HomeMy WebLinkAboutPermit PG10-170 - JUBA CENTER - PHASE 1JUBA CENTER
14227 TUKWILA
INTERNATIONAL BL
PG1O-1706
City oiliTukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.ci.tukwila.wa.us
PLUMBING /GAS PIPING PERMIT
Parcel No.: 1523049011
Address: 14227 TUKWILA INTERNATIONAL BL TUKW
Project Name: JUBA CENTER
Permit Number:
Issue Date:
Permit Expires On:
PG10 -170
01/03/2011
07/02/2011
Owner:
Name: SEG 56TH LLC
Address: 845 106TH AVE NE #100 , BELLEVUE WA 98004
Contact Person:
Name: RAY NAKAMURA
Address: 121 E ETHAN LANE , BELFAIR WA 98528
Email: NAKRAY253 @AOL.COM
Contractor:
Name: KITSAP PLUMBERS GROUP INC
Address: 3121 CHICO WY NW , BREMERTON WA 98312
Contractor License No: KITSAPG009CM
Phone: 253 - 732 -3530
Phone: 360- 373 -2859
Expiration Date: 03/11/2011
DESCRIPTION OF WORK:
BATHROOM PLUMBING PER PLAN
Value of Plumbing /Gas Piping:
Fees Collected: $359.62
$0.00 Uniform Plumbing Code Edition: 2009
International Fuel Gas Code Edition: 2009
Permit Center Authorized Signature:
Date: { `
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 the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions
on the back o this pe t.
gle, j. 1
Signature: Date: l 3-1
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 -4/10
PG 10 -170 Printed: 01 -03 -2011
• •
PERMIT CONDITIONS
Permit No. PG 10 -170
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: 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.
doc: UPC -4/10
PG 10 -170 Printed: 01 -03 -2011
CITY OF TUKWI
DevelopW Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Plumbing/Gasiermit No.T6 [0--1 7 D
Project No.
(For office use only)
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
. King Co Assessor's Tax No.:
Site Address: 1'12) -1 1.V i-W t, 1 /L 3.1-) A 1ovak.\ 61 urte Number: Floor:
r../ r -..,t ,u;4
Tenant Name: L.:3-1) em - re." - `.�...c_ -�; \ New Tenant: "4°X... Yes ❑ .. No
Property Owners Name: 44;1. Lr ...4.1'
Mailuig Address:
Zip
City
State
CONTACT PERSON — Who do we contact when your permit is ready to be issued
Name: 1<tkzi N PAC. tAtuf J StZ"R J cS Pc-1, c Day Telephone:
Mailing Address: ��-1 F • �,� -Nt. 'QAF- 04 it -
t1 "
City
N1� _
E -Mail Address: A.V.- 1 IS-01.- *Cork Fax Number:
(5'" 732.- 3S30
\ State
OLo
Zip
PLUMBING / GAS PIPING CONTRACTOR INFORMATION \ .:.
\L I
.
Company Name: � �'CS• -"t � IN) t.d■Nl.l W.-- &AtrJ
pie
Mailing Address: 31) l 14 N` c 0*-'-( 1.94) 4-2 Wzi- Kty- ov Cri 312
Zip
Contact Person: kMA- ib./.j °/‘. Pte- _di., Day Telephone: Oi%Ay1 "" ?3 e• 2.4.5-5
E -Mail Address: n Fax Number: Q bo_N 3'77 - eiCt b Z
Expiration Date: 3 l o 1 2-01(
\c..71.4 (%4 City \ pate
Contractor Registration Number: V„...11-4j %-- o4 /Pok
ARCHITECT OF RECORD — All plans must be stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person: C9-�O r 1t.46.NSQ4.)
E -Mail Address: �T
(G-O a b+Ai�)'S��a•�
-r 61 )-1
S e t. 4-1-t -' W2,25-4,--- 'ti lM
City State Zip
Day Telephone: Q:09 1 — LQSit
Fax Number: ZAC,j ,Uwit) - 2--R.11D
ENGINEER OF RECORD - All plans must be stamped by Engineer of Record
Company Name:
Mailing Address:
city
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
State
Zip
H:\Applications\Porms- Applications On Line\2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application.doc
Revised: 7 -2010
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Page 1 of 2
Valuation of Project (contractor's bid pri40$ \L\
Scope of Work (please provide detailed information):
r
Building Use (per Int'I Building Code):
Occupancy (per Int'1 Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty -
Fixture Type:
Qty
/
p (+'
Bathtub or combination
bath/shower
at)/
"7/1-
Bidet
(IV 1 rt)
■
Clothes washer; domestic
��
Dental unit, cuspidor
-
Dishwasher, domestic,
with independent drain :>1/
.
Drinking fountain or
water cooler (per head)
lt.: c:"'
%A--
Food'- was' gritidef; ''' ! '
commercial �„(, ._j,,,
-`°' ""' `'
.: rrjh.;
Floor D�a n'a t •
., ..) .-r,c.: j t , i
'5
Shower, single head trap '
0/(
Lavatory
Z
!
Wash fountain
' Receptor, indirect waste
Sinks 3
4
Urinals
(J ^
Water Closet
y
Building sewer and each
trailer park sewer
`A.,
Rain water system - per
drain (inside building)
.:- >. `' - (
U
"' t :.
Water heater and /or vent
` ,, ,
t
Industrial waste treatment
interceptor, including trap
and vent, except for kitchen
type:grease interceptors -..i �1
v
�jt
\. 1+'i",
Each grease trap
(connected to not more
than 4 fixtures - <750
alt ')/4
Grease interceptor for ... ' "'
commercial kitchen ( '750
gallon capacity)
I, r �
' =
,.water
M
^.. (•.!
Repair or alteration of
piping and/or water -1/21)/'',:/.
treatment equipment
' : ,e; , C.1
- -" ',..
k
p,
Repair or alteration of -' `
drainage�bt�Verft piping L
r. , . f al _, ,) 1 "'.
_�
YI'T -
.. , ..,
Mg411gn,4. 1_,.. ,`a
Medical gas piping
system swing 1 -5
inlets /outlets for a
specifc.gas ' if
y,
IV
Each additional medical
gas inlets /outlets greater
than 5
/ '
Backfl'ow protective
device other than
atmospheric -type vacuum
breakers 2 inch (51 mm)
diameter or smaller
IV
=
Backflow protective device
other than atmospheric -type
vacuum breakers over 2
inch,(51 mm) diameter
+1.,�' ;r) "' "-'t.4•f'' _) ('
?
/A
` W
`'
Each lawn sprinkler
system on any one meter
including backflow
protection, devices
°'':: 1 ■ --
N /
Atmospheric -type ■a�tium
breakers not included in
lawn sprinkler backflow
protections (1 -5)` - =• �
_\ 1 ;.:,:y - \, .
19
r�
<-.11.'
s_ /
A jmojteric= typte ;; j`�
vacuum breakers not
included in lawn
sprinkler backflow
nrb*tions over 5
,(�
�
Gds pipir�g;outl.'ets r7. ) ,; •,
._A ,J 1r
• i
��J�
' 4 ,
�, P ti . " ,j
$,,.,,:e-i..
,, , 1 -A,4
PERMIT APPLICATION' TES -
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.
i
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of apphcatton shall expire by limitation.
The Building Official may *t;one extension Otime,for an additional period not to exce,ed089 clays'. The ektension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). . �ff
I HEREBY)CERTI V THAT,IIHAYE READ AND EXAMINED THIS APPLICATION ANDjKNOthHE SME'TO`BE TRUE UNDER
PENALTY OF PERJURY,,BY THE LOWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING QWN OR AUTHORIZED AGENT:
Signature:
Print Name:
A- A L-4
Mailing Address: L -\
Date: v `l (3I 1 O
Day aPk )— c:=1,0 Da Tel on -.: 7 3 ^ 3
V.Q_ ('FA: tnL q-?57-
City
State Zip
Date Application Accepted:
Date Application Expires: 1 i3 r I
Staff Initials: 14
H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application.doc
Revised: 7 -2010
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Page 2 of 2
•
City of Tukwila
yDepartment 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.: 1523049011 Permit Number: PG10 -170
Address: 14227 TUKWILA INTERNATIONAL BL TUKW Status: PENDING
Suite No: Applied Date: 12/13/2010
Applicant: JUBA CENTER Issue Date:
Receipt No.: R10 -02484
Initials:
User ID:
WER
1655
Payment Amount: $359.62
Payment Date: 12/13/2010 01:26 PM
Balance: $0.00
Payee: NC STRUCTURES LLC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 12146 359.62
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
PLUMBING - NONRES
000.345.830 71.92
000.322.103.00.00 287.70
Total: $359.62
doc: Receiot -06 Printed: 12 -13 -2010
INSPECTION RECORD
Retain a copy with permit
INSPECTIO NO. ' PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 3670
Permit Inspection Request Line (206) 431 -2451
C
WI strut nt:
Type of Inspection•
Date halted:
Date
ed
Requester:
Phone No:
App
owed per app
Corrections required
or to approval.
REIN,
ttaid
ON FEE- Rf 3UIRED. Prior to nex
Southcenter Blvd., Suite 188i.r.att to echedute reinspection:
on, fee must be
INSPECTION RECORD
Retain a copy with permit
PECT ON NO. PERMIT NO.
