HomeMy WebLinkAboutPermit PG06-143 - JOINT ADMINISTRATION BUILDINGJOINT ADMINISTRATION
BUILDING
3460 S 148 ST
PG06 -143
-NT
62[L,TUL LA, V:,\ £ ,�G
Parcel No.: 0040000844
Address: 3460 S 148 ST TUKW
Suite No:
PLUMBING /GAS PIPING PERMIT
Permit Number:
Issue Date:
Permit Expires On:
PERMIT CENTER
•
PGO6 -143
12/08/2006
06/06/2007
Tenant:
Name:
Address'
Owner:
Name:
Address:
Contact Person:
Name:
Address:
JOINT ADMINISTRATION BUILDING
3460 S 148 ST, TUKWILA WA
KING COUNTY
WATER DISTRICT NO 125, 3454/3460 S 148TH ST
ALL SERVICE PLUMBING - SANDRA
PO BOX 1104, RAVENSDALE WA
Contractor:
Name:
Address:
Contractor License No:
Phone:
Phone: 425 432 -5334
Phone:
Expiration Date:
•
•
DESCRIPTION OF WORK:
PLUMBING ROUGH -IN OF JOINT ADMIN BUILDING
Value of Plumbing /Gas Piping: $0.00
Fees Collected: $472.50
Uniform Plumbing Code Edition: 2003
International Fuel Gas Code Edition: 2003
FIXTURE TYPE AND QUANTITY
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
•
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 5
0 Industrial waste treatment interceptor, including
0 its trap and vent, except for kitchen type
grease Interceptors 0
Repair or alteration of water piping and /or water
treatment equipment - 0
Medical gas piping system serving one to five
inlets /outlets for a specific gas 0
2
0
6
0
6
0
0
2
4
6
Gas Piping
Gas piping outlets (0 -5) 0
Gas piping outlets (6 +) 0
**continued on next page **
•
doe: UPC - Permit
PG06 -143 Printed: 12 -08 -2006
DEPT. OF C, ; 1 i:..
,LA, V,n . ;.. 3
� PERMIT CENTER
•
Permit Number: PGO6 -143
Issue Date: 12/08/2006
Permit Expires On: 06/06/2007
Permit Center Authorized Signature
I hereby certify that I have read an
ordinances governing this work will
Date: e2,1-64b tip
his permit and know the same to be true and correct. All provisions of law and
mp ied 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 constr ction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit.
Signature: ; /9G hfs-.- Date: /? 6
Print Name: 44-1.5 ece•/
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-Permit
PGO6 -143 printed: 12 -08 -2006
CITY OF TUI.,1 PI A
OUT C; 01 ..... -..1` C. " "NT S
TU{., v.t M,
PERMIT CONDITIONS
' PERMIT CENTER
•
Parcel No.: 0040000844 Permit Number: PG06 -143
Address: 3460 S 148 ST TUKW Status: ISSUED
Suite No: Applied Date: 09/12/2006
Tenant: JOINT ADMINISTRATION BUILDING Issue Date: 12/08/2006
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 perrgit 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.
* *continued on next page **
doc: Conditions
PG06 -143 Printed: 12-08-2006
CITY OF TUKVIf1A
DEPT CF } [ ;..,._
1u I
PERMIT bENTER
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: /j/ I/
Print Name: /L-4D
•
Date: /-) a6
•
•
•
•
doc: Conditions
PGO6 -143 Printed: 12-08-2006
CITY OF TUKWS.
Community Development Department Building Permit No.
Public Works Department
Permit Center Mechanical Permit No.
6300 Southcenter Blvd, Sate 100 Plumbing/Gas Gas Permit No. �% I
Tukwila, WA 98188 T ` —1
htta: /Anvwci.tukwila.wa.us Public Works Permit No.
TUKIJILA
W
Project No. Pee
OF use on
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print
SITE LOCATION
Site Address: 314 wD S. (4 R.+A S-h,
Tenant Name:
Property Owners Name:
Mailing Address:
King Co Assessor's Tax No.: 1/l r0 —0041
Suite Number.
N
Teoan
Floor.
Yes ❑..No
G
City
State
Zip
CONTACT PERSON
Name:
Mailing Address:
E-Mail Address:
enea
Day Telephone: =/ G ✓ 492 `J
City
zip
Fax Number.
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address:
Contact Person: Roe k3
E-Mail Address:
Contractor Registration Number:
mert��a� u Lire.) i'r..
•
41 Pi
car
Day Telephone: 2010 r)UID': ,J 1
Fax Number: aco -auto- aloa y
Expiration Date:
ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
cur
Contact Person: Day Telephone:
E-Mail Address: Fax Number.
Zip
ENGINEER OF RECORD —An plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
Cyr
Contact Person: Day Telephone-
E-Mail Address: Fax Number
Q:waic icSPotn.- Apparr.ime Qe Iwd12006 - remit AOptratic.dee
Revised: 42006
dt
Stale
Zip
Page 1 of 6
PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name: � I1 t 'fO(i(•P •(LI1'n inC 4 CJThj'c, 1ty Tfr.
