HomeMy WebLinkAboutPermit PG08-147 - WESTFIELD SOUTHCENTER MALL - BEN & JERRY'SBEN & JERRY'S
2800 SOUTHCENTER MALL
K2688
PGO8-147
Parcel No.: 6364200010
Address:
Suite No:
Cityibf Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PLUMBING /GAS PIPING PERMIT
2800 SOUTHCENTER MALL TUKW
Permit Number:
Issue Date:
Permit Expires On:
PG08 -147
07/01/2008
12/28/2008
Tenant:
Name:
Address:
Owner:
Name:
Address:
BEN & JERRY'S
2800 SOUTHCENTER MALL K2688 , TUKWILA WA
WESTFIELD PROPERTY TAX DEPT
PO BOX 130940 , CARLSBAD CA
Contact Person:
Name: RHETT RUSSELL
Address: 5508 OYSTER BAY RD , OLYMPIA WA
Contractor:
Name: JEFF'S PLUMBING REPAIR INC
Address: 14026 TOULOUSE CT SW , OLYMPIA WA
Contractor License No: JEFFSPR925JT
Phone:
Phone: 360 - 970 -6849
Phone: 360 943 -6939
Expiration Date: 04/30/2010
DESCRIPTION OF WORK:
PLUMBING FOR KIOSK INCLUDING GRASE INTERCEPTOR INSTALLATION.
Value of Plumbing /Gas Piping:
Fees Collected:
$5,000.00
$196.60
Plumbing
Bathtub or combination bath/shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic, with independent drain
Drinking fountain or water cooler (per head)
Food -waste grinder, commercial
Floor drain
Shower, single head trap
Lavatory
Wash fountain
Receptor, indirect waste
Sinks
Urinals
Water Closet
Uniform Plumbing Code Edition: 2006
International Fuel Gas Code Edition: 2006
FIXTURE TYPE AND QUANTITY
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 1
0 Industrial waste treatment interceptor, including
0 its trap and vent, except for kitchen type
0 grease interceptors 0
0 Repair or alteration of water piping and/or water
1 treatment equipment 1
0 Repair or alteration of drainage or vent piping 0
0 Medical gas piping system serving (1 -5)
0 inlets /outlets for a specific gas 1
0 Medical gas piping (6 +) inlets /outlets 1
2 Gas Piping
0 Gas piping outlets (0 -5) 0
0 Gas piping outlets (6 +) 0
* *continued on next page **
doc: UPC -10/06
PG08 -147 Printed: 07 -01 -2008
City otTukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: PGO8 -147
Issue Date: 07/01/2008
Permit Expires On: 12/28/2008
Permit Center Authorized Signature:
Date: 61-j 7 L W 2
I hereby certify that I have read and eiiamIned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied
, 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
constructio a performance ork. orized to s d obtain this plumbing /gas piping permit.
Signature: 1 J-- J Date: 7//1 08
Print Name:
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: UPC -10/06
PGO8 -147 Printed: 07 -01 -2008
Parcel No.: 6364200010
Address:
Suite No:
Tenant:
•
City of Tukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: htp: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
2800 SOUTHCENTER MALL TUKW
BEN & JERRY'S
Permit Number:
Status:
Applied Date:
Issue Date:
PG08 -147
ISSUED
05/09/2008
07/01/2008
1: ** *PLUMBING AND GAS PIPING * **
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila
Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing
inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas
Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code.
Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to
make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection.
7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless,
adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the
conditioned space shall be insulated to minimum R -3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be
protected by steel nail plates not less than 18 guage.
9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing
piping shall be directly embedded in concrete or masonry.
10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in
accordance with the requirements of the building code.
11: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the
jurisdiction.
* *continued on next page **
doc: Cond -10/06
PG08 -147 Printed: 07 -01 -2008
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the performance of work.
c—
Signature:
"
� Date / J
!: �' /
Print Name: ,.R. A - 1 v f 3x 1
doc: Cond -10/06
PG08 -147 Printed: 07 -01 -2008
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: / /wwti+'. ci. tukwi la. ii'a. us
Building Permit No. �-
Mechanical Permit No.