CITY, OF TUKW$LA BUILDING DIVISION
6300 Southcenter Blvd #i00 Tukwila. WA 98188 (206)431 -3670
Permit Inspection Request Line (206) 431 -2451
CAI
142-
:special Instruct
Type of Inspection:
Date Called:
Date planted:,
Requester:
p rn.
lVi
r73-2-
raved per applicable codes. orrections required prior to approve
/fr Jei
REINS ION
paid at, 6300 Sou
TIRED. Prior to next inspection. fee must be
lvd., Suite 100. Call to schedute r'einspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
P6/0 -/70
Project: /� ject:
PAZ 4 A/7/P !/
A/5 4 - r.,/ °- "1M ,°,v°ji
Type of Inspection:
/L- / /V/ I
...2) a 49 y /, / be. f 7' J?'V-pie / Pu
Address:
/ /227
C/5
Date Called:
/
A/ ell
Special Instructions:
Date Wanted:
a.rn:
Requester:
Phone No:
2p t - 1/55-33
3
❑ Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
A/5 4 - r.,/ °- "1M ,°,v°ji
...2) a 49 y /, / be. f 7' J?'V-pie / Pu
4> —A',4%/4" Alq cifil-e,....--'
Y" e FA A ° /R4P c ..S 06.E evq, 'e' ei f),,,,,,,
/
A/ ell
Inslpector:
n REINSP
paid at
1g. 4,417 1
C ION FEE REQUIRED. Prior to
3 0 Southcenter Blvd.. S ite 14t�
Date:
Next inspection. fee must be
Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION .�
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Gdt1
P610 -170
Pr ect:
Type of Inspection:
Address:
IV2 -W
i \ " 4 - N
Date Called:
pr() i f a
--.
1
Special Instructions:
Date Wanted:' ,
t a.m.
( o' 0 p.m.
Requester:
Phone 53
) 32_ _3S3V
❑ Approved per applicable codes. ❑Corrections required prior to approval.
COMMENTS:
i \ " 4 - N
pr() i f a
3
0A.
, U4 l/ S 1 Z .i :
4%
fd t h— h
j
p iK.) _s7)pp L / o /(--4,1 4,1
d
Xd`/ E_ j
e { I
e. x D h---® 1 /iJ,., (A
4C . A.)( lc )k
7'71T-1f p ()& 4 4F-
vvs
1?-
Unit
rt.°
Inspecto
d!J
Date:
n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA_ BUILDING DIVISION" 12-
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project_
� -�4-��
Type of Inspection:
r0u
Or-
Address: p��-
j417 r --..�
Date Called:
Special Instructions:
°
Date Wanted: 6
-Po
a.m.
Requester:
Phone No:
Approved per applicable codes. . Corrections required prior to approval.
COMMENTS:
/0 Aar Re_A-
0
Inspec)'or:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
�YZ
3�kG \o ur' _ .
c(or i%csk 1 �' TiF`'` 2/0211L1,
�� 2' oi1�kE�ic'1y \��z c10;' �Y � fir° l��z ✓co
1711111 IA EX! Tilt■IG
,(A?
xlSil
4 v �
1 4
ADA
STALL
N
yvokcAiDA (00)1,-) eotr
IG
JtrA'k kw is wog - p�}-alolc
,
I4\6 \f‘41,t
GtwI, ill
ti/A1/1 tic, • 1-11(47 P.O 4t
lit 10 tt C461 ,j9
lob
Drawn
S°lc() Rr.tsca
iv6vccAick •
Iwitytott AtAk b4
r)
(EVNI ED FOR
cODE LIANCE
4 PpDnvEn
L•
DEC28
Gityof Tuk2J1O wila
BUILDING ni v in
hi
DV,JV ✓c s s , zec) cxc- c.o`cY 1 n�
�. U . kivre*
�'-rc e Icp■rni:try‘r-cel-;vNews;:k; inn ` /z'' �e�c '1-o
fi. C\ i si-e by ko C ) o i n 2. 1ko;-
c'o°M
5/8'
L____ _ _J
CH ITF_C7 I Nc. vs
OFFICE
99627
98
FAX 2I • 80,
Sheet
JUB
ampir
�l..�l�� �Ot.J �revran�er5 �r
Nom 3 e o f v.)Ck-er
INCOMPLETE
LTR#�
CENTER 1DGio-i7o
Tukw-ii a, W ashij, . �► n
SK 24
PARTIAL 1 -FLOOR PLAN - pending restrooin revision
S e: 1 /4" —
Proo- thef:\ aNi C��.�fjy` reTO'e
mjeCK \9641j\Cifq jice et,A,119
RECEIVED
DEC 22 2010
PERMIT CENTER
zr
1 C
Cornbirc) Dr crlll 4
4.10 y x3
a C
Cornbina iOil art•
yxyxz
3 L
LQ -e 9• a
a xa
4 /
• 5u.3 =4' 50I 3
3 x 3
5 C
/Lo •
3X3 '2.
. to C
CorA l y h 6, , 'fit ∎rt Z
ZsY'` &pit`
. 1. C
Co r 1 1n 4 D() i 2
2),(24%'4.
8
8 M
Mea 5u.4 qro° -
\ 9 C
Co►st1 t1ek4. ° Ot\ Ci i At) t
. . 10 C
C ovv0 c 1: \Ur i c‘kikisite, 2
2 x 2 kt his
I ( C
` i l
('it x I VI- i
.
Le end
,X L) .r c. tt., . +n
'c t, c \ee- Zco k,n .
jAV LAvMD(y
Co CI ,+-
1%rk.-✓ RG1cP
Co door eleo,"txkl-
.
I1
CODE REVIEWED FOR
COMPLIANCE
A DDRAVFD
DEC 2 8 LI J
City of T ukwiia
BUILDING DIviginn'
O
INCOMPLETE
G[O' 17d
RECEIVED
DEC 22 2010,
PERMIT CENTER
I1
CODE REVIEWED FOR
COMPLIANCE
A DDRAVFD
DEC 2 8 LI J
City of T ukwiia
BUILDING DIviginn'
O
INCOMPLETE
G[O' 17d
RECEIVED
DEC 22 2010,
PERMIT CENTER
WILKINS Model 950XLT
Top Access Double Check Valve Assembly
a zuRN. company
INCOMPLETE
LTR#
sow
SPECIFICATION SUBMITTAL SHEET
FEATURES _ P.1
Si 4' D 1" ❑ 1 1/4" ❑ 1 1/2" ❑ 2"
Maximum working water pressure
Maximum working water temperature
Hydrostatic test pressure
End connections Threaded
OPTIONS
(Suffixes can be combined)
❑ L - less ball valves
❑ FT - with "Fast Test"
❑ U - with union ball v
❑ S - with bronze "Y"
175 PSI
180 °F
350 PSI
CODE E�FOR
COMPLIANCK
APPRAVFD
DEC 28 2010
•
APPLICATION
Designed for installation on potable water lines to protect
against both backsiphonage and backpressure of polluted
water into the potable water supply. A tethered test cock
cap is provided to protect against fouling caused by insects,
dirt and debris. Assembly shall provide protection where a
potential non - health hazard exists.
STANDARDS COMPLIANCE
(Unless otherwise noted, applies to 314" thru 2" Horizontal)
Est cocks
Ives of otTukwila
NG mom
ACCESSORIES
❑ Repair kit (rubber only)
❑ Thermal expansion tank (Model WXTP)
❑ Bronze wye strainer
❑ Stainless steel ball valve handles
❑ QT -SET Quick Test Fitting Set
❑ Test Cock Lock (Model TCL24)
RECEIVED
DEC 22 2010
PERMITCENTER
ASSE® Listed 1015 (Vertical flow -up:1 1/4" thru 2 ")
IAPMO® Listed
AWWA Compliant C510
CSA® Certified (Vertical flow -up:1 1/2" & 2 ")
NYC MEA 426 -89 -M VOL 3
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
MATERIALS
Main valve body
Access covers
Fasteners
Elastomers
Polymers
Springs
Test cock cover
Cast Bronze ASTM B 584
Cast Bronze ASTM B 584
Stainless Steel, 300 Series
Silicone (FDA approved)
Buna Nitrile (FDA approved)
NoryITM, NSF Listed
Stainless steel, 300 series
Plastic
DIMENSIONS & WEIGHTS (do not include pkg.)
DOCUMENT #:
BF- 950XLT
REVISION:
1 109
Page 1 of 2
1)(9
WILKINS a Zurn 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) • Website: http: / /www.zurn.com
DIMENSIONS (approximate)
WEIGHT
MODEL
A UNION
B LESS
LESS
WITH
SIZE
A
BALL
BALL
C
D
E
F
G
BALL
BALL
VALVES
VALVES
VALVES
VALVES
in.
mm
in.
mm
in.
mm
in.
mm
in.
mm
in.
mm
in.
mm
in.
mm
in.
mm
lbs.
kg
lbs.
kg
3/4
20
13
330
14 5/16
364
8 3/4
222
2 3/8
60
2 5/16
59
3 5/16
84
3/4
19
17 5/8
448
4
1.8
6
2.7
1
25
14
356
15 3/4
400
8 3/4
222
2 1/2
64
2 5/16
59
3 5/16
84
3/4
19
19 3/4
502
8
3.6
12
5.4
1 1/4
32
19 5/8
499
21 5/8
549
13 3/4
349
4
102
3 5/8
92
4 3/8
111
1 5/16
33
24 3/4
629
16
7.3
22
10
1 1/2
40
20 5/16
516
22 5/16
567
13 3/4
349
5 3/8
137
3 5/8
92
4 3/8
111
1 5/16
33
25 15/16
659
16
7.3
22
10
2
50
21 3/8
543
23 1/4
591
13 3/4
349
513/16
148
3 5/8
92
4 3/8
111
1 5/16
33
28 5/16
719
17
7.7
29
13.2
DOCUMENT #:
BF- 950XLT
REVISION:
1 109
Page 1 of 2
1)(9
WILKINS a Zurn 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) • Website: http: / /www.zurn.com
a • 15
co
O 10
re 5
co
re 00
a
FLOW CHARACTERISTICS
MODEL 950XLT 3/4 ", 1 ", 1 1/4 ", 1 1/2" & 2" (STANDARD & METRIC)
FLOW RATES (I /s)
.26 2.52 3.8 5.0 15
3/4" (20mm) 1" (25mm)
20
40
60
80
10
5
0
3.2
6.3
9.5
12.6
15.8 0.