Mailing Address: P. • . AO . 6 / '1, 14 . ' o�' /'1 r� : '0I
Contact Person: Day Telephone: LJ` LOS sg32— ,$3,3q
E -Mail Address: P Q f�SQ% iedt p 1(„e(SYyI Fax Number, L – 0 a –'75-416
Contractor Registration Number.. fl-LSESP91•D 84
e.i'ist ft iota
,
Expiration Date: /—
Valuation of Project (contractor's bid price): $ f QX, Otja
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
Bathtub or combination
bath/shower
Drinking fountain or water
coder (per head)
Z
wash fountain
Gas piping owlets
Bidet
Food -waste grinder,
comme cial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
J)
Sinks
L
Dental unite aspidar
Shower, single head trap
Urinals
,3.
Dishwasher, domestic
wire independent drain
Lavatory
/
(0
WtCh,set
*I+{�_
Building sews ar hailer
pads sewer
Ram water system – per
building) finside bing)
water heater and/or
vent
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease
Repair or alteration of water
piping and/or water treating
equipment
Repay or alteration
of drainage or vent
piping
Medical gas piping system
serving me to five
Wets/outlets for specific
gm
Additional medical gas
inlelsloutkts – six amore
QUppiiaum P' n.Awlioem, on Irnvs-2 a6- Permit AWlttds
twist 4-2006
u
Page 5 of
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Constriction — 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 Centeno comply with anent fee sue.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Build'me and Merbanical 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).
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition).
I HEREBY CERTIFY THAT 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.
BUILDING 0 R AUTH D AGENT:
Signature;
Print Name: t t4 it i
Mailing Address: t /JiI ).
]jDate /: / —l2
Day Telephone:1712 Z 6 3 a
Sum
Date Application Accepted:
Date Appfirstim Expires:
03 tiV[Gil
Staff hnffials.
Q:Mwniraimetpan- Antirmm+ On imd3- 2005 - Await Applicatiouloc
apron! 42006
bit
Page 6 of 6
City of rukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 0040000844 Permit Number: PG06 -143
Address: 3460 S 148 ST TUKW Status: PENDING
Suite No: Applied Date: 09/12/2006
Applicant: JOINT ADMINISTRATION BUILDING Issue Date:
Receipt No.: R06 -01428 Payment Amount: 472.50
Initials: JEM Payment Date: 09/12/2006 04:09 PM
User ID: 1165 Balance: $0.00
Payee: ALL SERVICE PLUMBING
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 5581 472.50
ACCOUNT ITEM LIST:
Description
Current Pmts
Account Code
PLAN CHECK - NONRES 000/345.830
PLUMBING - NONRES 000/322.100
84.50
388.00
Total: 472.50
9615 09/13 9716 TOTAL 472.50
doc: Receipt - Printed: 09 -12 -2006
ECTVI"*. INSPECTION RECORD
Retain a copy with permit
INSPECTIO NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
� .
PERMQ NO._
Project:
75 A, )% Altt1 (P"))
Type of In p cti on:
y
f 'e!�
Addres
syGrt /9
Date ailed:
Special Instructions:
Date Wanted:
S- 3 e7
a.m
Requester:
Phone No:
][y� I Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
ok T /c7rie
00 f2EINSPECTI FEE REQUIRED. Prior o inspection. fee must be
p id'at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection.
Receipt No.:
(Date:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
Project: r A�
� �j
Type f lnspettio •
Date � le;4t,
Date Wanted.
Address:
Special Instructions:
g130/- C./ �
/�7 p.m`
p.m.
Requester:
Phone No:
Approved per applicable codes.
Corrections required prior to approval,
COMMENTS:
/) �, kA -AS . C'4&'/
c
- r�iic��
Z _) P cS, s f-��c
Jl i
31 5'J ,/ ii /, r,- )in
't ;r 4/. . /'i €i s4 tie
i)j_.,s,...h/c A°, 7 .- c -c, 1.52.,...-
■
;58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
(Date:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., 4100, Tukwila, WA 98188
PER
(206)43T167
Project:
Type off,Inspectio
f3ov� °'
.V,(-
D,`3a i- / ,,,,c,
Addr
3 yeo so-/
'
Date Called:
Special Instructions:
/ A4 vt.r�,,
/ / /��•
/// C..-C
Date Date Wanted:
F
.-"0
P.m.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
1) Prr9J. /d, o /A hi- 7
1 -e./e-A-
a� /..,u s f--71
3� ;5-eSA— 4.9 mss
ro
Inspector:
(AA
ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Date:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Proje
(74A
/J41,�
T e of Inspec 'on:
2i S
Addr sue,
Date Called:
Special Instructions:
Date Wanted �/ faro,
�� `p.m.
Requester:
Phone No
2a --SS i4-to
pApproved per applicable codes. El Corrections required prior to approval.
