xt r�7 ype
Qtr;
Bathtub or combination
bath/shower
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
'
Sinks
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
Water heater and /or
vent
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
Q :\Applications'\Fornx- Applications On Line` -2006 - Permit Application.doc
Revised: 9 -2006
bh
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).
1 HEREBY CERTIFY THAT 1 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.
BUILD)
Signature:
Print Name \/ tC) .
Mailing Address:] l { 1 8,.Q,, "Ix"
R OR AUTHORIZED . NT:
Date: bZ /OS /O$
Day Telephone:C). L�(aC,o , CO kin
City State Zip
Date Application Accepted: 0
11 fr(1)
Date Application Expires:
ini 1,9 l ai4b
Staff Initials:
q:Llppllcations'',Fonns- Applications On Line'2-2006 Permit Application.doc
Revnsed: 92006
bh
Page 6 of 6
1
SET RECEIPT
RECEIPT NO: R08 -02032
Initials: JEM
User ID: 1165
Payee: SCOTT THOMAS CONSTRUCTION
Payment Date: 06/09/2008
Total Payment: 3,129.00
SET ID: 0304A
SET TRANSACTIONS:
Set Member Amount
D08 -089 1,848.75
EL08 -158 656.00
M08 -044 556.25
PG08 -047 68.00
TOTAL: 1,848.75
TRANSACTION LIST:
Type Method
Description
SET NAME: CLARKS
Amount
Payment
Check 157397
ACCOUNT ITEM LIST:
Description
TOTAL:
Account Code
3,129.00
3,129.00
Current Pmts
BUILDING - NONRES
ELECTRICAL PERMIT - NONR
MECHANICAL - NONRES
PLAN CHECK - NONRES
PLUMBING - NONRES
STATE BUILDING SURCHARGE
000/322.100
000.322.101.00.0
000.322.102.00.0
000/345.830
000.322.103.00.0
000/386.904
TOTAL:
1,784.25
656.00
451.00
165.25
68.00
4.50
3,129.00
3421 06/09 0711 TOTAL 3129.00
SET RECEIPT
RECEIPT NO: R08 -02033
Initials: JEM
User ID: 1165
Payee: SCOTT THOMAS CONSTRUCTION
Payment Date: 06/09/2008
Total Payment: 60.00
SET ID: 0304A SET NAME: CLARKS
SET TRANSACTIONS:
Set Member
PG08 -047
TOTAL:
Amount
60.00
60.00
TRANSACTION LIST:
Type Method Description Amount
Payment Check 5095
ACCOUNT ITEM LIST:
Description
60.00
TOTAL: 60.00
Account Code Current Pmts
PLUMBING - NONRES
000.322.103.00.0 60.00
TOTAL: 60.00
3420 06/09 9711 TOTAL 60.00
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:/lwww.ci.tulcwila.wa.us
SET RECEIPT
Vv�
RECEIPT NO: R08 -00458
Initials: JEM Payment Date: 02/19/2008
User ID: 1165
Payee: DAVID A LEVY & ASSOCIATES
Total Payment: 1,524.55
SET ID: S000000961 SET NAME: Tmp set/Initialized Activities
SET TRANSACTIONS:
Set Member Amount
D08 -089 1,321.05
EL08 -158 164.00
M08 -044 7.50
PG08 -047 32.00
TOTAL: 1,524.55
TRANSACTION LIST:
Type Method Description Amount
Payment Check 11959 1,524.55
TOTAL: 1,524.55
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
ELECTRICAL PLAN - NONRES
PLAN CHECK - NONRES
000/322.100 97.75
000.345.832.00.0 164.00
000/345.830 1,262.80
TOTAL: 1,524.55
97Q0 02/19 >17.10 TOTAL 152 _55
INSPECTION RECORD.
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
R'-6Li 7
Proje
latLA k 14-C
Type of Inspection:
c-1 r� 4 k - 'Vf Lc
h
Address:
?Cam nil i4( I
Date Called:
. e. ad/ ■1y K. -aIUG() 1 eri-••
Special Instructions:
Date Wanted:
— (7 - K
ai,.
p.m.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
F'41 J/ G.° 4,0/Se
. e. ad/ ■1y K. -aIUG() 1 eri-••
Date:' /47 /codep
❑ $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be
pair • t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
A _ u`. 1 w1
v
INSPECTION RECORD •
Retain a copy with permit
INSPECTION NO. PERMIT NO.
1p&btoeer7
CITY OF TUKWILA BUILDING DIVISION VE
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project:
Type of Inspection:
Address: �
7
/72/9//
Date Called:
Special Instructions:
Date �nte�
_ _ a
!
Requester:
Phone No:
75
r _ /�
3y� 9-5-
Approved per applicable codes.
Fir
Corrections required prior to approval.
COMMENTS:
,1).A4 -1011 7"4a 4 &cgpi e
1. /4 e /4,171-
D $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
3
T
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION Q.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project -� ec
Type //0/6*7' P /C., -014
Addry 4
Date Called:
Special Instructions:
..
Date Wanted: /
/-
CO --04
�'
p.m.
Requester:
Phone o:
f 'S /255.
IAApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
Date: c / a /�
El $6044O`REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
2-
JNSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project: //44
Type of Ipsp�� /����
/I/l�e' -d,
A d r s:/ //i/977
Date Cta
Special Instructions:
Date nted: (1:mr
1;—/2 -'cam- p•m•
Requester:
Phone No
7 2-__3(/6/7
11
X Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
Inspector:
ci$
Date: ! /2...h cr
$60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
Old at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
rat '- 4.a:n _ , y.u,, ,,,aa -= " ` - - , .a. tv.,..hsd
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
P‘42 697
PERMIT NO.
(206)431 -3670
Project:
Type of nspection:
Address:
4/ �'V/
Date Called:
Special Instructions:
Date Wanted:
a.m.
Requester:
Phone No:
7..5 % .`
/S —/2S'5-----
Approved per applicable codes.
orrections required prior to approval.
COMMENTS:
Onf
Inspector:
Date: /,! /o Y
El$6 0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be
pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
City of Tukwila — Public Works Maintenance Department
600 Minkler Blvd, Tukwila, WA 98188
Backflow Assembly Test Report Form
Pip 2 -041
NAME. GL.44-r21"S ACCOUNT #
SERVICE ADDRESS (j�,�,�� AI-��%.� 253
7..'�^".._.. Sf� C.it"�/ �.-/UMY METER
CITY
"R G.1 Imo.
ASSEMBLY LOCATION 45 /A./ AJ 6
STATE w41.'
ZIP CODE
CROSS - CONNECTION CONTROL FOR?
SIZE , .. f ... MAKE WV ' 1 S MODEL Oei) ItiI rrYPE ,..DC kikg ..._ SN T [ !.,.... _...