103
69
J
35 w
0 a
FLOW RATES (GPM)
0 Rated Flow (Established by approval agencies)
II1 -1T= II�II.
:FEW I r I 11=111 =1
411 =1 = 111T
TIE I
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. Unless
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 for
testing and maintenance. If installed below grade, be certain
adequate drainage is provided to prevent the device from
being submerged.
PROTECTIVE
ENCLOSURE
Capacity thru Schedule 40 Pipe
1 1/4" (32mm)
—1 1/2"
7.5 ft/sec
10 ft/sec
15 ft/sec
1/8"
(40mm)
1
2
3
1/4"
2
2
3
5
3/8"
3
4
_....���•—
9
1/2
2" (50mm):
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"
D 50 100 150 200 2f
FLOW RATES (GPM)
0 Rated Flow (Established by approval agencies)
II1 -1T= II�II.
:FEW I r I 11=111 =1
411 =1 = 111T
TIE I
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. Unless
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 for
testing and maintenance. If installed below grade, be certain
adequate drainage is provided to prevent the device from
being submerged.
PROTECTIVE
ENCLOSURE
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
DIRECTION OF FLOW q>.
OUTDOOR INSTALLATION
DIRECTION OF FLOW c
PIT INSTALLATION
SPECIFICATIONS
The Double Check Type Backflow Preventer shall be ASSE Listed 1015, 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 internal polymers
shall be NSF® Listed NoryITM and the seat disc elastomers shall be SILICONE. The first and second check shall be
located at a 45° angle and accessible for maintenance from the top of the device, without removing the device from
the line. Each check shall have separate access covers and test cocks shall be accessible from the top of the device.
Test cocks shall be protected from debris by a tethered cap. The Double Check Type Backflow Preventer shall be a
WILKINS Model 950XLT.
WILKINS a Zurn 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) • Website: http:llwww.zurn.com
Page 2 of 2
3idet Mixing Valve - Model 221
!r
Testimonials
weiceme To SanIcare.eorn
SAMICARS IDIOCY PRODUCTS
3IOer SEAT MODELS
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eroer rOILa7
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Bidet Mixing Valve • Model 221
Bidet Mixing Valve • Model 221
CI 9NARt as r',..
VIEW CART OROER STATUS
Lim Price: 3109.96
Your Price: $69.e6
You were $40.001
!life FREE SHIPPI
*On Cadets Ove
Availability :: OUT
STOCK
Pioducl Coda.
MIXINGVALVE22
Pagc 1 of 2
eeereh...
ty'
t
REVIEWED DE�MP FOR''-
llq C E
APpq jWeD
DEC 2 8 1010
BUILDING p RISION
OeecrtotIon/Faaturee&FunetIon9
Quality ohrome finish mixing valve. 1/2' !Wet to not/cold water. Outlet IS 112'' to connect direct to your bidet
hose.
Cuetomore Who bought Thlo Isom Alao Bought
Bidet Mixing Valve •
Model 403 •
Thermostatic
Your Price: 3145.95
Add ❑ OW
Bidet Mixing Valve -
MOdeI 401
Your Price: $79.96
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Bidet Hot and Cold
Mixing valve - Model 114
Your Price: 388.95
Add ❑ Mb
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Your Price: 589.05
Add ❑
i•1 Bidet Mixing valve (ThermostatiC) - Moue) 403 9149.90
Senlcare Italia Hand Held Bidet All Chrome - Model 1T100C (Complete Set) •with
•i) "FREE" Banlcere Travel Bidet (969.05 value') and 'FREE" Inline Control Vows (519.95
value!) • LIFETIME WARRANTY 5129.95 (Hest Seller)
Banlcere 700 Hand Bidet Spray Head • Model 6700 924.95
L Senk2re Travel 91001 r Po11a01e Bidet 334.85 (OUT OP STOCK)
Sanioere 100 Hand Held Bidet Ali Chrome - Model S1000 (Complete Set) -with ''FREE"
t i Sanicare Travel Bidet (359.95 value!) and "FREE" Inure Control Valve (319.95 veiuel) -
uFETiME WARRANTY 389.95 (Beat Seller)
pc to- t/eo
http: / /www. sanicare.com/Bidet- Mixing - Valve - Model- 221- p /mixingvalve221.htm
b •d 2960- LLE -09E df1089 Sl311Wfl1d dUSlIN
�ac
•
BANICAR8 QUICK LINKS
> AHIllete Program
Bidet Articias
> Bidet Banaiits
• eldete: Auyln0 Guide
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Chart
> Bidet Fags
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> Teatiinonlele
> Toilet Measurements
t� asislsAa.
'
SECURITY -' 1
vcnvlc�
volusion
aeouRe a'Te
cli: •t Tv Va•er:
' Heel
wd �:l1AP..
Chun Cam
nuaamosa
l' .. RECEIVED
DEC 13 2010
PERMIT CENTER
12/9/20F
i
Wd60:2 0102 CI OaQ
;slicers 700 Hand Held Bidet Spray
Fig•T
10. Attach the Hand Bidet Holder/Wall Bracket to the well at e
' convenient and comrortable location using the acrwva and wall
anchors provided as shown in Fig,7.
r..-1
Wnen mounting on e tile well surface It Is highly recommended
that you Orin the notes for the screws end well anchors Into the
grout lines between the tiles to avoid damaging or cracking 5 tile.
Product Installation and Recommendations:
1, The water pressure should be between 30 - 76 pal. Thle hand Bidet le a low-
pressure device and for safety reasons not designed for connection to high -
pressure outlets,
2. Do not uae toilet cleaners containing hydrochloric acid (HCL) to dean this bidet
3. To avoid scratching the finish of your new bidet do not use abrasives such as a stiff
brush, steel wool, or abrasive cleaners. Uee a soft cloth to pollen your Renaissance
Nand Bidet to keep It looking bright and new,
4. When not in use It le recommended that you turn the Ceramic Control Valve off to
avoid any possible leakage,
5, Should you experienos any problems with your hand bidet it ie recommended that
you first disassemble and dean the unit before calling Technical Support at 1-
0004764191 (option O0). Sunk :are is alwaye them to help youl
Troubleshooting:
Problem Checkpoint
-Cannot close water 1
-Water leeks eround water 1
control plots
•Water does not flow 1
emootniy
-No or low water flow 1
Golutton
Disassemble and clean
Dtaaesemble and dean
Use a cleening pin by piercing through
the hose of the rinsing plate.
Disassemble end clean
Browse for more products In the same category es MIS Item:
View All Hand -Held Bidets
ry Bidet Mixing Valve (Thermostatic) - Model 403 $149.95
earncere Italia Mond Held Bidet An Chnrmd - Model Ti I OOC (Comploto Get) -with
"FREE" Sanlcars Travel Bidet (869.95 valuer) and 'FREE" Inline Control Valve
(819.95 value!) • UFETIMt WARRANTY 6129.96 (Beat Seller)
'S Sanicare 700 Hand Bidet Sorev Heed • Model 8700 $24.99
Sanicare Travel Bidet / Portable Bidet 834.95 (OUT OP STOCK)
Sanicare 100 Hanel Halo Worn All Chrome - Mock/ SIOOC (complete Set) -with
"FREE" Sanicare Travel Bidet ($59.95 veluel) and "FREE" Inline Control Valve
($19.95 value)) - LIFETIME WARRANTY iae,60 (beet dener)
Copyright 2010 Pacific International Group Services, LLC, dba Senlcare.com. All Rights Received. Shopping Call Software by volution
a Home > Links > PrIv6Cy Policy > Ternte > Product IndGY> BnoImerK Ue
Page 3 of 3
http : / /www.sanicare.com/Sanicare- 700 - Hand - Held - Bidet - Spray- p /s700.htm 12/7/2011
E•d •• 2960- LLE -09E dnoe S273-
213HWf11d dUSlIN Wd60.2 0102 ET °all
anicare 700 Hand Held Bidet Spray
Installation:
San-mare Faucet
Sp,3yer
PORTABLE MODELS
5iewer
Travel Bidets
SCCE49ORIE8/OARTS
eon Bidet Parts
Bidet Mixing Vulvae
Bidet Heaters
Bidet Water
Filter /Deodortaer
(Discount Peck!)