COMMENTS: / 4
oet 0i.es /2, ✓!� •1 DVS
ii//
�' .nn 30'-' "
2') ,ii,' U
3> z4/c.t
14 AV /V
Inspector:
Date:
- 1 Z— // --tom
ri $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Date:
RMIT COORD COPY '
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: PG06 -143 DATE: 09 -12 -06
PROJECT NAME: JOINT ADMINISTRATION BUILDING
SITE ADDRESS: 3460 S 148 ST
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Building Divisi n
Public Works ❑
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete ❑
DUE DATE: 09-14-06
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUjING:
Please Route u( Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 10-12 -06
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
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
License Informadou
License
ALLSESP960B6
Licensee Name
ALL SERVICE PLBG & CONTRNG INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602359065
Ind. Ins. Account Id
#2
Business Type
CORPORATION
Address 1
PO BOX 1104
Address 2
City
RAVENSDALE
County
KING
State
WA
Zip
98051
Phone
4254325334
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
1/26/2004
Expiration Date
1/26/2008
Suspend Date
Separation Date
Parent Company
Previous License
ALLSEPC997M1
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
SUTTON, SANDRA M
PRESIDENT
01/26/2004
Bond
Amount
Bond Information
Bond
Bond Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
HARTFORD
FIRE INS CO
52BSBDG1261
01/23/2005
Until
Cancelled
$12,000.00
01/21/2005
#1
CUMBERLAND
CAS &
SURETY CO
MB912300615
01/23/2004
Until
Cancelled
09/30/2005
$12,000.00
01/26/2004
•
•
•
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ALLSESP960B6 12/08/2006
0'
•
(RECT.-EXISTING
CHAIN UNK- FENCE .
- • ' %r-PR
- ASPHAL
RTC- UNE/LIMITS OF -•
STRUCTION
.552 Lr.F1L1ER
FABRIC- FENCE
TOTAL
■
26. ;
S 0:.6S'1;'3 56'
•
. OVE do :RELOCATE .
APPR ATELY 115. LF.N
:: EXIS G•= GAS.. AWE
AND:.. ELOCATE 3' F ROM:
• BUILD .SCR_ �.
—PROJECT NO1E t
--1-- _ �`- - :.
M
- CRAWL : • :
\ 1
, i.
$9M 1 RtM=340.9 • .
IL ` I
rL CHM?. 8 (XJNC
.40 1 -' - -
E.. • '3. .
`f I.
\ �� • N^.+ -I-
•' • -�- .1 1
-�a a- j
GRAPHIC SCALE
•o 10 20
LEGEND
- ASPHALT WATER: VA-
-•CONCRETE.- •
. - LVE •
HYDRANT
WATER METER • .
. MANHOLES -(ss/SD)- -
C8: -
• POWER)TluTY -POLE
GUY ANCHOR -POWER. - 1RANSFORUER • • -
. ' - . . GAS TE PHOHPo ERvAL/awH. ON
VE E/ .RI' SER E • V
AULT -
-
STREET LIGHT -
SPOT ELEVATION
SIGN -
MALBOX •
ROCKERY •
CONFER-TREE"-.--
oECIOU*_1
FOUND CASED: Mo1+1UMENT -••... - . -
SET 5/_87 iRON� REBAR:W/ YELLOW.
:.
PLASTIC "•CAP • ST LS: /11691
UNLESS•O1HER E S ATEO.: :: -- •
• :SET PK -do- WASHER :STA PED. LS. 111691-
- S1TE BENCH - MARK =UNLESS OTHERWISE" NOTED;
• LINES`' . • -
TM LINES . -"
- -.�ro -W YE ONES • .
01TCH' LINES f FLOW
wAq LINE
EXISANC
PROTECT -
n(T)
i inch = 20 feet .
•
I 1 rou1361.5s : BASIS =:.OF BEARING: -
1YCPEPOE)'339.. _
. - �Il1E•NORTH•UNE OF THE N.E : -�f4 aF sEC1loN - °22..
• - :TOWNSHIP: 23, NORTH. RANGE 4. EAST.
. EMipl .."01
•, /
• -VERTICAL :DATUM: :
- NAVD •86 K.G.. - -5 N.E. CORNER OF S- 148THfSr ::
AND MIUTARY RD. 3. BRASS DISK ELEV.- 356.529 -
•1 uNE..: :.-
'I pppp .. U�J gg
2 .4h' 1 1 A 1 'cent ONEEtI IES..
CHAIN 'LINK FENCE
111/ •
• A-.• -,ass
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11. 0.- /US1# -!'-
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jPRO_ JECT NOTES:.
CONTRACTOR - SHALL HAVE A COPY OF THE= :MOST` RECENT - CITY OF • -. •
TUKWILA:.INFRASTRUCTURE; DESIGN:. AND CONSTRUCTION.. STANDARDS ON: -
_SITE ...AT, ALL.:nMES, r -
• COVER = MEASURES.- SH, ALL = BE PROVIDED`- TO • PRO1ECTn AREAS`: CLEARED
OR- GRADED` :;FOR•. THE PROJECT:JHAT- -ARE4 LEFT UNWORKEDD- .FOR_:. MORE
THAN" Ti -_O: DAYS. "=COVER MATERIALS 'VVIU BE: PLASTIC: SHEETING OR .