Plumbing /Gas Permit No.TG 0 $. )�
Public Works Permit No.
Project No. rob -113
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
r n- King Co Assessor's Tax No.: 603 —0 °10
Site Address: 2.¢So0 uu i,4.� �'� Z �i Suite Number: Floor: d� Gc
Tenant Name: 13€h �C) New Tenant: [V� Yes ❑..No
Property Owners Name: We.4S
Mailing Address:
City
State
Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name: 4 1 C 1 ' 1
Mailing Address:
E -Mail Address:
�iv D Cj' %O (, 53(-6
.&j&_ , �1
Day Telephone: d r_.
PJ
WA- _2
State Zip
b. 452.68
Fax Number:
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: CdA�e.ke- -e-�
Mailing Address: i /
Contact Person: l d.{r
E -Mail Address: �
Contractor Registration Number: (iQ.Qr 1 * 01 15-'2 bL
b
a
•
City State p Zip
Day Telephone: �%,C1. 1 . 8 3>9`ct
'.
Fax Number: t) ..-1 • -''(Q
Expiration Date:
ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
City State �1 Zip
Day Telephone: i °tag' Fax - i 311
Fax Number: ge.35. - l 99 •
ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
t4 / IN-k-
b..
b. . •
Contact Person:W�
E -Mail Address: irie�
Q:W pplications Wunns- Appbemiuns On LingJ -2006 - Permit Applicatiun.doc
Revised. 9.2006
bh
City _ Stagy^ bp
•
3&5 . 32-51
Day Telephone:
Fax Number: et2k3. ✓de55
Page 1 of 6
PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670
PLUMBING AND GAS PIIPING CONTRACTOR INFORMATION
Company Name: --TJD
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number: __
Contractor Registration Number: Expiration Date:
Valuation of Plumbing work (contractor's bid price): $ S. a
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information):�t 1�
Building Use (per Int'I Building Code):
Occupancy (per Intl 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
Bathtub or combination
bath /shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
/
Sinks
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
Water heater and/or
vent
i
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
'piping
Repair or alteration of water
and /or water treating
equipment
1
Repair or alteration
of drainage or vent
piping
/
/
Medical gas piping system
serving one to five
inlets /outlets for specific gas
Q: Wpplicatimts\fomts- Applicetions On Line '6-2006 - Permit Applicmo.doc
Revised: 9 -2006
bh
Page 5 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plutnbing 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 O R OR A T ZED AGENT.
Signature:
�--� Date:
Print Name: iZ l' • I c-u S Le 1( Day Telephone: (� C'° �7o ^ g'?
Mailing Address: 5-51)8 oy 1 ✓L_ nPAl QLt,�frvrt y� C.,‘4
City / 1 State Zip
/i /0 9
Date Application Accepted: E` �_
Date Application Expires: V I_ (� , s/
`1
Staff Initials:
/ , , '
Vl/�J�(t
Q:\ A ppbcationsWonas- Appliemions On Line13-2006 - Pennil Applicalion.doc
Rcviscd: 9 -2006
bh
Page 6of6
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http:/lwww.ci.tukwila.wa.us
SET RECEIPT
RECEIPT NO: R08 -02304
Initials: WER
UserID: 1655
Payee: RHETT RUSSELL
Payment Date: 06/25/2008
Total Payment: 948.10
SET ID: 0625 SET NAME: BEN & JERRYS
SET TRANSACTIONS:
Set Member Amount
D08 -269 636.50
EL08 -540 144.00
PG-0 -8 7 167.60
TOTAL: 948.10
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 5139 948.10
TOTAL: 948.10
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
ELECTRICAL PERMIT - NONR
PLUMBING - NONRES
STATE BUILDING SURCHARGE
000/322.100 632.00
000.322.101.00.0 144.00
000.322.103.00.0 167.60
000/386.904 4.50
TOTAL: 948.10
4122 06/25 9711 TOTAL 948.10
Doc: RECSETS -06
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http:/lwww.ci.tukwila.wa.us
RECEIPT
Parcel No.: 6364200010 Permit Number: PG08 -147
Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 05/09/2008
Applicant: BEN & JERRY'S Issue Date:
Receipt No.: R08 -01539
Initials: WER
User ID: 1655
Payment Amount: $29.00
Payment Date: 05/09/2008 11:19 AM
Balance: $167.60
Payee: RHETT RUSSELL
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 5127 29.00
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000/345.830 29.00
Total: $29.00
2208 05/09 9711 TOTAL 475.80
doc: Receipt -06 Printed: 05 -09 -2008
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISIO N
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
(206)431 -3b7
PERMIT NO.