Bio Bidet Parts
Brondeli Seats
Daallm Bidet Parts
Hand Held Bidet
Filters
Hond Held Bidet
Woldere
.und Held Bidet
Hoses
Mend Held Bleat
Spray Head6
Hand Held Sic0t
Valves
Vitamin C Shower
System (Complete
Set)
Vitamin C Shower
Filters (6 PCs /PaCk)
. 1. Turn off the water valve at the We of the wall behind (near)
�.. the toilet as shown in Fig. 1-A
2. Flush your toilet to drain all of the water from the toilet tank. A
amali'mount of water may remain In the tank, woo you will want a
small bowl and /or towel to catch tt when you remove the hose in
the next etep,
3. Disconnect the hoes at the underside of the tank se shown In
Pig. 1 -B
Fig. 1
4. Inetell The T- Connector fitting as shown In F19,2
Connooting the r- ntttng to tie toast and than the water supply
•• hose to the bottom of the T- fitting.
Use a piece of cloth or then cardboard to protect the polished
riding from being scratched by the wrench.
5. Attach the Ceramic Shut-Off/Flow Control Valve to the outlet
branch of the T Connector as shown in FIg.3
Be sure that the rubber gasket (washer) is In piece between tho
stuns.
Tighten Well,
8. Connect tne ramie spiral metal owlet nose to the to the valve
by placing the rubber gasket between the hose nut and the valve
fitting. Tighten well. (See Fig. 4)
7, Direct the free end of the flexible hose Into the toilet bowl and
then open the valves to nuen out tne owlet nose to remove any
residue before connecting to the In -line valve and hand bidet.
8. (Optional) Attectt the In -Line Control Valve t0 the free end of
the bidet hose es shown In F19.5.
Be sure to Insert a rubber gasket between the valve ono the
. hose.
• • Tighten welt.
,162416- 9. Attach the Hand Bidet Sprey to the In -fine Valve as shown In
Fig. 6 (or to the free end of the hose if you did not Install the
optional In -Line Valvo).
;;• Be sure to insert a rubber gasket. Some Hand Bast models may
require a second rubber gasket to achieve a tight, leak -free
• connection.
Test The Hand Bidet to eneure that there are no leeks
Fig.
http: / /www.sanicarc.t: otn/Sanicare- 700- Hand - Hold- Bidet-Spray- p/s700.bitm
2'd 2960- LLE -09e dl0219 Sd3EWnld dtdSlI. Wd60 t2 0102 61 oaf'
Page 2 of 3
12/7/2011
anicare 700 Hand Held Bidet Spray
Testimonials
Welcome To aanicare.com
BANICARE BIDET PRODUCTS
WET SEA T MODELS
Ace 11 S bidet
Bemis Bidet
BIM Bidet
sip Bidet
Urondell bidet
Coway Bidet
Oaelim Bidet
rap Bidet
NCM Blooming
13tdot
Renalsaance Bidet
Sanicaro Bidet
Spatoo Bidet
Toto Eldot
USDA Bidat
e10er TOILETS
Toto Nooreet
HANG -HELD BIDETS
(COMPLETE SETS)
View All Hand•Held
Bidets
(tithe "Luxury
Series" Nand- Oldata
Sanicare 100 Bigot
Sanica," zoo Bidet
Banlcare 300 Bidet
8anlcare 301 Bidet
SanIca ►e 400 Bidet
Sanicare 500 Bidet
Sanicare 700 Bidet
SenIcare 800 Bidet
Sanicare 801 Bidet
SenIcare 900 Bidet
Sank:are 1100 Bidet
Sanicare 1200 Bidet
SenIcare 1300 Bidet
Sanlcare 1400 Bidet
A Bidet For t!veryonsl Bidets For Llfal
SIGN IN /FCCI3TER
VIGw CART OAOSR STATUS
riome * view All Hand -Meld bidets
Sanicare 700 Hand Wald Bidet Chrome - Model 5700 (Complete Set) -with "FREE" Sanlcera Travel
Bidet (539.96 value!) and "FREE' 101100 Contra Verve (519.95 veluel) - LIFETIME WARRANTY
C!
al
(t SHARE so .
Llel Price: 5129.93
Your Price: 579.96 (beet Setier)
Y. u ease 590. ∎ '1
tlik FREE SHIPPINr3:
*Oa Oxclece Over i 99
Availability:: Usually Ships In 24 Hours
Prpduez Code: $70C
aerCh..,
Customize 61 Chrome (ABS Pleetic)(OUT OF STOCK)
Flnlah': Gold (ABS P18900)(OUT Of' STOOK) (Add
$6.00)
Chrome (Metal) (Add 510.00)
Optional ® `] Carbon Filter -Prolong the Me of your
Ameaaory, nand bidet (Add 59.90) - (view Prodwi)
Optional ® Q Bidet Mixing Volvo (Thonnoorntio) - Modal
ACCeesory: 403 (Add 5149.951- (Yew Product) - (utew Or
Mixing Wises)
Optional Q ❑ Bidet Mi inp Valve- Modal 221 (OUT OF
Accessory:. STOCK) (Add 569.961- (view Produra) - (view Diner
mixing valves)
Optional 6 0 Oiny Ambient Wormer (Ado 559.90)- (mew
Aocese0ry: Product)
Optional 0 ❑ Bify Electric Warmer (Add $89.95)- (vt6w
Aooeesory: Product)
Optional El ❑ :)Hazel TenKleae EIacGIC water Heater,
ACCedsory: Model DHC 3-1 (Add 8218.00]- New Product)
Optional p ❑ Hand Bidet Holder with on/off valve
Accessory: (Chrome Metal) • Model HBH01 (Add 589.95] -
(Mow Product)
Qty:
ACO TO WIsH 1 IKI
Ocoorlptlon /Feeturas/Ponctlona epooificattonsllnstartotion &Manual Werrenty
Sanicare Hand Bidets Are Easy to Install:
You can Do It Yourself with Just a few common tools:
The Sanicare Hand Bidet you have ordered can be Installed In a
variety of convenient location!): either on the lei or Ogre sine or
your town. The only limitation is the length of the flexible hone.
Although we have provided the moat common plumbing fittings,
should this unit not fit your toilet's plumbing we suggest that you
take your bidet to your local hardware store to find the correctly
sired fitting /adapter.
iittp : / /www.sanicese.o0m/S anicare- 700 -Henri -Held- Bidet- Spray- p /s700.htm
Page 1 of 3
SANICARE QUICK LINK$
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• Teotlmonlalz
• ?Oiler Me&suremonta
�VJq. {,M li:ilt F.. x:4'1
sECURnv
vi-tio Eo
volusion
aeouee 911E
- A11.1..; `..o „p,( r
12/7/2011
T •d 2960- LLC -09C dl0219 S213HW(l1d d1S1IN Wd60 t2 0702 CT oaf!
•
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development
December 14, 2010
Ray Nakamura
NC Structures
121 E Ethan Lane
Belfair, WA 98528
RE: Letter of Incomplete Application # 1
Plumbing /Gas Piping Permit Application PG10 -170
Juba Center —14227 Tukwila International BI
Dear Mr. Nakamura,
Jack Pace, Director
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
December 13, 2010 is determined to be incomplete. Before your application can continue the plan
review process the attached /following items from the following department(s) need(s) to be addressed:
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
concerning the attached comments.
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.
Sincerely,
1.;LP q02,,A0dpv-
Bill Rambo
Permit Technician
Enclosures
File: PG10 -170
W: \Permit Center \Incomplete Letters\2010\PG10 -170 Incomplete Ltr #1.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Tukwila Building Division
Allen Johannessen, Plan Examiner
Determination of Completeness Memo
Date: December 14, 2010
Project Name: Juba Center
Permit #: PG10 -170
Plan Review: Allen Johannessen, Plans Examiner
The Building Division has deemed the subject permit application incomplete. To assist the applicant in
expediting the Department plan review process, please forward the following comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. The Bidet fixtures shall require Reduced - Pressure Principle Backflow Prevention Assembly's (RP) to
be installed. RP's shall be certified and tested by a certified backflow assembly inspector. The RP's
shall require annual inspections with documentation provided to the building department each year.
Provide all necessary documentation and manufactures specifications for the RP installation. (2009
UPC Table 6 -2 & 603.2.7)
2. Provide plans that are full size. The reduced size plans are not allowed\and are difficult to read. In
addition the manufactures specifications are not legible of are difficult to read. All documentation
shall be submitted in a legible manner. Clearly highlight and identify only the specification for
fixtures on the manufactures specifications for this installation.
3. Provide isometric drawings for the plumbing. Identify waste vents and where they will extend to the
roof. Show direction of flow for the DW.
4. Provide specifications for the floor drains and show floor drains provided with trap primers. Identify
DW vents for the floor drains as well as all other plumbing fixtures.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
•
PEHMIT COON COI1
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG10 -170 DATE: 12 -22 -10
PROJECT NAME: JUBA CENTER
SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:�
F WC'
Bui ding Division
Public Works ❑
Fire Prevention
Structural
Planning Division
n Permit Coordinator
1
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-23-10
Complete
Incomplete
Not Applicable
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 r$ Structural Review Required n No further Review Required n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 01 -20-11
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
*MIT COON PLAN REVIEW ROUTING SLIP
ACTIVITY NUMBER: PG10 -170
DATE: 12 -13 -10
PROJECT NAME: JUBA CENTER
SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPART ENT •
uriding �on IN
'OA TvG
ublic s
Fire Prevention
Structural
Planning Division
n Permit Coordinator
1
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -14 -10
Complete
Incomplete
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: 0"•'I14--1 0 LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1AI�
TUES/THURS ROUTING:
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: 01 -11 -11
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
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: 1-t( 1 V Plan Check/Permit Number:
• Response to Incomplete Letter # I
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: c) c)kytit--
Project Address: ►t-ct' v 191
Contact Person: 'J)1 -fL-4- 2 -JJ- -- Phone Number
Summary of Revision:
t3I,ti 13 5b,>, 10.e5-k4 !L
RECEIVED
tDEC���
PG,RiArr CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of rgvion
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on t 1= ) - )--( /v
H:\Applications\Fortns- Applications On Line\2010 Applications \7 -2010 - Revision Submitlal.doc
Created: 8 -13 -2004
Revised: 7 -2010
Lai King County
Department of Natural Resources and Parks
Wastewater Treatment Division
Non - Residential
Sewer Use Certification
• To be completed for all new sewer connections, reconnections or
change of use of existing connections.