MULQHNG. ANY AREA - UNWORKED FOR MORE; THAN • 30 DAYS .SHALL BE
0 i.U1Ai 'S:SHAIL BE; INSTALLED PRIOR 4 O.:1HE ;CLEARING' :AND.,
:'-GRADING OFtIHEi. SITE: "_CLEARING:UMITS;=SHALL: :BE DEUNEATED._:
USING-- ?FABRICj FENCE (WHERE- IND1CATED) _I1 COMBINATION,=- WIT1.I
TEMPORARY_,OR PERMANENT -•CHAI-NUNK-..FEN CE:_ CLEARING : LIMITS' .
-_SHALL - BE.: MAINTAINED -: THROUGHOUT- .THE; DURATION OF, THE - PROJECT. •
IF PROPERTY: CORNERS- ARE , REMOVED =AR DAMAGED :DURING -;
._CONSTRUC110N:: THECONTRACTOR;'SHALL; :BE RESPONSIBLE':- FOR~COSTS::
• .INCURRED: FOR RESETTING :PROPERTY- -CORN
CONTRACTOR SHALL; OVER - EXCAVATE 18' IN DEPTH WHERE - EXIS11NG
•
ASPHALT .. IS : - LOCATED: WITHIN FUTURE PLANTER :STRIPS...-. SEE. - •
LANDSCAPE 2PLANS .FOR'MORE'.INFORMATION.� •
• - LOCATE - CONSTRUCTION ENTRANCE' AT EXISTI▪ NG ::DRIVEWAY-` %NrD'"UT1UZE -: •
THE FIRST "25'_: OF : EXISTING • ASPHALT - FOR:.IEMPORARY' ENTRANCE.
. SEE -SHEETC1.O :FOR: qTY OF TUKIMLA- GENERAL :.NOTES AND
:. CONSTRUCTION : :SEQUENCE. • •
CONTRACTOR . =SHAT BE RESPONSIBLE. FOR: - COORDINATING =.=
ABANDONMENT, 8e - RELOCATION' OF FRANCHISE .UTILITIES.:::
fie- do-- -.. e—
S 01'3825'• 4 363 :99' - _ . ~'
OVE EXTI _ PROTECT.STfNG
ASPHALT (TYP) ISNG •- CHAIN.._ . EMI( FENCE •
j: PROPERTY UNE
- - - UIIITS OF CONSTRUCTION
TEMPORARY-- ,
`CONSTRUCTION.
ENTRANCE' REFER - TO-
. PROJECT NOTE ` 6
RELOCATE EXISTING
- TELEPHHONE VAULT9.z_
REFER TO PROJEC .8: cork. NE =346.4
NOTE • 18 - . 8' �ONC. W_ =3.'.6.4
E6 RW= 348.05 —`
-127 Cbtle. S=.345.6
iE 12' CONC.
•
t
•
1
.. RiU =34 ?.5= : !
..i. - II'c- j2' CONC. .14=1$45.-
Pen* fici.
man Mb" appeoal. -. f subjat toonom and ornimiola
Approval o/. eonstnctlon documents. :doiea not &,t_.
:161 ,boon of ayi.wepied code Or• R c
'td
� i�11>iir� Bp; spy b - . •
• In
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UTILITY CONFUCT NOTE:
CAUTION: .
THE CONTRACTOR SNAIL LE AESPONSWIE FOR MERFIRIC DE LOCATION,
OpEM9dN. AND RPM OF ALL MINI MIRES DER SHORN ON
MEE PLANS OR HOT BY POTHOUND THE U DIES AND SLNYEIING TEE
HORIZONTAL AND WRlICM LOCATED) PRIOR 10 CONSTRUCTION. TMS
SNAIL INCLUDE C UJIG U1#1JY LOCATE eti I-&Q -424 -6666 AID THEN
PO1HOUND ALL CF THE DOSING URINES AT LOCATIONS OF NEW WITTY
C os i6S TO PIft9CALLY MDT ILEDER OR MOif CONFUGIS DOSE
F CONFLICTS SHOULD OCCUR. DE CONTRACTOR SHALL CONSULT
aiaNc.61CROIRi3I . E �icl F.f2 +5 P :3 T3 .0 G�_,aMCv 741:4
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atia Iii
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•
- MOMS
No changes ll1M be osede tattoo scope
of work without pilot approval of
Tukwila Building: Dlvis<ar1. Submittal
NOTE: Revisions mil moire a new plan
_ and may 'include additional plan roles tees.
Ormiomui
ZEP 122.
PEEWIT CENIFA
`Y �(�y1!'f�:_yrii :ttT� x
1•
SEP 2 8 ,
L: %T1 �..rt: 1�11rtln�� #
KING COUNTY WATER DISTRICT #125 /.