13,,,,... PSI NEW? O EXISTING? .❑ REPLACEMENT? ❑
LINE PRESSURE AT TIME OF TEST?
gb
INITIAL TEST RESULTS
TESTS AFTER REPAIR OR CLEANING
RPBA
PSI DROP ACROSS #1 CHECK VALVE
RELIEF VALVE OPENED
#1 CHECK VALVE CLOSED TIGHT?
#1 CHECK VALVE LEAKED?
#2 CHECK VALVE CLOSED TIGHT?
#2 CHECK VALVE LEAKED?
APPROVED AIR GAP PROVIDED?
RPBA PASSED TEST? Yes ❑
No
PSID
PSID
❑
❑
❑
❑
❑
PSI DROP ACROSS #1 CHECK VALVE
RELIEF VALVE OPENED
#1 CHECK VALVE CLOSED TIGHT?
#1 CHECK VALVE LEAKED?
#2 CHECK VALVE CLOSED TIGHT?
#2 CHECK VALVE LEAKED?
APPROVED AIR GAP PROVIDED?
RPBA PASSED TEST? Yes
No
PSID
PSID
❑
❑
❑
❑
❑
❑
DCVA
#1 CHECK VALVE CLOSED TIGHT? 2 "" t'f"
#1 CHECK VALVE LEAKED?
#2 CHECK VALVE CLOSED TIGHT? 2-'7
#2 CHECK VALVE LEAKED?
DCVA PASSED TEST ? Ye
No
PSID
PSID
❑
#1 CHECK VALVE CLOSED TIGHT?
#1 CHECK VALVE LEAKED?
#2 CHECK VALVE CLOSED TIGHT?
No
PSID
❑
PSID
❑
LEAKED?
DCVA PASSED TEST? Yes ❑
PVBA
AIR INLET OPENED AT
AIR INLET FAILED TO OPEN?
CHECK VALVE HELD TIGHT AT
CHECK VALVE LEAKED?
PVBA PASSED TEST? Yes ❑
No
PSID
❑
PSID
❑
❑
AIR INLET OPENED AT
AIR INLET FAILED TO OPEN?
CHECK VALVE HELD TIGHT AT
CHECK VALVE LEAKED?
PVBA PASSED TEST? Yes ❑
No
PSID
❑
PSID
❑
❑
APPROVED ASSEMBLY? PROPER INSTALLATION? / INSPECTED BY CCS?
REMARKS
TEST COMPANY J 1 "-4\4 i f, tv PHONE 2-0k> J .3-L41
TEST KIT MAKE 14 11lOu��rMODEL 8 c S SN 0' O (t>O C)teALIBRATION DATE — ()EY
I certify that I used WAC' x%46- 290 -490 approved Test Methods and Differential Pressure Test Equi ment
TESTER'S NAME (PRINTED �/ ' �� CERTIFICATION # �6
DATE TESTED 7' /s}
REPAIR DATE
DATE TESTED
TES (P !...`.._-.
SIONATZIRE
REPAIRED BY
RETESTED BY
CERT #
CU• 1T. LVVV 11.TLn I
I V t I‘ I V IY L U L V
V• IV IV
® REDUCED PRESSURE
BAC.KFLaW PREVENTERS
by BEECO®
Model FRP -IC 2" WITH FULL USC, CSA, AND
ASSE #1013 APPROVAL
DESCRIPTION
The Beeco. Model FRP -II backflow preventer is an
economical, easily repaired in line, reduced pressure
device. Both check valves are spring loaded poppet type
valve assemblies. The relief valve is a diaphragm actu-
ated, spring loaded, double seat valve assembly. Spring
and seats can be removed and replaced using low cost
replacement kits.
All parts are made from corrosion resistant materials.
The compact design places the sensing diaphragm and
passage within the unit housing to eliminate danger of
malfunction due to damage from handling or vandalism.
The Model FRP -II features the Aergap® principle which
provides the highest level of protection against back -
siphonage by creating an internal air gap whenever
supply pressure is reduced to atmosphere or lower
under the normal operation of the device.
An Air Gap Drain Funnel is available for installation with
the FRP -II.
OPERATION
NORMAL:
The check valva remain closed urlti there is a demand for water. In
opening and crossing the first check valve, water is reduced In
pnuum. The relief valve remains in a closed position because of the
differential between the supply pressure end the reduced pressure
within the zone. The second check valve remains open as water flows
through the device in the normal direction.
IACKPRESSURE:
in the event pressure increases downstream of the device, tending to
reverse the direction of the flow, both check valves are closed to
prevent bevkflow.
If the second check valve is prevented from closing tightly, minor
The Aergap ° Principle
leakage back into the zone incrases the zone pressure to within a
few pounds of the supply pressure, the relief valve opens,, and water
is discharged to the atmosphere.
If supply pressure drops, the relief valve opens automatically and
drains ureter to atmosphere to reduce pressure in the zone below
that of the supply pressure.
IACKSIPNONAGE:
If the supply pressure drops to atmosphere or lower, the relief valve
will remain fully open, provirxng an internal air gap between the
firt check valve and the water level In the RP zone.
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0 20 40 0 : • Ti i r 140 (� : • • •
RATE OF FLOW-U.S. GALLONS PER MINUTE
20
40
00 80 100 120 140 160 Ie0 200
I to
6
2
RATE OF FLOW -U. S. GALLONS PER MINUTE
1q/1 2
OQ
THE ABOVE FLOW CHARTS REFLECT PRESSURE LOSS WITH GATE VALVES.
•)11 ••••
• , .:.,•;......
-
•.Dkseereeneeedw:
A
812 -' •'•1^' .,
see` ._
1"
1.114"
2"
A
13.3/4•-
14.3/4
12-1/2-
10.1/2"
21.716-
5
e"
6"
12"
11
12.3/8"
C
3•s /6"
34/6"
5
54/4.
0
4.15/16"
446/16-
6.13/16•
1/1/16"
f (064.1)
2•116-
3-5/8"
4.9/18"
5-1/6
0.114„
F
1.9/16"
1.9/18"
2. 13/16--
2-13/16"
2.111••
3.1/2"
2-9116'•
23/4"
KUM
3.1/0"
50 Test Cocks
1/4" NPT
1/4" NPT
1/4" NPT
1/4" NPT
, /4' NPT
Nel W91. LNalves
91,2 122.
10.1 /2106
251ba.
24. 1/21x,
32.1 /2 lbs.
N41 Wilt. W /NRS VoNes
12-114 lbs.
14 Ipa.
29•,3141x.
343/4 Ns.
42-1/4 we,
prose Wql LNalvaa
11.114126
12. 1/4121, 27.3/41bs.
27.1N1be.
54/4 ma.
Grose Wet W /NRe V8N4s
14.1/21x21
16.1 /41b. 33.1/41x.