• This form does not apply to repairs or replacements of existing
sewer connections within five years of disconnect.
Please Print or Type
Property Street Address
City State ZIP
�
�� Q U
Own s Name
Subdivision Name
Subdiv. #
Lot #
Block #
Building Name
(it applicable)
Owner's Phone Number (with Area Code)
Property Contact Phone Number (with Area Code)
Owner's Mailing Address
Property Tax ID #
Party to be Billed (if different from owner)
City or Sewer District
Date of Connection
Side Sewer Permit #
Please report any demolitions of pre- existing building on this property.
Credit for a demolition may be given under some circumstances.
Demolition of pre- existing building? ❑ Yes ❑ No
Was building on Sanitary Sewer? ❑ Yes ❑ No
Was Sewer connected before 2/1/90? ❑ Yes ❑ No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtub and Shower
4
4
Shower, per head
2
2
Dishwasher
2
2
Drinking fountain (each head)
1
.5
Hose bibb (interior)
2.5
2.5
Clotheswasher or laundry tub
4
2
Sink, bar or lavatory
2
1
I.
.�
Sink, Clinic flushing
8
8
Sink, kitchen
3
2
Sink, other (service)
3
1.5
3
9.
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
Urinal, flush valve, >1 GPF
6
2
Urinal, waterless
0
0
Water closet, tank or valve, 1.6 GPF
6
3
3
l_?
Water closet, tank or valve, >1.6 GPF
8
4
Total Fixture Units
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units _
20
RCE
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility /Process:
Estimated Wastewater Discharge:
Gallons /days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal /day) _
187
C. Total Residential Customer Equivalents:
(add A & B)
A
B
1•�5'
RCE
RCE
RECEIVED
DEC 13 2010
PERMIT CENTER
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a
period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be
prepaid at a discounted amount. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any
deviation will require resubmission of corrected at for determination of a revised capacity charge.
121 01110
Signature of Owner /Representative
Print Name of Owner /Representative �'1 V✓t -+2--
1058 (Rev. 9/07)
Date
White — Kina County Yellow — Local Sewer Aaencv Pink — Sewer Customer
Contractors or Tradespeople Printer Friendly Page
•
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.
Business and Licensing Information
Name KITSAP PLUMBERS GROUP INC UBI No. 602001708
Phone 3603732859 Status Active
Address 3121 Chico Way Nw License No. KITSAPG009CM
Suite /Apt. License Type Construction Contractor
City Bremerton Effective Date 2/29/2000
State WA Expiration Date 3/11/2011
Zip 98312 Suspend Date
County Kitsap Specialty 1 Plumbing
Business Type Corporation Specialty 2 Unused
Parent Company
ther Associated Licenses
License
Name
Type
Specialty
1
Specialty 2
Effective
Date
Expiration
Date
Status
ROBISMI006CM
ROBISON
MECHANICAL INC
Construction
Contractor
Plumbing
Unused
2/29/2000
2/28/2012
Active
ROBISPS000CG
ROBISON
PLUMBING
SERVICE INC
Construction
Contractor
General
Unused
2/7/2000
2/7/2011
Active
BELFAPD043L1
BELFAIR
PLUMBING &
DRAIN SRVC
Construction
Contractor
Plumbing
Unused
6/21/1996
2/5/2011
Active
ROBISPI066JA
ROBISON
PLUMBING INC
Construction
Contractor
General
Unused
4/1/1994
11/16/2000
Archived
ROBISP *135BG
ROBISON
PLUMBING
Construction
Contractor
plumbi
Plumbing
Boiler /Steam
Fit /Proc Piping
1/7/1987
1/6/1994
Archived
ROBISMI948R8
ROBISON
MECHANICAL INC
Construction
Contractor
General
Domestic Pump
12/28/2006
1/1/2011
Expired
Business Owner Information
Name
Role
Effective Date
Expiration Date
ALYEA, KAREN
President
04/01/2004
Amount
ALYEA, KENNETH
Secretary
03/24/2005
BKW54310704
ROBISON, RUSSELL W
President
01/01/1980
04/01/2004
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
3
AMERICAN STATES INS
CO
6150183
01/01/2002
Until Cancelled
$6,000.00
02/01/2002
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
15
LIBERTY
NORTHWEST
INS CORP
BKW54310704
12/01/2010
12/01/2011
$1,000,000.00
11/29/2010
14
LIBERTY
NORTHWEST
INS CORP
BKA54310704
12/01/2009
12/01/2010
$1,000,000.0001
/12/2010
13
FIRST MERCURY
INS CO
FMWA000502
01/22/2009
01/22/2010
$1,000,000.0001
/15/2009
https://fortress.wa.gov/lni/bbip/Print.aspx
01/03/2011
1 PROP LINE 259' -0"
PROP LINE 213' -4'
(STING
OADING DOCK
1L1
I-- —� NO CHANGE TO PARKING, LANDSCAPE,
LOT COVERAGE OR EXTERIOR SHELL
OF THE MAIN STRUCTURE.
SITE PLAN
SCALE I" = 40' -0'
PROJECT DATA
SCOPE OF WORK
TENANT IMPROVEMENT OF EASTERN TENANT SPACE
OF EXIST(NG SUILDING FOR USE AS RETAIL.
TAX PARCEL NUMBER:
— SITE A[SDRESS
152304 -9011
14221 TUKWILA INTERNATIONAL BLVD, SUITE
TUKWILA, WASHINGTON 98168
OWNER/TENANT:
JUBA CENTER LLC
3920 SOUTH 146T14 ST
TUKWILA, WASHINGTON 9
AND OWNER
SEG 56tH LLC
C/O FIRST WESTERN PROPERTIES, INC.
520 KIRKLAND WAY SUITE 100
KIRKLAND, WASHINGTON 98033
114
0 r-
SOUTH 144ST STREET
too sq-cti r wotys
vw1Yw+ f esesS
cL +4‘ 4'«
1gker3 11'&w. �? — C sLG( egos -ei 04.e
T r, vie ". It"
EXISTING NON - CONFORMING
STAIR TO REMAIN.
EXISTING
JU
B
14227 TUKWILA INTERNATIONAL BLVD.
nEugrct
FILE COPY
Permit No. pEto -fl° ,
Plan Watt approval is subject to arms and anies .
Approval of col on documents does not awe
the viokition at any adopted code or ordinance. Rapt
of approved Reid and condions is add novdodged:
eY
Oft
City Of lamb
WILDING DIVISION
E N T E R
TUKWILA, WASHINGTON
REVIEWED FOR
CODECOMPLIANCE
APPROVED
DEC 2S2810
PL-
BUILDING vi, l
SIT
DRAWING INDEX
A-1.0 COVER SHEET
A -2.0 REFLECTED CEILING PLAN
A -3.0 ENLARGED PLANS AND SCHEDULE
DEFERRED SUBMITTALS
DESIGN BUILD PLUMBING
DESIGN BUILD 14VAC
DESIGN BUILD ELECTRICAL
NREC LIGHTING AND MECHANICAL COMPLIANCE FORMS
FIRE SPRINKLERS MODIFICATIONS
FIRE ALARM MODIFICATIONS
ANY SPECIAL INSPECTIONS THAT MAY BECOME
NECESSARY
WALL TYPES
OEXISITNG WALL TO REMAIN. PROVIDE NEW FINISH AS
NOTED.
01 O3 1' METAL STUD AT 16' OC WITH 1' TYPE X GWB EACH
SIDE. -....FLOOR TO 1' -9' AFF.
O3 1' METAL STUD AT 16' OC. WITH ' TYPE X GWB EACH
02 SIDE - -FLOOR TO SUSPENDED CE ING.
03 HEADER ONLY - 3 I. METAL STUD WALL WITH 1' TYPE
X GW5 EACH SIDE - FROM 8' -0'` AFF TO UNDER SIDE
OF ROOF DECK APPLY DRYWALL TO ONE SIDE OF
STUDS ABOVE THE SUSPENDED CEILING. START
HEADER AT TOP OF WALKIN''BOXES WHERE THEY
OCCUR. OTHERWISE START HEADER AT 8' -0' AFF.
PROVIDE LATERAL BRACING FOR ALL METAL STUP WALLS TO
STRUCTURE PER IBC REQUIREMENTS.
This SOW
bokaptothe
!!t ' ' adhadzad
Approv
EXISTING
City Of
BUILDING DIVISION
' -
ARCHITECTS, lNc. P.S.
GEORGE HANSON ARCHITECTS, INC. f
P.O. Box 99627 SEATTLE, WASHINGTON 98139
TEL. (206) 728 -6900 FAX (206) 260 -2910
rx)
W to
0
440
4.1 F.'
U 4t w
g4
0
8' -2'
_ EXIT
WOMENS
REST
ECTRICAL
LOSET
LEGAL DESCRIPTION
BEG 289 FT E OF SW COR OF SE 1/4 OF SW 1/4 TH N 219.30
FT TO TPOS TH CONT N 150.10 FT TH E 329 FT M/L TO WLY
LN OF ST HWY * 1 TH SLY ALG SD WLY LN TO APT WHICH
BEARS S 86 -33 -03 E 294.65 FT FR TPOS TH N 86 -33 -03 W
294 .65 FT TO TPOB
MENS
RESTROOM
REMOVE EXISTING OFFICE AND
WALLS AROUND ELECT ROOM
AS SHOWN. EXISTING RESTROOM
TO REMAIN.