VAL VUE` SEWER DISTRICT
3456 S. 1481) STREET
TUICRILA, IRA. - 90052
SYM
DATE BY
DATE
NOVEMBER- 2005
SCALE
1"=209
NEW SHARED OPERATJ Oi 3 FACILITY
DEPAOUTION. AND-::TEM PORARY: EROSION -/LID
SEDIMENTATION - PLAN
is
•
•
1
•
• 40
PLUMBING SYMBOL LIST
VALVES
D4 VALVE, GENERAL
Dq VALVE
ITO GATE VALVE
W4 PRESSURE REDUCING VALVE
CHECK VALVE
�) QUARTER TURN VALVE
l�4 GLOBE VALVE
Ici BALANCING VALVE
FITTINGS
o PPE RISE
PIPE DROP
TEE UP ON PIPE
TEE DOWN ON PIPE
CONTINUATION
CAP
/ / PIPE BELOW GRADE
PIPE REMOVED IN DEMOUTION
HOSE BIBB
PUMP
WALL CLEANOUT
FLOOR CL.EANOUT
® FLOOR DRAIN
FLOOR SINK
ROOF DRAIN
VENT THROUGH ROOF
.OL VTR
PIPING SYSTEMS
COLD WATER PIPING
HOT WATER PIPING
HOT WATER RETURN PIPING
GAS PIPING
CONDENSATE PIPING
----- SANITARY PIPING BELOW GRADE OR FINISHED
FLOOR
-SD
SANITARY PIPING ABOVE GRADE OR FINISHED
FLOOR
STORM DRAIN PIPING ABOVE GRADE OR
FINISHED FLOOR
STORM DRAIN PIPING BELOW GRADE OR
FIND FLOOR
SANITARY VENT PIPING
ABBREVIATIONS
AFF ABOVE FINISHED FLOOR
BFP BACKFLOW PREVENTER
BFF BELOW FINISHED FLOOR
CD CONDENSATE DRAIN
CL CENTERUNE
CONT. CONTINUATION
CV CHECK VALVE
CW COLD WATER
DIA DIAMETER
(E) EXISTING
EL ELEVATION
ELECT ELECTRICAL
FC FLEXIBLE CONNECTOR
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FEET
GAL GALLONS
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
HD HEAD
HP HEAT PUMP
HP HORSE POWER
H TG HEATING
HTR HEATER
HW HOT WATER
HWR HOT WATER RETURN
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCHES
LBS. POUNDS
MH MOUNTING HEIGHT
MIN MINIMUM
MW MAKE -UP WATER
(N) NEW
N/A NOT APPEJCABLE
NIC NOT IN CONTRACT
NO. NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
P PUMP
PD PRESSURE DROP
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
OTY QUANTITY
(R)
(R-)
REMOVE
RELOCATE
RET RETURN
SF SQUARE FEET
SoV SHUT OFF VALVE
SP STATIC PRESSURE
TEMPERATURE
TOTAL PRESSURE
VENT
VELOCITY
NTH
WATER COLUMN
VEL
W/
WYC
W/o WITHOUT
FIE: O273P0.1.D11G - LAVOUIT I EDIT: 2/22/`2006 11:11 AU BY ERIC. 1 PLOT: 3/8/2006 410 AM BY &MY DOW
•
•
10
PLUMBING FIXTURE SCHEDULE
PLUMBING FIXTURE SCHEDULE
WATER HEATER: ELECTRIC, 50 GALLON, SIMULTANEOUS,
5000 WATT, DUAL ELEMENT, 240 V/ 1 PHASE, 36.1 FIA.
51 GPH RECOVERY AT 80 F RISE, 150 POUNDS. DRAIN VALVE, T & P VALVE.
BASED ON: A.O. SMITH DEN -52.
gYW1BOL.
- --
3/4'
COMMON SEE_
WH -3
DESCRIPTION
W
V
CW
HW
WH -4
&
WH -5
CP -1
LAVATORY, SINGLE
PUMP: BRONZE BODY, 1/12 HP, 120V, 3GPM AT 10FT. OF HEAD.
BELL & GOSSETT NBF- 10S/LW
1.00
6.00
2
0
DRINKING FOUNTAIN
CP -2
0.00
PUMP: BRONZE BODY, 1/12 HP, 120V, 3GPM AT 10FT. OF HEAD.
BELL & GOSSEIT NBF- 10S/LW
1
0
SERVICE SINK. 2' TRAP
3.00
0.00
EWC -1
4
ELECTRIC WATER COOLER: HANDICAP. WALL HUNG, HEAVY GAUGE
STEEL CABINET. STAINLESS STEEL COOLER TOP, FLEXI -GUARD SAFETY
BUBBLER, FRONT, LEFT AND RIGHT PUSH BAR.
AUTOMATIC STREAM HEIGHT REGULATOR, 7.6 GPH CAPACITY AT 90F
AMBIENT /80F IN /50F OUT, PLUG -IN, 3 -WIRE CORD.
115V /1- PHASE, 3.5 FULL LOAD AMPS.
ELKAY EHFSA -8.
FITTINGS: 1 -1/4 Al. x 1 -1/2 IN. P -TRAP, SCREWDRIVER STOP, TUBING
SUPPLY.
1 -1/2'
1 -1/2'
1/2'
- --
1
FD -1
FLOOR DRAIN. FD -1
FLOOR DRAN: CAST IRON BODY WITH ADJUSTABLE ROUND, 6 IN.