39.1/4106
45.3/4106
SPECIFICATIONS
Body
Check Valve Enclosures
Valve Disc
Diaphragm
"0" Ring '
Springs
Screws
Maximum Working Pressure
Hydrostatic Test Pressure
Temperature Range
Gasket
Bronze
Glass Filled Noryl
Silicone Rubber
Buns N and Nylon
Duna N
Stainless Steel
Stainless Steel
150 psi
300 psi
33° -210 °F
Buns N
l8
16
14
12
10
e
6
4
2
0
• Ye /.• ' r r.N,t.�h•C' 111 - ' • . 1 ..'. l`_ 6`'11 IAl S'• r• Y }S �, f:Y
rr}j. N• A• Y:.�.�
>�a *AIL 9>antirs, sh bq -pt'Sh F4at5oNk rv+:I�uu
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:s "•isubber:.or. otbe,'r r. ;trreiifvs nt, i eiA(t:iidt;.
SALES OFFICES
SOUTHEAST - 2131 Kingston Court, S.E., Suite 102, Marietta. GA 90087 (404) 952 -4424
NEW ENGLAND - 129 Morgan Drive, Norwood, MA 02062 (617) 782-4272
NORTHEAST -- 99 Beaverbrook Rd., Lincoln Park, NJ 07035 (201) 633.1414
MIDWEST -1025 Criss Circle, Elk Grove Village, IL 60007 (312) 439 -7700
WESTERN - 7240 East Slauson Ave., Los Angeles, CA 90040 (213) 722 -6870
Mrweinhr9 1047 14anav PrY111uct4 Int.. CIP.veland. NC 27013. U-S.& Printed in U.S-A.
2/6870
44ersey
PRODUCTS INC.
Highway 70, P.O. Box 128
Cleveland, NC 27013
(704) 278 -9611 Telex 572 -391
* PERMIT COORD COPY •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG08 -047 DATE: 02 -19 -08
PROJECT NAME: CLARKS
SITE ADDRESS: 466 SOUTHCENTER MALL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
I I `�•
Bui .�ng � vision
Public Work 2-
Fire Prevention
Structural
Planning Division
Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete F1
Comments:
Incomplete
DUE DATE: 02-2 1 -08
Not Applicable El
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUT G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
n
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 03-20-08
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28-02
CODES
2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS
2006 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS
2006 UNIFORM PLUMBING CODE W/ WASHINGTON AMENDMENTS
2006 INTERNATIONAL FIRE CODE W/ WASHINGTON AMENDMENTS
2006 WASHINGTON STATE ENERGY CODE
2005 NATIONAL ELECTRICAL CODE
BUILDING DEPARTMENT
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
6300 SOUTHCENTER BLVD. #100
TUKWILA, WA 98188
PH. 206-431-3670
CODE INFORMATION
FULLY SPRINKLERED
CONSTRUCTION TYPE: 2B
OCCUPANCY CLASS: M
GROSS SQUARE FOOTAGE
NET SQUARE FOOTAGE
FRONT OF HOUSE AREA =
(30 S.F./ OCCUPANT)
BACK OF HOUSE AREA
(300 S.F. / OCCUPANT)
TOTAL OCCUPANT LOAD
MECHANICAL
POINT ONE DESIGN
9941 YORK THETA DRIVE
NORTH ROYALTON, OH 44133
PH. 440- 230 -1800
FX. 440 -230 -1831
ELECTRICAL
STADELMAN ASSOCIATES
931 PORTAGE TRAIL
CUYAHOGA FALLS, OH 44221
PH. 330- 926 -2600
FX. 330- 926 -4531
DEVELOPER
WESTFIELD
11601 WILSHIRE BLVD.
14TH FLOOR
LOS ANGELES, CA 90025
CONTACT: JOSH KIMMEL
e -mail: JKIMMEL @WESTFIELD.COM
PH:310- 893 -4761
OWNER
CLARKS
156 OAK STREET
NEWTON UPPER FALLS, MA 02464
BOB JOHNSON
SENIOR DIRECTOR OF CONSTRUCTION
PH. (617) 796 -5056
FX. (617) 243 -4210
DENNIS HORN
DIRECTOR OF CONSTRUCTION
PH (617) 243 -4214
FX. (617) 243 -4210
= 2,700 SF
2,521 SF
1,270 SF = 43
= 1,243 SF = 5
= 48
NO. OF EMPLOYEES 3 PERSONS
ENGINERING CONSULTANTS
KEY PLAN
CLARKS
LEVEL 1 OF 3
SPACE #1010
WESTFIELD SOUTHCENTER 466 SOUTHCENTER MALL TUKWILA, WA 98188
STORE # 753
0 -0
1' -9
11
11
11
VICINITY MAP
WESTFIELD SOUTHCENTER
466 SOUTHCENTER MALL SPACE #1010 TUKWILA, WA 98188
WESTFIELD
SOUTHCENTER /,
BAKER BLVD.
STRANDER BLVD.
LEASELINE TO LEASELINE
a
GROSS LEASEABLE AREA
2,700 SQ. FT.
LEASELINE TO LEASELINE
REVISION:
02- 13- 08-PER LANDLORD COMMENTS
-AKS
■
LOD PLAN
SCALE: 1/8"=1
SEPARATE PERMIT
REQUIRED FOR:
❑ Mechanical
❑ Electrical
lumbing
Ti Gas Piping
City of Tukwila
BUILDING DIVISION
v
N cha' gss '... - 3= scope
of 'vt _ ? " x ,,,, _ `" of
,.. kery +_rd ,rep . , y
NOTE: Re s MI re.. ue w. A 71. ,. s,t t
may S IUCIe aidiJ,i t te; s pir.� a ' * 3r" fi; .3.
ISSUE / DATE:
ISSUE 1 - CONSTRUCTION DOCUMENTS
01-30-2008
Permit No.
By,
FILE C0PY600
Date:,
City of Mimi%
BUILDING DIVISION
INDEX OF DRAWINGS
ARCHITECTURAL
C100 COVER SHEET /INDEX/CODE INFO
C101 GENERAL NOTES
C102 FINISH SCHEDULE ! RESPONSIBILITY SCHEDULE
C103 MOULDING SCHEDULE/ PROFILES
A100 FLOOR PLAN
A101 ENLARGED TOILET PLAN / ELEVATIONS
A102 EGRESS PLAN
A200 REFLECTED CEILING PLAN
A300 ENLARGED STOREFRONT PLAN! ELEVATION
A400 INTERIOR ELEVATIONS
A401 INTERIOR ELEVATIONS
A500 STOREFRONT SECTIONS
A501 STOREFRONT DETAILS
A502 STOREFRONT DETAILS
A503 STOREFRONT DETAILS
A600 INTERIOR DETAILS
A700 DOOR SCHEDULE/ DETAILS/ NOTES
A701 THRESHOLDS & FLOORING TRANSITIONS
A800
A801
A802
A803
AS100
AS101
AS102
PLUMBING
P100 PARTIAL PLUMBING PLAN / DETAILS
P200 PLUMBING SPECIFCATIONS ! SCHEDULE
MECHANICAL
M100
M200 MECHANICAL SYMBOLS, NOTES & SCHEDULES
ELECTRICAL
El 00
C Cf Tol d ;; E200
E300
E400 ELECTRICAL SYMBOLS & NOTES/
LIGHTING FIXTURE SCHEDULE
E500 POWER RISER DIAGRAM / PANEL SCHEDULES
Plar review approval is subject to errors and omLssions.