Project:
P''! Lh.II 7-ef, y>
Type of Inspection: 1 ff
rt.', 1 1 /h4s. p.:, S
Address:
2400 /14 II Ku gic
Date Called:
�/
Special Instructions:
Date Wanted:
? -�
laa..mm..
Requester:
Phone No: 3`9 2S-7 gS 3 1
® Approved per applicable codes.
ElCorrections required prior to approval.
COMMENTS:
Gr.oce,AwG,ft( rov',ite'e
$60.0 ' ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
8• WI
REVIEWED 1-UK
CODE COMPLIANCE
pp VE R CEI it V
ED
a
SMITH® JAY R. �cA
LOCATI
, , , — 1 III
cus7oYER
SMITH MFG. CO.® ?' %.
DIVISION OF SMITH INDUSTRIES, INC. ,': ®� . 'may
POST OFFICE BOX 3237 1F-.-.7i _ -i- A ,,; /.
MONTGOMERY, ALABAMA 38109-0237 (USA) '. \:'irl� y }`"., `` -
TEL: 334- 277 -8520 FAX 334- 272 -7398 www.jrsmlth.com ® MEMBER OF: ,1 ,! -
4.N
PER IT CENT
���,
DRAWING NUMBER
S8000GT
`
- ,' ,.lid=!
•
DRIVEN _ _ _ _ _ _ - _ __ _,�
GREASE INTERCO'
-..i4
._.. :.� :! ... ._ __ _ n...._
O rg ION
DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCE AND CHANGE WITHOUT NOTICE WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA
GREASE INTERCEPTORS WITH SEMI - AUTOMATIC DRAW -OFF
FUNCTION: Used in all areas where grease, oil and fats must be intercepted and collected. Unique semi - automatic draw -off design
permits removal of accumulated grease without cover removal. When specific directions are followed, accumulated grease in liquid
form is discharged through the semi - automatic draw -off piping for convenient disposal. This design eliminates the messy cleaning
job which must be done in ordinary types of interceptors:
5 1/2 (140)
G (Cleanout)
Q
Grease Accumulating Cone ..^i
Line 'bD --0` '''1.7'
SCALE:
NONE
Shut-off L II nos
A
;','T'
Valve ,' A
—
MINIM —
® °= —
c
- -- —
_
O
U
A
11 I�
■
s Outlet
Inlet
B
Removable
Air Relief
Static Water Line
Baffles
DATE:
04-24 -85
—
lam—
FILE
/p�yw yy�
r D -' i ®a
COPY
D
H F ►�
Fig. 8035GT Shown
APPROVED BY:
TD
1
:n it Cr
Fig. #
t: 8
GPM
Flow
Rate
Grease
Cap
Lbs.
Inlet
and
-.Outlet
Size
'A
Dimensions
_.. _
C.O.