POLISHED NICKEL BRONZE STRAINER WITH STANDARD STRAINER SCREWS.
PROVIDE TRAP PRIMER CONNECTION ON P -TRAP.
JR SMITH, MODEL 2005Y A.
SEE
DRWGS
SEE
DRWGS
- --
- --
URINAL
FD -2
5.00
FLOOR DRAIN: SAME AS FD-1 EXCEPT WITH MODEL 3581 FUNNEL
SEE
DRWGS
SEE
DRWGS
- --
- --
6.00
HB -1
TOTAL FIXTURE 19M8 58.00
HOSE BIBB: WALL HYDRANT, NON - FREEZE. EXPOSED. BRONZE
HYDRANT WITH CHROME PLATED FACE, BRONZE CASING, HOSE
CONNECTION WITH INTEGRAL VACUUM BREAKER, 'T' HANDLE KEY.
LENGTH REQUIRED FOR FROST PROTECTION.
J.R. SMITH 5609QT.
- --
- --
3/4'
- --
PRESSURE AVAILABLE FOR
L -1
TOTAL EgWM eNT PPE LBl iDI
LAVATORY: WALL HUNG, VITREOUS CHINA, 19 IN. BY 17 IN., FRONT
OVERFLOW, SOAP DEPRESSION, FAUCET HOLES ON 4 IN. CENTERS.
AMERICAN STANDARD 0355.012 'LUCERNE.'
FITTINGS: 1 -1/4 IN. BY 1 -1/2 IN. P TRAP. SUPPUES AND STOPS.
CARRIER: HANGER PLATE
FAUCET: LEVER HANDLE TYPE, 4 1N. CENTERS. C.P. METAL HANDLE.
3/8 IN. O.D. COPPER TUBE INLETS, VANDAL - RESISTANT AERATOR,
METAL POP -UP DRAIN, CHROME PUNISH.
CHICAGO 2200
1 -1/2'
1 -1/2'
1/2'
1/2'
SH -1
SHOWER:(ADA) 38 IN. BY 42 N. OUTSIDE DIMENSION. ONE -PIECE
FIBERGLASS, 1/2 IN. THRESHOLD, COMPLETE WITH FOLDING SEAT
AND GRAB BAR. COORDINATE ROD AND CURTAIN REQUIREMENTS
WITH ARCHITECT.
FIBERFAB MODEL 36 -H
SHOWER VALVE
SHOWER VALVE (ADA): C.P. META, SINGLE HANDLE, PRESSURE
BALANCE, INTEGRAL VOLUME CONTROL, ADJUSTABLE OMIT STOP,
MIXING VALVE. VALVE ONERIER, SHOWER HEAD ON ARM WITH
FLANGE, HAND -HELD SHOWER HEAD ON 59 N. FLEXIBLE METAL HOSE,
IN -UNE VACUUM BREAKER AND 24 IN. MOUNTING BAR.
SYMMONS S -25- 500 -8R IF-V
2'
1 -1/2'
1/2'
1/2'
S -1
KITCH84 SINK: DOUBLE COMPARTMENT SMALL COMP FOR GARBAGE DISPOSAL..
18 GAUGE STAINLESS STEE.,
SOUND DEADENED, 33 IN. LEFT TO RIGHT BY 22 IN. FRONT TO BACK
SELF - RIMMING, THREE HOLE, LK-35 CUP STRAINERS.
[ ELKAY LR- 3321 -8 IN. DEEP] [ ELKAY LRAD- 3321 -6 -1/2 IN. DEEP]
FITTINGS: SUPPUES, STOPS. P TRAP. CONTINUOUS WASTE.
FAUCET KITCHEN DECK /SINGLE HANDLE TYPE; 8 IN. CENTERS. 8 IN.
SWING SPOUT, AERATOR.
CHICAGO 2300 -8
2'
1 -1/2'
1/2'
1/2'
S-2
KITCHEN SINK: SINGLE COMPARTMENT, 18 GAUGE STAINLESS STEEL,
SOUND- DEADENED, 21 -1/4 IN. FRONT TO BACK x 25 IN. LEFT TO RIGHT x 8
IN. DEPTH. SELF-ROAMING. THREE HOLE, LK -35 CUP STRAINER
EUCAY LR -2521.
FITTINGS: SUPPLIES, STOPS, P -TRAP.
FAUCET: KITCHEN DECK/TWO- HANDLE TYPE, 8 IN. CENTERS C.P. ABS
WHOLES, 8 IN. SWING SPOUT, AERATOR.
CHICAGO 2300 -8
2'
1 -1/2'
1/2'
1/2'
SS -1
SERVICE SINK FLOOR-MOUNTED, 24 N. x 24 IN. x 10 IN., MOLDED
STONE, SS. DOMED STRAINER, AND RAE GUARDS.
FEAT MS82424 WITH E -77 M VINYL RIM GUARDS.
FAUCET: HOSE -END SPOUT TYPE WITH INTEGRAL VACUUM BREAKER,
ADJUSTABLE ARMS WITH INTEGRAL STOPS AND WALL BRACE
CHICAGO 897.