Approval of construction documents does not authodzo
the violation of any adopted code or ordinance. Recelpi
of approved Field Copy and condoms is acknowledged:
FIXTURE PLAN
FIXTURES - DETAILS
FIXTURES - DETAILS
FIXTURES - DETAILS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
MECHANICAL PLAN
LIGHTING PLAN
POWER PLAN
ELECTRICAL DETAILS
ELECTRICAL SPECIFICATIONS
345 SPRINGSIDE DRIVE TEL 330 / 666 -6767
AKRON. OHIO 44333 -2434 FAX 330 / 666 -8334
RECEIVED
CITY OF TUKWILA
FEB 19 2008
PERMIT CENTER
IA A
& ASSOCIATES
> Retail Design & Development
Mot
SYMBOL
DESCRIPTION
HW
DOMESTIC HOT WATER
CW
DOMESTIC COLD WATER
SAN
SANITARY WASTE
TP
TRAP PRIMER
FD
— — — a — —
FLOOR DRAIN
— — — — a — —
FFD
FUNNEL FLOOR DRAIN
WC
WATER CLOSET
LAV
LAVATORY
EWH
ELECTRIC WATER HEATER
CO
CLEAN OUT
AFF
ABOVE FINISHED FLOOR
NTS
NOT TO SCALE
LL
LANDLORD
PC
PLUMBING CONTRACTOR
GC
GENERAL CONTRACTOR
3"
COLD WATER LINE
-
FFD
HOT WATER LINE
- -
-
SANITARY WASTE LINE
1 -1/2"
- - ----- V - - - --
SANITARY VENT LINE
ITEM
DESCRIPTION
HW
CW
WASTE
VENT
F_U_
WC
WATER CLOSET
-
1/2"
4"
2"
6
LAV
LAVATORY
1/2"
1/2"
1-1/T
1-1/2"
2
EWC
ELECTRIC WATER COOLER
-
1/2"
1 -1/2"
1 -1/2"
1
FD
FLOOR DRAIN
-
-
3"
1 -1/2"
2
FFD
FUNNEL FLOOR DRAIN
-
-
3"
1 -1/2"
2
I
PLUMBING FIXTURE SCHEDULE
PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL FIXTURES IN THIS SCHEDULE OR
THEIR APPROVED EQUIVALENT:
C
ID
F
WATER CLOSET (WC)
KOHLER NO. K -3493 "HIGHLINE" (PRESSURE LITE) ELONGATED TOILET, VITREOUS
CHINA WITH SIPHON ACTION BOWL, CLOSED COUPLED TANK WITH 1.4 GPF LOW
CONSUMPTION, SPEED CONNECT TANK/BOWL COUPLING SYSTEM, 17 -1/8" RIM HEIGHT,
LUSTRA NO. 4650 WITH OPEN FRONT SEAT WITH COVER. MOUNT FLUSH LEVER
OPPOSITE FROM WALL.
LAVATORY (LAV)
KOHLER "SOHO" NO K -2054 WALL HUNG CAST IRON LAV, FRONT OVERFLOW, NO.
K- 7305 -K/K- 16010 -5 FAUCET COMPLETE WITH MODEL NO. K -13885 OFFSET GRID DRAIN,
1 -1/4" TAIL PIECE AND 4" WRIST HANDLES. FURNISH AND INSTALL CHROME SUPPLY
WITH WHEEL STOPS. FAUCET SHALL BE PROVIDED WITH AERATING WATER SAVERS.
(0.5 GPM MAXIMUM FLOW), INSULATE WATER AND WASTE PIPING UNDER LAVATORY
WITH TRUEBRO "LAV GUARD2" #102E -Z. ROUGH IN 34" AFF TO RIM.
WATER HEATER (EWH)
"CHRONOMITE LABORITORIES" TANKLESS ELECTRIC WATER HEATER MODEL SR -20L,
57 °F RISE AT .5 GPM, FLOW SWITCH ACTIVATED, 6 "x9 "xQ -1/2" SIZE, WALL MOUNTED, U.L.
LISTED, 4160 WATTS, 208/1/60 POWER AND STAINLESS STEEL HEATING COILS.
FLOOR DRAIN (FD)
" JOSAM" MODEL NO. 30000 -E CAST IRON BODY, ADJUSTABLE SATIN NIKALOY ROUND
STRAINER AND TRAP PRIMER CONNECTION. SUPPLIED AND INSTALLED BY PLUMBING
CONTRACTOR.
FLOOR CLEANOUT (CO)
"JOSAM" MODEL NO. 5600 CAST IRON CLEANOUT WITH ROUND ADJUSTABLE POLISHED
BRONZE TOP, SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.
TRAP PRIMER (TP)
"SMITH" MODEL NO. 2699, TO BE USED ON FLOOR DRAINS AS SHOWN ( *) ON SANITARY
WASTE ISOMETRIC & SUPPLIED BY NEAREST SINK, LAV OR WATER CLOSET.
ELECTRIC WATER COOLER (EWC)
SHALL BE ELKAY MODEL NO. EZS-4, BARRIER FREE WALL
HUNG STAINLESS STEEL RECEPTOR, PUSH -BAR OPERATED BUBBLER, STAINLESS
STEEL CABINET, 4.0 GPH CAPACITY, 3.7 FLA, 325 RATED WATTS. NOTE: REQUIRE 4"
HIGH WATER STREAM FOR USE WITH CUP DISPENSER.
1
FUNNEL FLOOR DRAIN (FFD)
"JOSAM" MODEL NO. 30000 -E2 CAST IRON BODY, ADJUSTABLE SATIN NIKALOY ROUND
STRAINER WITH ROUND FUNNEL AND TRAP PRIMER CONNECTION. SUPPLIED AND
INSTALLED BY PLUMBING CONTRACTOR.
1/2" CW TO INSTANT.
WATER HEATER (EWI -I -C)
WITI-I 1/2" NW TO LAY. I/2„
I/2 " - //i .
/e
13
TIE NEW 3/4" CW LINE INTO
LL PROVIDED CW STUB IN
CEILING SPACE. VERIFY
EXACT LOCATION IN FIELD.
TIE NEW 4" SAN. INTO LL
PROVIDED SAN. STUB
BELOW FLOOR VERIFY
EXACT LOCATION IN FIELD.
B
3 "_ 4 ,"
4"
r 3/4"
3/4'�
WG 1/2"
A
2 WATER PIPING ISOMETRIC
P 1 00 SCALE: NONE
I i I fl - I/2°
C
1 -1/2"
�- f1 -1/2"
1- 1/2 "'1he -1/2"
I f2"
TIE NEW 2" VENT LINE INTO I I
LL PROVIDED VENT 51115 IN 1 - 1/2" ��
CEILING SPACE. VERIFY 2,,_......,,,,,,,,.............