Plug
Size
Line
Shut -off
Valve
to p
c-3 ~
U
v8020GT
F oughing: •
Dimensions
Body
Height
Width
B
C
D
E
F
G
H
8007GT
07
14
02 (50)
8 1/2 (215)
3 1/2 (89)
19 (485)
12 (305)
10 3/4 (275)
2 (51)
6 3/4 (175)
801OGT
8015GT
10
15
20
30
02 (50)
02 (50)
9 1/2 (240)
12 (305)
3 3/4 (95)
3 1/2 (89)
21 1/4 (540)
25 (635)
13 1/4 (335)
15 1/2 (395)
13 (330)
14 (355)
2 (51)
2 (51)
6 3/4 (175)
6 3/4 (175)
8025GT
20
25
40
50
03 (75)
03 (75)
13 (330)
15 1/4 (390)
4 (100)
4 1/2 (115)
28 1/2 (725)
30 (760)
17 (430)
19 3/4 (500)
15 3/4 (400)
16 3/4 (425)
2 (51)
2 (51)
10 (255)
10 (255)
DRAWN BY:
PJ
8035GT
8050GT
8075GT
35
50
75
70
100
150
03 (75)
03 (75)
04 (100)
16 (405)
17 1/2 (445)
21 1/2 (545)
5 (125)
6 3/4 (170)_
15 1/2 (395)
32 1/2 (825)
35 1/2 (900)
50 (1270)
21 (535)
24 1/4 (615)
37 (940)
18 1/4 (465)
20 3/4 (525)
30 1/2 (775)
2 (51)
2 (51)
3 (76)
10 (255)
10 (255)
12 3/4 (325)
LOW TYPE
■
8120GT
20
40
03 (75)
7 (180)
3 1/2 (89)
38 1/2 (980)
10 1/2 (265)
21 3/4 (550)
2 (51)
10 (255)
8135GT
35
70
03 (75)
_ 7 (180)
4 3/4 (120)
49 1/2 (1257)
11 3/4 (300)
27 3/4 (705)
2 (51)
10 (255)
IIIIIII
8150GT
50
100
03 (75)
10 (255)
6 (150)
49 1/2 (1257)
16 (405)
27 3/4 (705)
2 (51)
10 (255)
'Available with larger inlet and outlet when specified.
NOTE: Whenever an interceptor is to be installed suspended in a floor slab with a cradle or independently, proper support is
Supports / support system shall be of sufficient strength and proper design for the purpose intended and meet the approval
Mfg. Co. is not responsible for the design or recommendation of such supports. Upon request, Jay R. Smith Mfg. Co.
must be added to compensate for the weight of the liquid / grease when full and in the flowing mode of operation. It
and external) to verify they are in their proper operating order and location.
REGULARLY FURNISHED: VARIATIONS:
Steel Interceptor with Gray Duco Coating 12:N0-HUB Adaptor (2) Req'd
Inside and Outside with Steel Cone Draw off (Specify Fig. 2646Y)
Piping and Valve Line Shut -off Valve and
NOTE: Dimensions shown in
Flow Control Fitting.
parentheses are in millimeters.
-
essential for safety and functional integrity of the installation.
of the architect and structural engineer. Jay R. Smith
will provide the weight of the specific unit. Additional weight
is the responsibility of the installer to check all parts
OPTIONAL MATERIALS:
Acid Resistant Coating Inside - ARI
En Acid Resistant Coating Outside - ARO
OR Acid Resistant Coating Inside and
Outside - ARIO
IIIII Aluminum Cover - AC
N
■_
A,
W
CO(Internal
CI
0
0
0
CO
w
03/08/04
9-30-03
Updated Draw -off Valves
Revised Table
1 JJ
1 CL
WEIGHT
POUNDS
VOLUME
CUBIC FEET
FIGURE NUMBER
8000 /� T
SERIES
¢ m
it z
REV.
DATE
BY
KD.
Joanna Spencer - RE: Ben & Jerry's @
From: "Marcia Peddicord" <mpeddicord @us.westfield.com>
To: "Joanna Spencer" < jspencer @ci.tukwila.wa.us>
Date: 05/15/2008 2:02 pm
Subject: RE: Ben & Jerry's @K2688
They will have an "under the sink" grease interceptor. I believe that
the cut sheet for the grease interceptor was included in the plumbing
submission.