2'
1 -1/2'
1/2
1/2'
a
74B-1
WALL OUTLET BOX 11 N X 9 IN 18GAUGE STEEL BOX AND COVER WITH
1/4" 00. OUTLET STOP
GUY GRAY MFG. MODEL N0. 894875
-
1MC -1
WATER CLOSET: FLOOR - MOUNTED, FLUSH VALVE,
ELONGATED 17 IN. 1*GH 80MIL. VITREOUS CHINA. SIPHON JET
ACTION, 1 -1/2 I. TOP SPUD, 8011 CAPS.
AMEWCAN STANDARD 3043.102 "MADERA."
SEAT: COMMERCIAL WEIGHT HEAD -DUTY SOLID PLASTIC, OPEN
FRONT, STAINLESS STEEL CHECK HINGE, WFIW,
WITHOUT COINER.
CHURCH 9500C.
FLUSH VALVE SLOMN 111.
3'
2'
1'
•
- --
IWZ 2
i
WATER CLOSET: FLOOR- YDUNi13), FLUSH VAI_WE,
ELONGATED BOIIL, ViTREOts CHINA, SIPHON JET ACT100L
1 -1/2 N. TOP SPUD, BOLT CAPS.
AMERICAN STAB 2234.015 "MEW
SAT RD% WEIGHT HEAVY -OU1Y Shy) P! lsw . OPr3i
/.'. -T.. S.:4%•:=- yS�.7i i• - 2i :1: ; < -L :,;.. '.i•C; -. - : ■ r.j. il-.
CFNJRC 1 9500C.
FILUSH VALVE: SWIM 111.
3'
2'
1'
---
•
10
PLUMBING FIXTURE SCHEDULE
WH -1
&
WH -2
WATER HEATER: ELECTRIC, 50 GALLON, SIMULTANEOUS,
5000 WATT, DUAL ELEMENT, 240 V/ 1 PHASE, 36.1 FIA.
51 GPH RECOVERY AT 80 F RISE, 150 POUNDS. DRAIN VALVE, T & P VALVE.
BASED ON: A.O. SMITH DEN -52.
- --
- --
3/4'
3/4'
WH -3
WATER HEATER: ELECTRIC,20 GALLON. NON - SIMULTANEOUS.
4500 WATT, SINGLE ELEMENT, 240 V/ 1 PHASE, 18.8 FLA.
22 GPH RECOVERY AT 80 F RISE. 550 POUNDS. DRAIN VALVE. T & P VALVE.
BASED ON: A.O. SMITH DEL -20.
- ---
- --
3/4'
3/4'
WH -4
&
WH -5
WATER HEATER: ELECTRIC, POINT -OF -USE, TANKLESS.
2.4 KW. 110 V. CHRONOMRE MODEL SR -201.
LAVATORY, SINGLE
1.00
1.00
6.00
CHECK VALVE
TEMPERATURE
AND PRESSURE
RELIEF VALVE.
SANITARY DRAINAGE
CALCULATIONS 7997 UPS
PIAILIC
aeBW.
UN
PUE1tJC
MAW IIOE
A98B.SL.Y
01 710N
PLNLIC
OBELAL
UNE
PUBUO
FEA11 -U9E
AINEN L.Y
TOTAe.
!UNTO
2
0
KITCHEN SINK, DOMESTIC W /ONE 1 1/2' TRAP
2.00
0.00
4.00
6
0
LAVATORY, SINGLE
1.00
1.00
6.00
2
0
DRINKING FOUNTAIN
0.50
0.00
1.00
1
0
SERVICE SINK. 2' TRAP
3.00
0.00
3.00
4
0
SHOWER,EACH HEAD
2.00
0.00
8.00
1
0
FLOOR DRAIN. FD -1
0.00
0.00
0.00
2
0
URINAL
4.00
5.00
8.00
7
0
WATER CLOSET, 1.6 GPF, FLUSHOMETER VALVE
4.00
6.00
28.00
TOTAL FIXTURE 19M8 58.00
WATER SERVICE
CALCULATIONS
1997 UPC
CEFERAL
LEE
DEOORP11ON
CAUL
UBE
TOTAL
INIT8
HOT
WATER
.4
1
HOSE 6188
2.50
2.50
1.88
901. Mar E f® CM ore: rROS+s
HOSE BIBB. EACH ADDITIONAL
1.00
0.00
0.00
6
LAVATORY
1.00
6.00
4.50
1
SERVICE SINK OR MOP BASIN
3.00
3.00
2.25
2
KITCHEN SINK. DOMESTIC
1.50
3.00
2.25
2
DRINKING FOUNTAIN OR WATER COOLER
0.50
1.00
0.75
4
SHOWER, EACH HEAD
2.00
8.00
6.00
2
URINAL, 1.0 GPF
4.00
8.00
6.00
7
WATER CLOSET, 1.6 GPF, FLUSHOMETER TANK
2.50
17.50
13.13
TOTAL FIXTURE U418 49.00 36.75
FLOW IN GPM 10 7.5
IRRIGATION FLOW IN GPM 0
TOTAL ma MOWED 10
o. MINIMUM DALLY SERVICE PRESSURE 50 psi
b. STATIC HEAD LOSS .434 /FT X70 30.38 psi
c. WATER METER PRESSURE DROP 0 2 psi
d. BACKFLOW PREVENTER 1.5' 2 psi
e. PRESSURE REQUITED AT FIXTURE 15 psi
PRESSURE AVAILABLE FOR
FRICTIONLOSS.o - b - c - d - e 0.62 psi
TOTAL EgWM eNT PPE LBl iDI
47 LENGTH X 1.25 58.75 ft
SERVICE 11T1E FROM METER TOBULADlq • REt:E. '-) OR 1.5'
rnfz r:-,•.:.)1 ! giCE
RECIRCULATION PUMP
1/2" HOT WATER
RETURN.