,, L 3 f
EXACT LOCATION IN FIELD. —•--t" '3" FD
.TRAP PRIMER I DI 4..
3
/- 3/4"
TRAP PRIMER -F
W/ 1/2" CW TO FD_
3 SANITARY WASTE ISOMETRIC
P100 SCALE: NONE
1
A
CO
GENERAL NOTES:
1. THE PLUMBING CONTRACTOR SHALL BE HELD TO HAVE REVIEWED ALL SHEETS OF THESE
CONTRACT DOCUMENTS AND WILL BE RESPONSIBLE FOR PERFORMING ALL WORK INDICATED
ON ANY SHEET. THE PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS
WORK WITH THE WORK OF OTHERS.
2. REFER TO SHEET P200 FOR PLUMBING EQUIPMENT SCHEDULES, NOTES AND SPECIFICATIONS.
3. DO NOT ATTACH HANGERS TO DECK ABOVE. SUPPORT PIPING FROM STRUCTURAL FRAMING
ONLY.
4. FURNISH AND INSTALL WATER HAMMER ARRESTORS AT WATER CONNECTIONS TO FIXTURE
GROUPS.
5. ALL PLUMBING WORK TO BE PERFORMED IN COMPLIANCE WITH LOCAL CODES AND LANDLORD
CRITERIA.
6. PLUMBING CONTRACTOR TO INSULATE ALL HOT & COLD WATER PIPING PER P200.
7_ PLUMBING CONTRACTOR TO INSTALL ALL PIPING WITHIN CHASE WALLS. NO PIPING IS
PERMITTED WITHIN DEMISING WALLS.
8. PLUMBING CONTRACTOR SHALL NOT RUN PIPING OVER ELECTRICAL PANELS. PLUMBING
CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO STARTING WORK.
9. NO PLASTIC PIPING IS PERMITTED.
10. PROVIDE AND NECESSARY SAW CUTTING OF CONRETE FLOORS, EXCAVATING AND BACKFILLING
FOR THE INSTALLATION OF WORK SPECIFIED IN THIS DIVISION. AFTER THE PIPE HAS BEEN
INSTALLED, TESTED AND APPROVED, THE TRENCHES SHALL BE BACKFILLED AND WELL TAMPED
TO GRADE WITH APPROVED MATERIAL. PLUMBING CONTRACTOR SHALL REPOUR THE FLOOR.
11. PLUMBING CONTRACTOR SHALL REFER TO DRAWING M200 FOR MECHANICAL GENERAL NOTES
FOR ADDITIONAL REQUIREMENTS.
12. WATER METER: PLUMBING CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE
INSTALLATION JOF CLARKS WATER METER AS SHOWN ON WESTFIELD'S DRAWINGS.
13. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW
PREVENTER ON WATER SERVICE WITHIN TENANT SPACE PRIOR TO MAKING ANY OTHER
CONNECTIONS TO THE WATER SERVICE PIPING.
14. PLUMBING CONTRACTOR SHALL COORDINATE WITH LANDLORD ALL BELOW GRADE WORK PRIOR
TO ANY SLAB DEMOLITION PC SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY
FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW
GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. PC SHALL BE RESPONSIBLE FOR
RECONSTRUCTION AND PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL
LAYERS, VAPOR BARRIER, AND CONCRETE.
15. WATER PIPING SHALL BE "TYPE L" HARD COPPER TUBE ABOVE GRADE AND "TYPE K" SOFT
COPPER TUBE BELOW GRADE.
16. SANITARY WASTE AND VENT PIPING SHALL BE CAST IRON WITH "NO HUB" COUPLINGS.
17. A LANDLORD PROVIDED CAPPED SANITARY VENT CONNECTION IS LOCATED WITHIN OR
ADJACENT TO THE TENANT SPACE IN CEILING, VERIFY EXACT LOCATION IN FIELD. PLUMBING
CONTRACTOR IS RESPONSIBLE TO EXTEND FROM TENANT SPACE TO POINT OF CONNECTION AT
TENANT EXPENSE.
3" FED
PC TO COOK. EXACT LOCATION
OF NEW 3" FFD-1-1 WITH NEW
3 SPRINKLER SYSTEM TEST STATION.
EXTEND 4 CONN. NEW 3"
SAN. INTO NEW 4" SAN.
LINE 13ELoU FLoo
TIE NEW 4" SAN. INTO LL
PROVIDED SAN. STUB
BELOW FLOOR VERIFY
EXACT LOCATION IN FIELD.
TIE NEW 3/4" CW LINE INTO
LL PROVIDED CW STUB IN
CEILING SPACE. VERIFY
EXACT LOCATION IN FIELD.
3/
INSTANTANEOUS WATER
HEATER (EWH -C)
I'
LAY
8
1/2" CU LINE DOWN W/
1/2" CU TO LAY -B.
TIE NEW 2" VENT LINE INTO
LL PROVIDED VENT STUB IN 2 „
CEILIN�� SPACE. VERIF-t' 1 -1/2"
EXACT LOCATION IN FIELD.�im_e
3/4"
3"
3/4" CW DN IN WALL W/ 1/2" CU
TO WC -A 4 1/2" CW TO TP -F.
4"
FIXTURE CONNECTION SCHEDULE
311
PLUMBING SYMBOL LEGEND
3/4"
CO
3"
A
E WC
n
E
1 PARTIAL PLUMBING PLAN
P1 00 SCALE: 1/2"="r-0"
LI
FEB 19 2000
PEFFM1T CENTER
& ASSOCIATES
> Retail Design & Development
345 SPRINGSIDE DRIVE TEL 330 I 666 -6767
AKRON, OHIO 44333 -2434 FAX 330 I 666 -8334
STORE #753
WESTFIELD SOUTHCENTER
SPACE #1010
466 SOUTHCENTER MALL
TUKWILA, WA 98188
CONSULTANT:
DRAWN BY:
POD
ISSUE / DATE:
ISSUE 1 - CONSTRUCTION DOCUMENTS
01 -30 -2008
REVISION :
02 -13 -08 -PER LANDLORD COMMENTS
SHEET TITLE :
PARTIAL PLUMBING
PLAN / DETAILS
SHEET NO. :
P100
-AKS
FIRE PROTECTION SPECIFICATIONS
A. EXISTING— SPRINKLER SYSTEM: SHALL BE MODIFIED FROM LANDLORD'S EXISTING
SPRINKLER SYSTEM FOR THE PREMISES. SPRINKLER SUBCONTRACTOR SHALL BE LICENSED IN
THIS AREA TO PERFORM WORK AND APPROVED BY THE LANDLORD. ALL WORK SHALL BE
GUARANTEED FOR ONE (1) YEAR AND CERTIFIED BY STATE FIRE MARSHALL.