Marcia Peddicord
Southcenter Expansion - Seattle
633 Southcenter, Trailer #3
Seattle, WA 98188
Phone: 206 - 802 -6071
Fax: 206 - 246 -7043
Cell: 818- 402 -8923
Personal Cell: 724 - 321 -6541
mpeddicord @westfield.com
Original Message
From: Joanna Spencer [mailto :jspencer @ci.tukwila.wa.us]
Sent: Thursday, May 15, 2008 1:24 PM
To: Marcia Peddicord
Subject: Ben & Jerry's @K2688
Marcia,
Would you please verify their grease waste connection.
Are they having their own gr interceptor
or the will connect to the existing one outside the building ?
Thanks, Joanna
Joanna Spencer
Development Engineer
City of Tukwila
Public Works Department
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188 -2544
phone: 206 - 431 -2440
fax: 206 - 431 -3665
jspencer@ci.tukwila.wa.us
• PERMIT COORD COPY•
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: PG08 -147
DATE: 05 -09 -08
PROJECT NAME: BEN & JERRY'S
SITE ADDRESS: 2800 SOUTHCENTER MALL — K2688
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Buildirl'g MI
ion
P jh\ W ors 0 J
Fire Prevention
Structural
n
n
Planning Division
Permit Coordinator
5
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 05-13-08
Not Applicable
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 V Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 06 -1 0-08
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
Look Up a Contractor, Election or Plumber License Detail
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
License Information
License
JEFFSPR925JT
Licensee Name
JEFF'S PLUMBING REPAIR INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602680181
Ind. Ins. Account Id
#1
Business Type
CORPORATION
Address 1
14026 TOULOUSE CT SW
Address 2
City
OLYMPIA
County
THURSTON
State
WA
Zip
98512
Phone
3609436939
Status
ACTIVE
Specialty 1
PLUMBING
Specialty 2
UNUSED
Effective Date
4/30/2008
Expiration Date
4/30/2010
Suspend Date
Separation Date
Parent Company
Previous License
JEFFSPRO66DA
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
SHERRY, JEFFREY A
PRESIDENT
04/30/2008
Bond
Amount
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#1
CBIC
SF4320
04/30/2008
Until
Cancelled
$6,000.00
04/30/2008
Savings Information
Page 1 of 2
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= JEFFSPR925JT 07/01/2008
MECHANICAL LEGEND
SYMBOL
SYMBOL
DESCRIPTION
v
ABBR..
HW
DESCRIPTION
FD -1,
FUN -1
WASTE OR SOIL (W)
SIZE AS SHOWN
ON PLAN
AFF
ARCH
AUTO
AAV
BLDG.
CAP
CO
CONN
CONT
CFM
CW
CWV
DEC F,
DIA, 0
D.I.
DN
DWG
ELEC
ENT
EWT
EXH
(E)
EXIST
F
FCO
FD
FLEX
FL
FR
GA
GAL
GALV.
HW
IN
KW
LBS
LVG
LWT
MFR
MAX
MECH
MIN
NO
NC
NO.
NTS
OPER
PD
PH
REF
REQ'D
RM
TEMP
TYP
UG
UNO
V
W/
W
F°
ABOVE FINISHED FLOOR
ARCHITECTURAL
AUTOMATIC
AUTOMATIC AIR VENT
BUILDING
CAPACITY
CLEANOUT
CONNECTION, CONNECT
CONTINUE, CONTINUATION
CUBIC FEET PER MINUTE
COLD WATER
COMBINATION WASTE VENT
DEGREE FAHRENHEIT
DIAMETER
DUCTILE IRON
DOWN
DRAWING
ELECTRICAL, ELECTRIC
ENTERING
ENTERING WATER TEMPERATURE
EXHAUST
EXISTING
EXISTING
FIRE
FLOOR CLEAN OUT
FLOOR DRAIN
FLEXIBLE
FLOOR
FLOOR RECEPTOR
GAUGE
GALLON
GALVANIZED
HOT WATER
INCH
KILOWATT
POUNDS
LEAVING
LEAVING WATER TEMPERATURE
MANUFACTURER
MAXIMUM
MECHANICAL
MINIMUM
NORMALLY OPEN
NORMALLY CLOSED
NUMBER
NOT TO SCALE
OPERATING
PRESSURE DROP
PHASE
REFERENCE
REQUIRED
ROOM
TEMPERATURE
TYPICAL
UNDERGROUND
UNLESS NOTED OTHERWISE
VENT
WITH
WASTE
2 "
u
VENT V
( )
JR SMITH FIG. 3821T, WITH 6 "0 FUNNEL,
ALUMINUM DOME STRAINER
GI -1
COLD WATER (CW}
3"
3"
-
HOT WATER (HW)
JR SMITH FIG. 8015GT, 15 GPM FLOW RATE, 30 LB GREASE
CAPACITY, W/ OUTLET VALVE & GREASE DRAW OFF VALVE.