SEPARATE PERMIT
REQUIRED FOR
Mechanical
E1ec rical
0 Plumbing
'4 Gas PAM
City of Tukwila
BUILDING DIVISION
SPRI
RISE
ZONING:
TYPE OF CONSTRUCTION:
TYPE OF FIRE PROTECTION:
BUILDING AREA
DRUG STORE
LAUNDRY
LIQUOR
STORAGE
AREA OF
TOTAL BL
YEAR BU
NCC
25 (MASONRY)
FIRE SPRINKLERS
TENANT
11 DING AREA
L-
AND NO WORK TI-115 AREA EXCEPT DEMOLITION,
ALL OTHER WORK PARTT OF PHASE 2 IMPROVEMENTS
'-0 3/4'
' 3'- 101/2'
3' -11 5/8'
15,066 S.F. (B OCCUPANCY)
3.114 SP- r� O U ANCY)
5,640 S.F. (M /SQ OCCUPANCY)
2,640 SF. (51 OCCUPANCY)
AP) 5,593 SF. (M/TBD OCCUPANCY)
32,853 S.F.
1918
THIS PERM t APPLICATION FOR PHASE 1 IMPROVEMENTS
ONLY. SEPARATE PERMIT APPLICATION FOR PHASE 2
IMPROVE" LENTS TO FOLLOW.
TENANT SPACE THIS PERMIT APPLICATION
AREA OF PHASE 1 IMPROVEMENT
AREA OF PHASE 1 IMPROVEMENT
AREA OF PHASE 2 IMPROVEMENT
TOTAL. TENANT AREA
PHASE I
OCCUPANCY TYPE:.
PHASE 2
3,562 S.F.
2,031 S.F.
5,593
F.
M (MERCHANTILE)
OCCUPANCY TYPE: TO 8E DETERMINED
OCCUPANT LOAD CALCULATION:
PHASE 1 M = 3,562 SF * 1/30 = 119
PHASE 2 TO BE DETERMINED
APPL'CABLE CODES - CURRENT EDITIONS OF:
INTERNATIONAL BUILDING CODE, WAC 51 -50
INTERNATIONAL MECHANICAL CODE (INC)
INTERNATIONAL FIRE CODE, WAG 51 -54
UNIFORM ° LUMBING CODE (UPC)
INTERNATIONAL FUEL GAS CODE (IFGC)
UNIFORM ABATEMENT FOR DANGEROUS BUILDINGS
WASHINGTON STATE ENERGY CODE, WAC 51 -11
WASHINGTON STATE VENTILATION
AND NDOOR AIR QUALITY CODE (VIAQC), WAG 51 -13
WASHING? ON STATE AMENDMENTS FOR ABOVE
REFERENCED CODES
INCOMPLETE
PRO
TO
DURI
IDE PLY TEMPORARY BARRIER
VENT ACCESS TO PHASE 2 SPACE
G PHASE I IMPROVEMENTS.
RETAIL SPACE
II9A
144 Z17
4
REVISIONS
No (*tinges shall be made to the ecoPe
of work without prior approval of
Tukwila Building Division.
NOTE: Revisits will require a newt eef
lan s
and may include additional review fees.
submittal
Plan reVies.
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE RETAIL SP
113 1 1 112 1
RETAIL SPACE
THE DESIGNS AND CONCEPTS REPRESENTED BY THESE
DRAWINGS AND /OR PRESENTATIONS ARE THE EXCLU-
SIVE PROPERTY AND TRADE MARKS OF GEORGE HANSON
ARCHITECTS AND MAY NOT BE USED OR COPIED WITH-
OUT EXPRESS WRITTEN CONSENT OF GEORGE HANSON
ARCHITECTS, INC. PS. 2010.0
■REVISIONS
NO. DATE
10 -25 -10
DESCRIPTION
CHANGE ROOM NAMES
RETAIL SPACE
7
J
CAL +s 8 OFF(
HALLWAY
■SNEET TITLE
T -2 3/S"
eti
RETAIL SPACE
Af7; 00.
07. 67.4 vzor
COVER SHEET
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE
RETAIL
SPACE
103
RETAIL SPACE
RECEIV
CI • F TU LA
OCT ,: 2010
PER C TER
DRAWN
DATE
HANSON
PROJECT NO.
1111.00
10' -5 1/4' CLEAR
RETAIL SPACE
ADJACENT LIQUOR STORE
8 EQUAL = 9T -2 1/2'
01\ CEILING PLAN
SCALE 1/4' = I' -O'
1 NORTH I
■SNEET NO.
A -1.0
•
0
•
ELECTRICAL
CLOSET
SPRI
RISE
NOTES
EXISTING
REPLACE
CONDITIO'
TO COQ
ISSING
OF EXIS
WITu
c TIL
/OR D
NG '
CEILING TO REMAIN.
AGE TIME. VERIFY
IC BRACING AND IMPROVE
nl=
NO WORK THIS AREA EXCEPT DEMOLITON
AND SUSPENDE3D CEILING SEISMIC UPGRADE.
ALL OTHER WORK PART OF P{ -LASE 2 IMPROVEMENTS.
REMOVE EXISTING DROP SOFFIT AND ENTRY VESTIBULE
CEILINGS AND RESTORE SUSPENDED CEILING OF MAIN
SPACE. MATERIALS TO MATCH EXISTING CEILING.
SLAVAGE ALL LIGHT FIXTURES AND RU -USE AS NEED TO
COMPLETE NEW LIGHTING PLAN.
HVAC MODIFICATIONS SHALL SE DESIGNED BY A DESIGN
BUILD SUBCONTRACTOR FOR THE GC. EXISITNG AIR
DISTR
SPAC
AND
PRO
REQU
SO F
DESI
PRE
FORM
EGRE
IBC 11
DISC
BUIL
OCCU
IBC I
SHAL
WALK
8IC 1
ILLUM
PREM
SUPP
SHAL
ARE
1.
I
5
E:TU1
N :MALL >✓C
PARATE
D IFFU
A AT-CD ".UrrLY r A ,C 1
St 1. RtLOGATt BUFFET
CESSARY.
X14AU51` FA 5 AT W RESTROOMS AS
DE. TROL TO LIGHT FIXTURES
S OPE=RATE SAME A IGHTS.
BU LD MECHANICAL SUBCONTRACTOR SHALL
RE AND SUBMIT NECESSARY DRAWINGS AND NREC
FOR MECHANICAL PERMIT.
5 ILLUMINATION
6.1 THE MEANS OF EGRESS, INCLUDING THE EXIT
ARGE, SHALL BE ILLUMINATED AT ALL TIMES THE
INC SPACE 15 SERVED BY MEANS OF EGRESS IS
IED.
062 THE MEANS OF EGRESS ILLUMINATION LEVEL
NOT BE LESS THAN 1 FOOT CANDLE AT THE
LEVEL.
63 THE POWER SUPPLY FOR MEANS OF EGRESS
TION SHALL NORMALLY BE PROVIDED BY THE
SES ELECTRICAL SUPPLY. IN TEH EVENT OF POWER
Y FAILURE, AN EMERGENCY ELECTRICAL SYSTEMS
AUTOMATICALLY ILLUMINATE TEIH FOLLOWING
ISLES AND UNENCLOSED STAIRWAYS OF ROOMS
HAT REQUIRE TWO OR MORE MEANS OF EGRESS.
2. IC.ORRIDORS, EXIT ENCLOSURES AND EXIT
PASSAGEWAYS.
3. EXTERIOR EGRESS COMPONENTS.
4. INTERIOR EXIT DISCHARGE ELEMENTS.
5. EXTERIOR LANDLINGS FOR EXIT DISCHARGE
DOORWAYS.
•LIGHT
POWE
1011.5
INTE
LAM
TYPE.
CU
OTHE
SOU
D EXIT SIGNS WITH W MINUTE BATTERY BACK UP
SOURCE SHALL 5E PROVIDED PER SECTION
SEE LOCATIONS ON PLAN. SIGNS SHALL BE
LLY OR EXTERNALLY ILLUMINATED BY TWO
OR SMALL BE OF AN APPROVED SELF- LUMINOUS
THE BUILDING'S SIRING SYSTEM SHALL PROVIDE
NT SUPPLY TO ONE OF THE LAMPS. POWER TO THE
LAMP SHALL BE FROM THE BATTERY BACK UP
E.
■ PROVIDE EMERGENCY LIGHTING FU
HALLWAY 120. ILLUMINATI
CANDLE OVER ENTI
ILLUMINATIO
CAN
TN OF
L AVERAGE 1 FOOT
OR AREA. MIN
L NOT BE LESS THAN .1 FOOT
RETAIL
SPACE
RETAIL SPAICE
RETAIL PACE
R
RET•f •
112 11 R
RETAIL SPACE
RETAIL SPACE
EMERGENCY LIT
WI-14 BATTERY !BACK UP'
E
SPA E
VERTICAL STRUT
PER ASTM C 635 / 636
12 GA. STANDARD
BRACING AND HANGER
WIRES.