B. FURNISH, INSTALL, EXTEND AS REQUIRED, TO PROVIDE A SPRINKLER SYSTEM FOR THE NEW
CEILING IN THE PREMISES TO INCLUDE ALL PIPING AND ACCESSORIES PER THE REQUIREMENTS
OF ALL APPLICABLE CODES, NFPA -13, NFPA -71, NFPA -72A, LANDLORD AND LANDLORD'S FIRE
AND CASUALTY INSURER.
C. ALL PIPING, ROD SIZES FOR ALL HANGERS, SHALL BE DESIGNED AND INSTALLED PER NFPA -13
ORDINARY HAZARD GROUP II SCHEDULE AND A HYDRAULICALLY DESIGNED SYSTEM IS REQUIRED
BY THE LANDLORD. CRITERIA FOR SYSTEM DESIGN SHALL BE: DENSITY — SALES .18 GPM PER
SQ.FT., STOCK .18 GPM PER SQ.FT. FIRE AREA — MOST REMOTE 2500 SQ.FT.
CLASSIFICATION GROUP II ORDINARY HAZARD. OBTAIN FLOW AND PRESSURE SUPPLIED AT
TENANT SPACE CONNECTION FROM LANDLORD.
D.
E.
F. SPRINKLER SUBCONTRACTOR SHALL OBTAIN FROM LANDLORD THE LANDLORD'S FIRE AND CASUALTY
INSURER'S NAME, ADDRESS, AND PROJECT INDEX NUMBER. PRIOR TO INSTALLATION,
SPRINKLER CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF PRINTS AND ONE SET OF SEPIA
DRAWINGS OF SPRINKLER DESIGN INCLUDING HYDRAULIC CALCULATIONS TO LANDLORD'S FIRE
AND CASUALTY INSURER FOR APPROVAL. UPON APPROVAL AND BEFORE INSTALLATION,
SPRINKLER CONTRACTOR SHALL FORWARD ONE (1) REPRODUCIBLE SEPIA OF THE APPROVED
DESIGN AND THREE (3) BLUE LINE PRINTS, WHICH SHALL HAVE THE LANDLORD'S INSURER'S
APPROVAL STAMP, TO THE LANDLORD FOR LANDLORD'S APPROVAL AND RECORDS. SPRINKLER
CONTRACTOR TO OBTAIN ALL OTHER APPROVALS FROM APPLICABLE AUTHORITIES AND SUBMIT
APPROVED PRINTS TO LANDLORD FOR LANDLORD'S RECORDS.
G. REIMBURSE LANDLORD FOR COSTS OF DRAINING AND REFILLING LANDLORD'S SPRINKLER SYSTEM
WHERE SAME IS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM.
H. ALL OTHER CODE OR LANDLORD REQUIRED FIRE PREVENTION SYSTEMS AND ACCESSORIES SHALL
BE INCORPORATED AS PART OF THIS SCOPE OF WORK.
J.
K.
L.
M.
N.
0.
P.
Q.
R.
S.
NOTE: ALL REWORK SHALL BE BY LANDLORD'S SPRINKLER CONTRACTOR AND BACK CHARGED
TO THE GENERAL CONTRACTOR OR TO OWNER DIRECT. GENERAL CONTRACTOR TO COORDINATE
WITH OWNER'S REPRESENTATIVE.
MAXIMUM SPACING OF SPRINKLER HEADS SHALL BE 130 SQ.FT. PER HEAD IN SALES AREA AND
100 SQ.FT. PER HEAD IN STORAGE AREAS.
SALES AREA AND SHOWCASE SPRINKLER HEADS SHALL BE FULLY RECESSED (CONCEALED)
PENDANT SPRINKLER HEADS, 165'F TEMPERATURE RATING, BY GRINNELL CORP., GEM #F946
OR EQUAL, CONVERT PLATES TO MATCH THE COLOR OF THE ADJACENT SURFACES, FACTORY
TO PAINT HEAD COVERS TO ENSURE FM & UL RATINGS, COORDINATE COLOR WITH GENERAL
CONTRACTOR & ARCHITECT.
THE MALL MANAGEMENT, CENTRAL STATION CONTRACTOR, LANDLORD'S FIRE AND CASUALTY
INSURER, AND THE LOCAL FIRE DEPARTMENT MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO
MAKING ANY MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEM(S). WORK SHALL BE
COORDINATED SO THAT ONLY ONE (1) RISER OR BULKMAIN IS SHUT —DOWN FOR ANY GIVEN TIME.
SPRINKLER SYSTEM(S) SERVICE SHALL BE RESTORED TO THE AREAS AFFECTED AT THE END OF
EACH WORKING DAY DURING THE CONSTRUCTION PERIOD.
NOTE: IN ORDER TO CLEAR ALARMS, CONTRACTOR SHALL CONTACT SECURITY OR MALL MANAGEMENT
SUPERVISOR AT LEAST 60 MINUTES PRIOR TO ANY DRAIN DOWN. CONTRACTOR SHALL REMAIN FOR
ONE HOUR AFTER THE SYSTEM HAS BEEN FILLED TO CHECK FOR LEAKS OR OTHER PROBLEMS.
PIPING TEST — ALL ABOVE GRADE PIPING INSTALLED BY THIS CONTRACTOR SHALL BE TESTED
AT A PRESSURE OF 200 LBS. HYDROSTATIC FOR TWO (2) HOURS AND ALL NOTICEABLE LEAKS TO
BE REPAIRED UNTIL TIGHT.
ANY DAMAGE CAUSED BY SPRINKLER CONTRACTOR TO LANDLORD'S SPRINKLER SYSTEM WILL BE
REPAIRED BY LANDLORD AT SPRINKLER CONTRACTOR EXPENSE.
POST SIGNS AT ANY DRAIN VALVE.
PIPING SHALL BE STANDARD WEIGHT SCHEDULE 40, BLACK STEEL PIPE CONFORMING TO ASTM
STANDARDS A- 120 -73 AND FITTINGS SHALL BE SUITABLE FOR SPRINKLER SYSTEMS AS DEFINED
IN SECTION 2 -5 NFPA 13.
SPRINKLERS MUST BE INSTALLED IN THE TOILET ROOMS AS WELL AS AT THE CEILING OR ROOF
ABOVE.
SPRINKLER SYSTEM IS EXISTING. THE FOLLOWING SHALL BE ADHERED TO:
1. THE SPRINKLER CONTRACTOR SHALL PREPARE SHOP DRAWINGS INDICATING THE EXISTING
PIPING AND HEADS WITH DIMENSIONS, ELEVATIONS AND SIZES ALONG WITH ANY INTENDED
REVISIONS TO THE EXISTING SYSTEM.
2. NEW PIPING SHALL MATCH EXISTING.
3. IF REPLACING OLD HEADS WITH NEW, HEADS SHALL BE APPROVED BY FACTOR MUTUAL FOR
ORDINARY HAZARD, GROUP OCCUPANCY.