MAX DIMENSIONS: 26 "L x 17 "W x 15-1/2"H.
208/1
W/ RELIEF VALVE, DRAIN VALVE
HOT WATER CIRCULATING (HWC)
PIPE UP
O
PIPE DOWN
- w �-
- C
ISOLATION VALVE (BALL TYPE)
( )
� �
CHECK VALVE
�
UNION
_
CONCENTRIC REDUCER
I>
THERMOMETER
RELIEF VALVE OR SAFETY VALVE
1
Q
FLOOR CLEANOUT (FCO)
POINT OF CONNECTION TO EXISTING
PLUMBING FIXTURE SCHEDULE
SYMBOL
DESCRIPTION
W
v
CW
HW
REMARKS
FD -1,
FUN -1
FLOOR DRAIN W/ FUNNEL
SIZE AS SHOWN
ON PLAN
JR SMITH FIG. 3510, WITH 6" DIA TOP STRAINER,
FUNNEL, & TRAP PRIMER CONN.
FUNNEL DRAIN
3
2 "
u
W
JR SMITH FIG. 3821T, WITH 6 "0 FUNNEL,
ALUMINUM DOME STRAINER
GI -1
GREASE INTERCEPTOR
3"
3"
-
-
JR SMITH FIG. 8015GT, 15 GPM FLOW RATE, 30 LB GREASE
CAPACITY, W/ OUTLET VALVE & GREASE DRAW OFF VALVE.
MAX DIMENSIONS: 26 "L x 17 "W x 15-1/2"H.
208/1
W/ RELIEF VALVE, DRAIN VALVE
(9E)
* COMBINATION WASTE VENT (CWV) SYSTEM USED, NOT ALL FIXTURES HAVE VENTS CONNECTED TO FIXTURE PIPING.
MATER HEATER SCHEDULE
SYMBOL
SPECIFIED MFR.
AND SERIES NO.
TYPE
AREA
SERVED
INPUT
STORAGE
(GAL)
DOMESTIC HW
ELECTRICAL
REMARKS
• • GPH
EWT
LWT
FLA
VOLTS /PH
A.O. SMITH DEL 10
ELECTRIC TANK
HW
6 KW
10
31
40
120
28.8
208/1
W/ RELIEF VALVE, DRAIN VALVE
(9E)
1
3
4
5
6
7
8
9
10
A I B
S P E C I F I C A T I O N S
15010 - GENERAL
1. CODE COMPLIANCE: ALL WORK SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES.
2. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF THE
CONSTRUCTION, AND THEREFORE DO NOT SHOW ALL NECESSARY OFFSETS, FITTINGS, AND
ALTERATIONS TO EXISTING ITEMS, AND ACCESSORIES WHICH ARE REQUIRED TO FORM COMPLETE
AND OPERABLE SYSTEMS.
3. FIELD VERIFICATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING FIELD CONDITIONS,
REVIEWING EXISTING RECORD DRAWINGS, AND VERIFYING ALL MEASUREMENTS AND RELATIONSHIPS
INDICATED ON THE DRAWINGS BEFORE SUBMITTING BIDS AND AGAIN BEFORE PROCEEDING WITH THE
WORK.
4. PERMITS AND FEES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES,
FEES AND INSPECTIONS AS REQUIRED BY THE GOVERNING CODES AND AS SPECIFIED HEREIN.