CROSS TEE
MAIN RUNNER
TAIL SPACE
109
RETAIL SPACE
i...,(� 0
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE
IL SPACE
1 0
NOTES:
1. ALL BRACING WIRES TO BE ATTACHED PARALLEL TO THE COMPONENT
AND AT A MAXIMUM OF 45 DEGREES TO THE PLANE OF THE CEILING.
2. ALL BRACING WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH A
MINIMUM OF 3 1/2' TURNS.
3. RING NAILS SHALL BE INSTALLED AT ALL COMPONENT INTERSECTIONS
WITH THE HORIZONTAL STRUT AT UNATTACHED WALLS.
4. HORIZONTAL STRUT SHALL RUN CONTINUOUS AT ALL PERIMETERS, HOT
POP RIVET TO WALL ANGLE.
8'
MAX.
SUSPENDED ACCOUSTICAL TILE
MAIN RUNNER OR CROSS BAR
WIRE 4' -0' O. 8'
r
MAX.
HORIZONTAL STRUT A
UNATTACHED WA66
NO POP RIVET, THIS SIDE
1/8' POP RIVET AT ALL MEMBERS,
ONE WALL. PROVIDE SPACE AT
ALL MEMBERS OF OPPOSITE WALL.
SUSPENDED CEILING POD
SCALE
it
ADJACENT LIQUOR STORE
STRUCTURE \`.'
' DIAGONAL BRACE AT MAX
8' -0' OC. ALTERNATE SIDES.
SUSPENDED
CEILING GRID
EXTEND METAL STUD AND
SECURE TO STRUCTURE
d
t
DIAGONAL BRACE AT EACH
SIDE OF STUDS TO ROOF
EXISTING SUSPENDED
CEILING
C
Wc(t t e (AGtO W M,
gtAtice gyp.
RAM SET ) 24'
1)tetc:k Kc.i r
qua \A c,\mtAKIA <sLAA t
VMS cvikkcL ced
l
0
TYP WALL SECT
SCALE: 1' = 1' -0'
2' -0'
z
0
PING SUSPENDED
NG
TOP OF PARTITION
1
4
a
Q ri
SON
toI- 0
I-
Qel V
ItU
z
210
TYP WALL SECT
SCALE: 1' = I'-0'
0
EXISTING CEILING CONFIGURATION FOR REFERNCE
REFERENCE PLAN
SCALE 1/8' = 1' -0'
LINE OF FULL HEIGHT PARTITIONS
LINE OF NEW PARTIAL HEIGHT
PARTITIONS
E
R
EXISTING 2X4 FLUORESCENT LAY -IN
FIXTURE TO REMAIN
2X4 FLUORESCENT LAY - IN FIXTURE IN
NEW LOCATION
EXISTING 2X4 FLUORESCENT LAY -IN
FIXTURE TO BE REMOVED OR
RELOCATED
NORTH
REVIEWED FPR
E COMPLIANCE
oiRAV
0 s/loto
06.
INC MINN
0 EXISTING FIRE SPRINKLER HE
DS EXISTING 1-IVAC DUCT DETECTOR
z HVAC GRILL
EXISTING HVAC RETURN AIR GRILL
X
EXISTING HVAC SUPPLY DIFFUSER
& EMERGENCY LIGHT FIXTURE
41P6104 17
RECEIVED
DEC 2 2 2010
PERMIT CENTER
RECEIVED
CIIXOF TJJ MLA
2010
PER UT CENTER
IAA
ARCHITECTS, 1Nc. P.S.
GEORGE HANSON ARCHITECTS, INC. P.S.
P.O. Box 99627 SEATTLE, WASHINGTON 98139
TEL. (206) 728 -6900 FAX (206) 260 -2910
Cri
j1111 o
� z
4.1
0
rfl zz
U 4t ci)
4t
l
E)4
GEORGEE HANSON
STATE OF WASHINGTON
THE DESIGNS AND CONCEPTS REPRESENTED BY THESE
DRAWINGS AND /OR PRESENTATIONS ARE THE EXCLU-
SIVE PROPERTY AND TRADE MARKS OF GEORGE HANSON
ARCHITECTS AND MAY NOT BE USED OR COPIED WITH-
OUT EXPRESS WRITTEN CONSENT OF GEORGE HANSON
ARCHITECTS, INC. PS. 2010.0
■REVI110N1
NO. DATE DESCRIPTION
10 -25 -10
BUILDING DEPT
CORRECTION
■SHEET TITLE
REFLECTED
CEILING PLAN
DRAWN CHECKED
HANSON
DATE
SEPTEMBER 26, 2010
PROJECT NO.
IIi1 .00
'SHEET NO.
A -2.0
Opp"
R
RET•f •
112 11 R
RETAIL SPACE
RETAIL SPACE
EMERGENCY LIT
WI-14 BATTERY !BACK UP'
E
SPA E
VERTICAL STRUT
PER ASTM C 635 / 636
12 GA. STANDARD
BRACING AND HANGER
WIRES.
CROSS TEE
MAIN RUNNER
TAIL SPACE
109
RETAIL SPACE
i...,(� 0
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE
RETAIL SPACE
IL SPACE
1 0
NOTES:
1. ALL BRACING WIRES TO BE ATTACHED PARALLEL TO THE COMPONENT
AND AT A MAXIMUM OF 45 DEGREES TO THE PLANE OF THE CEILING.
2. ALL BRACING WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH A
MINIMUM OF 3 1/2' TURNS.
3. RING NAILS SHALL BE INSTALLED AT ALL COMPONENT INTERSECTIONS
WITH THE HORIZONTAL STRUT AT UNATTACHED WALLS.
4. HORIZONTAL STRUT SHALL RUN CONTINUOUS AT ALL PERIMETERS, HOT
POP RIVET TO WALL ANGLE.
8'
MAX.
SUSPENDED ACCOUSTICAL TILE
MAIN RUNNER OR CROSS BAR
WIRE 4' -0' O. 8'
r
MAX.
HORIZONTAL STRUT A
UNATTACHED WA66
NO POP RIVET, THIS SIDE
1/8' POP RIVET AT ALL MEMBERS,
ONE WALL. PROVIDE SPACE AT
ALL MEMBERS OF OPPOSITE WALL.
SUSPENDED CEILING POD
SCALE
it
ADJACENT LIQUOR STORE
STRUCTURE \`.'
' DIAGONAL BRACE AT MAX
8' -0' OC. ALTERNATE SIDES.
SUSPENDED
CEILING GRID
EXTEND METAL STUD AND
SECURE TO STRUCTURE
d
t
DIAGONAL BRACE AT EACH
SIDE OF STUDS TO ROOF
EXISTING SUSPENDED
CEILING
C
Wc(t t e (AGtO W M,
gtAtice gyp.
RAM SET ) 24'
1)tetc:k Kc.i r
qua \A c,\mtAKIA <sLAA t
VMS cvikkcL ced
l
0
TYP WALL SECT
SCALE: 1' = 1' -0'
2' -0'
z
0
PING SUSPENDED
NG
TOP OF PARTITION
1
4
a
Q ri
SON
toI- 0
I-
Qel V
ItU
z
210
TYP WALL SECT
SCALE: 1' = I'-0'
0
EXISTING CEILING CONFIGURATION FOR REFERNCE
REFERENCE PLAN
SCALE 1/8' = 1' -0'
LINE OF FULL HEIGHT PARTITIONS
LINE OF NEW PARTIAL HEIGHT
PARTITIONS
E
R
EXISTING 2X4 FLUORESCENT LAY -IN
FIXTURE TO REMAIN
2X4 FLUORESCENT LAY - IN FIXTURE IN
NEW LOCATION
EXISTING 2X4 FLUORESCENT LAY -IN
FIXTURE TO BE REMOVED OR
RELOCATED
NORTH
REVIEWED FPR
E COMPLIANCE
oiRAV
0 s/loto
06.
INC MINN
0 EXISTING FIRE SPRINKLER HE
DS EXISTING 1-IVAC DUCT DETECTOR
z HVAC GRILL
EXISTING HVAC RETURN AIR GRILL
X
EXISTING HVAC SUPPLY DIFFUSER
& EMERGENCY LIGHT FIXTURE
41P6104 17
RECEIVED
DEC 2 2 2010
PERMIT CENTER
RECEIVED
CIIXOF TJJ MLA
2010
PER UT CENTER
IAA
ARCHITECTS, 1Nc. P.S.
GEORGE HANSON ARCHITECTS, INC. P.S.
P.O. Box 99627 SEATTLE, WASHINGTON 98139
TEL. (206) 728 -6900 FAX (206) 260 -2910
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GEORGEE HANSON
STATE OF WASHINGTON
THE DESIGNS AND CONCEPTS REPRESENTED BY THESE
DRAWINGS AND /OR PRESENTATIONS ARE THE EXCLU-
SIVE PROPERTY AND TRADE MARKS OF GEORGE HANSON
ARCHITECTS AND MAY NOT BE USED OR COPIED WITH-
OUT EXPRESS WRITTEN CONSENT OF GEORGE HANSON
ARCHITECTS, INC. PS. 2010.0
■REVI110N1
NO. DATE DESCRIPTION
10 -25 -10
BUILDING DEPT
CORRECTION
■SHEET TITLE
REFLECTED
CEILING PLAN
DRAWN CHECKED
HANSON
DATE
SEPTEMBER 26, 2010
PROJECT NO.
IIi1 .00
'SHEET NO.