DQ /COLD WATER:
HOT WATER.
GATE VALVE (TYP.)
3/4'
THERMAL
EXPANSION
TANK
(AMTROL ST -5).
ELECTRIC
WATER
HEATER
DISCHARGE
FULL SITE
TO GRAIN
UNION (TYP.)
HOSE BIBB DRAIN
D RARJ PAN.
1 ELECTRIC WATER HEATER
NO SCALE
DRAV'/1NC LIST
P0.1 PEKING swim UST. SCHEDULES
& DETAILS
P21 MAN FLOOR PLAN - PLUMBING
P2.1F FOUNDATION PLAN - PLUMBING
FGo1. I93
1
1
1
1
PRESSURE REDUCING VALVE,
REDUCE FROM 100 PSI TO
70 PSI
SHUT -OFF VALVE FOR EACH
1 WATER SERVICE
` 1
IL-ACCESS PANEL, &R. SMITH
1 MODEL�� 4760 (16x20), PRIME
t_- - - J CO
- - -
cry,' flFT4; t�
SEP 12 7X55
EERM:TcENTE€1
910 MARKET STREET
KIRKLAND. WA 98033
T: 425.827.7850
F: 425.827.7014
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0 PROVIDE SEPARATE SHUTOFF VALVE FROM CW SUPPLY TO HOT
WATER DISPENSER.
® ROUTE HW SUPPLY TO DISHWASHER PER MANUFACTURER
RECOMMENDATIONS WITH SEPARATE SHUTOFF VALVE UNDER SINK.
® DEPRESS SLAB UNDER ENCLOSURE TO ACCOMMODATE ADA
THRESHOLD REQUIREMENTS. INSTALL SHOWER VALVE AND TRIM IN
ACCORDANCE WITH ADA REQUIREMENTS.
i M HWR
:r&19
si
27 SF
O4 COORDINATE STRUCTURAL REQUIREMENTS WITH ARCHITECT PRIOR
TO INSTALLATION.
5O SEE M3.2 FOR CONTINUATION.
O6 ROUTE 3/4 INCH CW TO WH -3 AND THEN DOWN TO SS -1.
ROUTE 1/2 INCH HW FROM WH -3 TO SS -1 AND OVERHEAD TO
LUNCH SINK.
WRINTM
Qom- 6.
ARE RISER
it
3'
1
1
1
1/2" HWR
3/4" HW
•
1 132 SF
1
1
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it
i3
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VAULT II
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F O273P2.1.O11G — lAYODU 1 EDIT: 3/2/2006 4:12 PM BY ERICL 1 PLOT: 3/8/2006 901 AM BY JEREMY DOW
•
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VALVE TO HOSE BIBB.
PROVIDE EXPOSED SHUTOFF VALVE UNDER SINK AND ROUTE 3/4
INCH CW THROUGH WALL TO CONNECTION WITH HOSE BIBB.
PROVIDE SHUTOFF VALVE IN COLD WATER RISERS IN WALL BEHIND
ACCESS PANEL FOLLOWED BY PRV -1 ON EACH WATER SERVICE,
SEE DETAIL 2/P0.1.
3/4 INCH CW DOWN IN WALL. BRANCH TO EACH WC SEPARATELY.
2" W UP TO PRIMED FLOOR DRAIN.
A)Gocre 143
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Fw.E O273P2.1F.OW1G — LA1f0U11 I EDIT 3/2/2006 4:15 Pal BY ERIL. I PLOT: 3/8f200$ 901 AM BY .DIY S$
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01 2 INCH TRAPPED WASTE
0 3 INCH TRAPPED WASTE
® 4 INCH WASTE UP TO ACCOMMODATE
4 INCH Y.O. C
® 3 INCH WASTE UP TO ACCOMMODATE
3 INCH WCO.
® 3 INCH WASTE UP TO 4 INCH x 3
INCH FLOOR FLANGE.
® SLEEVE FOOTING. COORDINATE WITH
STRUCTURAL.
0 SEE CIVIL DRAWINGS FOR
CONTINUATION.
® PROVIDE 3' CAPPED WASTE FOR
FUTURE.
•
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T: 425.827.7850
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