A CLEARANCE OF 36" MUST BE MAINTAINED BETWEEN THE SPRINKLER HEADS AND THE TOPS OF
STOCK.
SPRINKLER HEADS MUST BE INSTALLED ABOVE AND BELOW MEZZANINES, DOUBLE DECK STOCK
AREAS, BEHIND CURTAIN WALLS, UNDER CORNICES WITH SOLID TOPS THAT ARE WIDER THAN
2' -6" AND IN SHOW WINDOWS. IF SHOW WINDOWS ARE NOT VENTILATED, USE 212 DEGREE
HEADS.
THE MINIMUM REQUIREMENT FOR SPRINKLER DESIGN SHALL BE NFPA 13 LATEST EDITION,
FACTORY MUTUAL DATA SHEET LATEST EDITION, LANDLORD CRITERIA, LOCAL AND STATE
AUTHORITIES HAVING JURISDICTION. THE MOST STRINGENT SHALL APPLY.
TEST SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE AND WRITTEN CERTIFICATION OF
SUCCESSFUL TESTING SHALL BE SUBMITTED TO THE OWNER PRIOR TO FINAL ACCEPTANCE. THIS
CONTRACTOR SHALL ALSO BE REQUIRED TO PERFORM ALL OTHER TESTS REQUIRED BY THE
PREVIOUS SPECIFIED AGENCY HAVING AUTHORITY.
FIRE PROTECTION NOTES
1. LANDLORD WILL PROVIDE A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO
TENANT SPACE. LANDLORD'S SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD
GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. NO ISOLATION VALVES WILL BE
PROVIDED OR PERMITTED.
2. TENANT'S CONTRACTOR SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S
SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS.
TENANT'S CONTRACTOR SHALL PROVIDE AND INSTALL ALL BRANCH PIPING AND SPRINKLERS
REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANT'S
SPRINKLER SYSTEM DESIGNS SHALL BE BASED UPON THE REQUIREMENTS OF THE STATE OF
WASHINGTON, CITY OF TUKWILA FIRE DEPARTMENT. TENANT SHALL ENGAGE THE SERVICES OF
A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT AND INSTALL
TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN
SPECIFICATIONS. SPRINKLER LAYOUT AND PIPE SIZE SHALL BE HYDRAULICALLY DESIGNED
ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13.
3. ALL SPRINKLER HEADS IN THE FORWARD SELLING ARE ARE TO BE CONCEALED POP OFF
COVER TYPE.
4. ALI- SUPPORTS SHALL BE FROM STRUCTURAL BEAMS AND JOISTS, NOT FROM FLOOR OR
ROOF DECK ABOVE.
5. TENANT'S CONTRACTOR SHALL INSTALL AN INSPECTORS TEST CONNECTION, PIPED TO A
FUNNEL DRAIN, (WITH WET TRAP), MOUNTED 3' -0" A.F.F. INSTALL A 1" CORROSION
RESISTANT SHUT —OFF VALVE.
6. TENANT'S CONTRACTOR SHALL INSTALL A VANE TYPE WATERFLOW DETECTOR IN THE MAIN
SPRINKLER UNE IMMEDIATELY AFTER CONNECTION TO THE LANDLORD'S MAIN, WHICH IS
CONNECTED TO THE LANDLORD'S FIRE ALARM SYSTEM.
PLU
v1BING SPECIFICATIONS
A. CONNECT SEWER, VENTS, AND WATER LINES AS INDICATED ON THE PLUMBING PLANS.
DETERMINE THE EXACT LOCATION OF ALL EXISTING SERVICE CONNECTIONS BEFORE STARTING
THE INSTALLATION OF ANY WORK. COORDINATE ALL WORK WITH OTHER TRADES, THE GENERAL
CONTRACTOR, THE MALL'S PERSONNEL AND THE OWNER'S FIELD REPRESENTATIVE.
B. PLUMBING WORK SHALL CONFORM TO GOOD ENGINEERING PRACTICE AND BE IN ACCORDANCE WITH
THE APPLICABLE PLUMBING CODES AND LANDLORD'S REQUIREMENTS. PLUMBING CONTRACTOR
SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE SANITARY,
VENTS, EQUIPMENT, FIXTURES, INSULATION, ETC...AS SHOWN ON THE PLUMBING DRAWINGS &
IN THE SPECIFICATION FOR A COMPLETE PLUMIBING SYSTEM.
C. SANITARY SEWERS AND VENTS INSIDE OF THE BUILDING SHALL BE SERVICE WEIGHT CAST
IRON, NO —HUB WITH APPROVED JOINTS FOR 2" AND OVER, GALVANIZED WROUGHT IRON CAST
FITTINGS OR TYPE DWV COPPER WITH CAST COPPER FITTINGS WITH SOLDERED JOINTS FOR 2"
AND LESS. PLASTIC PIPING SHALL NOT BE PERMITTED DUE TO CEILING PLENUM RETURN.
D. ALL COLD AND HOT WATER ONES SHALL BE TYPE 'L' COPPER WITH 98 -2 TIN ANTIMONY
SOLDER.
E. INSULATE ALL NEW HOT AND COLD WATER PIPING, EXISTING DAMAGED PIPE INSULATION, ETC., WITH
NONCOMBUSTIBLE ARMSTRONG "ARMAFLEX" TYPE II FOAM INSULATION WITH SEALED JOINTS OR WITH
OWENS CORNING FIBERGLASS ASJ /SSL —II HEAVY DENSITY (K =.26) PIPE INSULATION WITH VAPOR
BARRIER AND SEALED JOINTS. INSULATION THICKNESS SHALL BE AS FOLLOWS:
HOT & COLD WATER BRANCH PIPING UP TO 3/4" 1/2" THICKNESS
HOT & COLD WATER MAIN PIPING UP TO 1 1" THICKNESS
F. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS J.R. SMITH HYDROTROL IN PIPING
SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER, WHERE NECESSARY. BRANCH
PIPING SHALL HAVE ACCESSIBLE SERVICE VALVES. PROVIDE SHUT —OFF VALVES IN THE
SUPPLY PIPING TO EVERY FIXTURE.
G. PLUMBING CONTRACTOR SHALL PROVIDE 2 SETS OF 'AS— BUILT' DRAWINGS TO THE OWNER.
H. CHLORINATION OF WATER PIPING: THE DOMESTIC WATER PIPING SYSTEM SHALL BE FLUSHED
WITH CLEAN POTABLE WATER UNTIL CONTAMINATED WATER DOES NOT APPEAR AT THE OUTLET CONT
AND SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF CHLORINE
AND ALLOWED TO STAND FOR A PERIOD (AS PRESCRIBED BY THE CODE) BEFORE FLUSHING.