A -2.0
EXISTING
EXISTING
8' -2"
GB
SCD
TPD
SNDP
MI
PTO
A 60' CLEARANCE
ADA 60' CLEARANCE
48' SQUARE
30' X 48' CLEARANCE
. THICKNESS OF STALL PARTITION
PER MANUFACTURE STANDARD.
ENLARGED RESTROOM PLAN
SCALE 1/4' = i' -0'
m
EXIST!
REMO I NK, CAP PLUMBING
AND REPAIR DRYWALL SURFACES.
03 INSTALL NEW WALL HUNG BIDET SPRAY NOZZLE. SEE
CATALOG CUT.
® CLEAN ALL SURFACES, REPAINT THE ROOM AND DOOR.
REPAIR ANY DAMAGE RESTROOM ACCESSORIES.
NOTE: EXISTING GRAB BARS MAY REMAIN HOWEVER
THIS ROOM IS NOT THE ACCESSIBLE WOMEN*
RESTROOM. GO NOT PROVIDE ADA SIGN SIGNAGE.
0 INSTALL NEW WALL HUNG SINK THE SINK SHALL AN
EXTENDED MODEL (24' FROM FRONT TO BACK AND A
DEEP BASIN). VERIFY MOUNTING HEIGHT WITH OWNER
PROVIDE TALL GOOSE NECK FAUCET WITH WINGED
LEVER HANDLES TO ALLOW ACTIVATION BY WRISTS.
PROVIDE SOLID BLOCKING FOR ALL NEW RESTROOM
ACCESSORIES
0 PROVIDE ADA REQUIRED WASTE PIPE INSULAITON.
' X 48' CLEARANCE
48' SQUARE
ELEVATION
SCALE 3/8' = 11 -0'
ELEVATION
SCALE 3/S' = 1' -0'
4' -11'
MI
1
I' -5'
'452 I ge
1
ELEVATION
SCALE 3/8' = 1' -0'
SD
PTD
ELEVATION
SCALE 3/S' = 1' -0'
ELEVATION
SCALE 3/S' = 1' -0'
PAPER TOWEL DISPENSER/WASTE RECEPTACLE - RECESSED
— PAPER TOWEL DISPENSER - SURFACE MOUNTED EXCEPT AS NOTED
— WASTE RECEPTACLE - RECESSED
- PAPER TOWEL DISPENSER - RECESSED
— SANITARY NAPKIN DPR. RECESSED
i BABY CHANGING TABLE
1
0
— SOAP
DISH LAVATORY
1
— URINAL
tj
2
ELEVATION
SCALE 3/S' = i' -0'
4' -1I'
1' -2
GB (TYP)
2' -4' I� -0p
C
' -I0'
ELEVATION
SCALE 3/8' = 1' -0'
ABBREVIATIONS
ACC
BC
FD
GB
LAv
MI
PTD
PTN
SCD
SD
SND
SNDP
SNV
TPD
WR
WR/PTD
ADA
ADA CL
ACCESSIBLE
BABY CHANGING TABLE
FLOOR DRAIN
GRAB BAR
LAVATORY
MIRROR
PAPER TOWEL DISPENSER
PARTITION
SEAT COVER SIDPENSER
SOAP DISPENSER
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN DISPOSAL
SANITARY NAPKIN VENDOR
TOILET PAPER DISPENSER
WASTE RECEPTACLE
PAPER TOWEL DISPENSER/
WASTE RECEPTACLE
ADA BRAILLE SIGNAGE
ADA REQUIRED CLEARANCE
DOOR SCHEDULE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 8 2010
City of Tukwila
BUILDING DIVISIfN
DOOR
NO.
SIZE
TYPE
PROM
ROOM
t0
ROOM
HAND
RA
REMARKS
01
EXISTING
A
PI4 5E
2
EXT
RIGHT
NA
.
REVERSE SWING OF EXISTING DOOR
PANEL. SEAL WHOLES IN FRAME.
02
EXISTING
A
120
EXT
LEFT
NA
EXISTING DOOR TO REMAIN AS IS.
-_�. im.,
03 T1-RU 22
3' -0' x 6' -8'
B
120
OFFICE °'
PLAN
NA
PROVIDE SIGNAGE AT DOOR 01 4 02
'THIS DOOR TO REMAIN UNLOCKED
DURING NORMAL BUSINESS HOURS.'
23
3' -0" X 1' -0'
SALVAGE
120 CORR
EXit ID•
TIGHT
EXISTING
24
3' -0' X 6' -8'
B
123
121
LEFT
REv
NA
25
3' -0' X 6' -S'
3LAVAGE
123
122
RIGHT
NA
EXISTING FIRE RATING SHALL BE
MAINTAINED
26
8' -0' X 6' -8"
C
123
CLOSET
SLIDER
NA
21
3' -6' X 6' -S'
C
123
CLOSET
SLIDER -
NA
28
3' -0' X 6' -8'
SALVAGE
120
124
LEFT
NA
SALVAGE I`XISI ING
/ /EXISTING EXIT CORRIDOR
1 IARDWAi E AND PANIC
NORTH EXIT
ALONG
E cI-
DOOR
WITH
DEVICE.
TO
IT
R£
THIS DOOR AT DOOR
LOCATION
23.
NOTES:
I.
SALVAGE ALL DOORS AND HARDWARE THAT ARE SCHEDULED FOR
REMOVAL. REUSE TO THE GREATEST EXTENT POSSIBLE AS REQUIRED BY
THE NEW LAYOUT CONFIGURATION.
2. PROVIDE SIGN AT DOORS 01 4 02 STATING 'TI-115 DOOR MUST REMAIN
UNLOCKED WHEN BUILDING IS OCCUPIED.' WHEN UNLOCKED, DOORS MUST
SWING WITHOUT OPERATION OF ANY LATCHING DEVICE.
3. PROVIDE TACTILE EXIT SIGNS PER A111.1 AT EXIT DOORS 01, 02, AND DOOR
23.
4. SALVAGE AND REUSE EXISTING FIRE RATED HOLLOW METAL DOOR DOOR
AT EXIT CORRIDOR. SALVAGE DOOR PANEL, FRAME, HARDWARE
(INCLUDING PANIC HARDWARE) AND REINSTALL AT LOCATION SHOWN FOR
DOOR 23.
D s OR NOTES
1 ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. 1.
2. ALL FIRE RATED DOORS SHALL BE SELF- CLOSING
MD SELF LATCHING.
3. DOOR OPENING WARDWARE SHALL BE CENTERED
BETWEEN 30' TO 44' ABOVE THE FINISHED FLOOR.
4. WOOD DOORS SHALL HAVE ALL EDGES FACTORY
PRIMED AND SEALED. RESEAL ALL DOOR EDGES
CUT IN THE FIELD.
5. MAINTAIN MINIMUM CLEAR WIDTH AT STRIKE SIDE
OF DOORS (IS' a PULL SIDE, 12' g PUSH SIDE)
6. MAXIMUM EFFORT REQUIRED TO OPERATE DOORS
SHALL NOT EXCEED THE FOLLOWING:
EXTERIOR DOORS 85 LESS
INTERIOR DOORS 5 LBS
FIRE DOORS 15 LBS
EXIT DOORS SHALL BE OPENABLE FROM INSIDE
WITHOUT THE USE OF A KEY, SPECIAL EFFORT,
OR SPECIAL KNOWLEDGE.
8. DOOR OPENING HARDWARE SHALL BE OPERABLE
WITH A SINGLE EFFORT AND SHALL NOT REQUIRE
TIGI -IT GRASPING OR TWISTING OF THE WRIST.
3 EXIT DOORS SHALL NOT BE LESS THAN 3' -0' IN
WIDTH AND 6' -S' 114 HEIGHT. PROJECTICNS,
INCLUDING PANIC HARDWARE, SHALL NOT REDUCE
THE OPENING TO LESS THAN 32' CLEAR WIDTH.
10. ALL DOORS LEADING TO ACCESSIBLE SANITARY
FACILITIES SHALL PROVIDE 32' MINIMUM CLEAR
UNOBSTRUCTED OPENINGS.
11. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN
18' FROM FINISHED FLOOR, AND GLAZING WITHIN
24' OF DOORS AND LESS THAN 60' FROM FINISH
FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING
CODE REQUIREMENTS FOR SAFETY GLAZING.
RECEIVED
DEC 2 2 2010
PERMIT CENTER
REVIEWED F
ECO . NCE
PPP D
2010
kwila
SION
ILDING fl
ARCHITECTS, INC. P.S.
GEORGE HANSON ARCHITECTS, INC. P.S.
P.O. Box 99627 SEATTLE, WASHINGTON 98139
TEL. (206) 728 -6900 FAx (206) 260 -2910
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7,5-;
THE DESIGNS AND CONCEPTS REPRESENTED BY THESE
DRAWINGS AND /OR PRESENTATIONS ARE THE EXCLU-
SIVE PROPERTY AND TRADE MARKS OF GEORGE HANSON
ARCHITECTS AND MAY NOT BE USED OR COPIED WITH-
OUT EXPRESS WRITTEN CONSENT OF GEORGE HANSON
ARCHITECTS, INC. P.S. 7010.0
'REVISIONSi
NO. DATE DESCRIPTION
10 -25 -I0
BUILDING DEPT
CORRECTION
'SHEET TITLE
ENLARGED PLANS
SCHEDULES
DRAWN CNECIIE•D
HANSON
DATE
SEPTEMBER 26, 2010
PROJECT NO.
I1i1.00
SUNSET NO.
A -3.0