THE SYSTEM SHALL BE FLUSHED COMPLETELY WITH CLEAR WATER UNTIL ALL RESIDUAL
CHLORINE CONTENT IS REMOVED. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND
FINAL CONNECTIONS AND PRESSURE TESTING HAS BEEN COMPLETED. IF, AFTER THE PIPES
HAVE BEEN CHLORINATED, THE PIPES HAVE TO BE DISMANTLED, THE CHLORINATION PROCESS
MUST BE REPEATED.
I. LABOR SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY MECHANICS SKILLED IN THEIR
PARTICULAR TRADE. PIPE AND EQUIPMENT SHALL BE INSTALLED SQUARE AND PLUMB AND
ACCESSIBLE FOR PROPER OPERATION AND SERVICE.
J. PIPING
1. ALL PIPING SHALL BE RUN CONCEALED EXCEPT WHERE SHOWN OTHERWISE ON DRAWINGS.
2. VALVES, TRAPS, CLEANOUTS AND OTHER APPARATUS SHALL BE INSTALLED IN AN EASILY
ACCESSIBLE LOCATION.
3. SOIL WASTE, VENT, OFFSETS AND HOUSE DRAINS SHALL BE INSTALLED WITH A MINIMUM
UNIFORM GRADE OF 1/4" TO THE FOOT.
4. HOT AND COLD WATER LINES SHALL BE AT LEAST 12" APART WHERE PIPING IS
PARALLEL
5. ESCUTCHEON PLATES SHALL BE PROVIDED WHERE ALL PIPE PASSES THROUGH A FINISHED
WALL.
6. CONNECTIONS FROM STEEL TO COPPER PIPING SHALL BE MADE WITH DIELECTRIC TYPE
UNIONS, EPCO OR OTHER APPROVED TYPE.
K. COPPER PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 7' —O" AND AT EACH
CHANGE IN HORIZONTALS OR VERTICAL HANGERS SHALL SUPPORT PIPING AT PIPE WITH
INSULATION OVER TOP OR WITH METAL SLEEVE TO PROTECT INSULATION FROM BEING CRUSHED.
L
M.
N.
0.
1. HANGER SHIELD: HANGERS FOR PIPING SHALL BE PLACED AROUND THE OUTSIDE OF THE
INSULATION AND PROTECTIVE SHIELDS SHALL BE INSTALLED AT EVERY HANGER LOCATION.
SHIELD SHALL NOT BE LESS THAN 2/3 THE CIRCUMFERENCE OF THE INSULATION AND
WHERE SPEED CLIPS ARE USED, THE METAL SHIELD SHALL BE CONTINUOUS AROUND THE
CIRCUMFERENCE OF THE PIPE INSULATION. SHIELDS SHALL BE FABRICATED OF THE
FOLLOWING GAUGES:
NOMINAL PIPE SIZE METAL GAUGE
0" — 3/4" 20
CLEAN OUT ALL LINES, ADJUST ALL VALVES AND CLEAN ALL PLUMBING FIXTURES AND EQUIPMENT.
ROUT OUT ALL EXISTING SANITARY SEWERS WITHIN SPACE BEING TIED INTO TO INSURE THE
PROPER FLOW.
AFTER THE PLUMBING PIPING HAS BEEN INSTALLED, INSPECTED AND APPROVED, THE PIPING
SYSTEM SHALL BE FLUSHED TO REMOVE ANY FOREIGN MATTER FROM THE PIPES.
ALL PARTS OF THE PLUMBING FIXTURES AND ASSOCIATED EQUIPMENT SHALL BE MAINTAINED BY
THE CONTRACTOR THROUGHOUT THE GUARANTEE PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE
OF THE BUILDING.
GENERAL REQUIREMENTS OF PLUMBING FIXTURES AND TRIM:
1. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL STOPS, TRAPS, ESCUTCHEONS,
CONNECTIONS, ETC., AS NECESSARY FOR A COMPLETE INSTALLATION.
2. TERMINATE ALL WATER ROUGH —INS WITH SHUT —OFF VALVES BEFORE CONNECTING
EQUIPMENT AND FIXTURES.
3. PURGE ALL WATER LINES BEFORE MAKING FINAL CONNECTIONS.
4. WATER AND WASTE LINES TO BE ROUGHED INSIDE WALLS: EXTEND WATER AND WASTE
LINES OUT OF WALLS TO EQUIPMENT AND FIXTURES.
5. WHERE THE WORK "FURNISH" OR "INSTALL" APPEARS FOR THE PLUMBING CONTRACT, IT
SHALL BE INTERPRETED TO MEAN THE PLUMBING CONTRACTOR SHALL FURNISH ALL LABOR,
MATERIALS, EQUIPMENT AND SUPPLIES NECESSARY TO INSTALL AND PLACE IN OPERATION
CONDITION.
6. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TRUEBRO "HANDI LAV— GUARD"
INSULATION KIT MODEL #102 WITH #105 ACCESSORY TO BE INSTALLED ON THE LAVATORY
WATER AND WASTE LINE PER THE LATEST REQUIREMENTS OF A.D.A.
DEMOLITION NOTES
PLUMBING CONTRACTOR SHALL REMOVE ALL EXPOSED SANITARY, VENT, WATER PIPING, ETC...
NOT REUSED FOR THE NEW SPACE LAYOUT.
PLUMBING GENERAL NOTES
ALL PIPING, CLAMPS, SUPPORTS, ETC., SHALL BE FASTENED TO JOISTS OR BEAMS. DO NOT
ATTACH ANYTHING DIRECTLY TO THE DECK OR DUCTWORK ABOVE.
PLUMBING CONTRACTOR SHALL EMPLOY A LICENSED FIRE PROTECTION CONTRACTOR TO MODIFY
THE EXISTING OR INSTALL NEW AUTOMATIC SPRINKLER FOR THIS TENANT SPACE. ALL EQUIPMENT
SHALL BE NFPA, UL, AND FM APPROVED. THE EXISTING SYSTEM SAHLL BE MODIFIED PER NFPA
REQUIREMENTS, REFER TO FIRE PROTECTION DESIGN CRITERIA NOTES. REVIEW NEW CEILING
HEIGHTS AND ADJUST ALL PIPING AS REQUIRED TO ACCOMODATE NEW DESIGN.
p6o8Oft7
FCFR�!E
CT.• C` '
FEB 1 9 2008
PERMIT CENTER
& ASSOCIATES
> Retail Design & Development
345 SPRINGSIDE DRIVE TEL 330 / 666 -6767
AKRON. OHIO 44333 -2434 FAX 330 / 666 -8334
STORE #753
WESTFIELD SOUTHCENTER
SPACE #1010
466 SOUTHCENTER MALL
TUKWILA, WA 98188
CONSULTANT:
DRAWN BY:
POD
ISSUE / DATE:
01 -30 -2008
REVISION :
SHEET NO. :
P200
ISSUE 1 - CONSTRUCTION DOCUMENTS
A 02- -13 -08 -PER LANDLORD COMMENTS
-AKS
SHEET TITLE :
PLUMBING
SPECIFICATIONS