(UNO).
5. SUBMITTALS: CONTRACTOR SHALL SUBMIT PRODUCT DATA INFORMATION FOR ALL PRODUCTS
PROPOSED TO BE USED ON THIS PROJECT FOR OWNER REVIEW. PRODUCTS SHALL NOT BE USED
UNTIL APPROVED BY THE OWNER OR HIS REPRESENTATIVE. SUBMIT 3 COPIES PLUS ANY
ADDITIONAL QUANTITIES THE CONTRACTOR NEEDS (3 COPIES WILL BE RETAINED BY THE OWNER).
6. RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN A SET OF CONTRACT PLANS AT THE
PROJECT SITE UPON WHICH ALL CHANGES FROM THE AS -BID PLANS ARE NOTED. AT THE
COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE OWNER ONE COMPLETE
SET OF THESE RECORD DRAWINGS.
7. PROTECTION: CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL MATERIAL, EQUIPMENT AND
APPARATUS PROVIDED UNDER THIS SECTION FROM DAMAGE, WATER, CORROSION, FREEZING AND
DUST, BOTH IN STORAGE AND WHEN INSTALLED, UNTIL FINAL PROJECT ACCEPTANCE.
8. COORDINATION: THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE
OWNER AND COOPERATE FULLY SO AS TO MINIMIZE CONFLICTS AND TO ALLOW FULL OWNER
USAGE (UNLESS INDICATED OTHERWISE) OF ALL AREAS DURING CONSTRUCTION.
9. CUTTING AND PATCHING: SHALL BE DONE BY SKILLED LABOR EXPERIENCED IN PROVIDING
OPENINGS AND PATCHING OF THE MATERIALS INVOLVED. AREAS SHALL BE PATCHED AND
RESTORED TO A FINISHED CONDITION, EQUAL TO ADJACENT FINAL FINISHED AREAS THAT HAVE
NOT BEEN CUT,
10. PAINTING: SHALL BE PROVIDED WHERE INDICATED, BY SKILLED PAINTERS IN CONFORMANCE WITH
STANDARD PROFESSIONAL PRACTICE INCLUDING CLEANING AND PRIMING OF MATERIALS TO BE
PAINTED. COLORS SHALL BE SELECTED BY THE OWNER
11. FINAL INSPECTION: PRIOR TO ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL PUT ALL
SYSTEMS INTO OPERATION FOR A PERIOD OF NOT LESS THAN 5 WORKING DAYS SO THAT THEY
MAY BE INSPECTED BY THE OWNER.
12. WARRANTY: ALL WORK AND EQUIPMENT SHALL BE WARRANTED TO BE FREE FROM DEFECTS AND
CAPABLE OF PROVIDING SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR. SEE GENERAL
CONDITION FOR MORE INFORMATION.
13. NEW MATERIALS: ALL ITEMS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING.
14. COMPLETE SYSTEMS: NOT ALL NECESSARY MATERIALS TO PERFORM THE WORK REQUIRED ARE
SPECIFIED OR SHOWN. CONTRACTOR SHALL PROVIDE ALL ITEMS NEEDED TO HAVE COMPLETED
PROPERLY OPERATING SYSTEMS; ITEMS PROVIDED SHALL BE OF COMMERCIAL /INSTITUTIONAL
QUALITY, CONSISTENT WITH THE QUALITY OF RELATED ITEMS PROVIDED ON THE PROJECT OR
CURRENTLY BEING USED IN THE BUILDING.
15. IDENTIFICATION:
. A. PIPING: SHALL BE MARKED ON 20 FOOT CENTERS WITH SELF - STICKING COLORED MARKERS,
LETTERED TO IDENTIFY THE PIPE CONTENTS, AND BANDED AT EACH END WITH ARROW TAPE
INDICATING THE DIRECTION OF FLOW. MARKERS SHALL BE SIMILAR AND EQUAL TO BRADY
"SYSTEM 1." LETTERING AND COLORS SHALL COMPLY WITH ANSI A13.1. EXCEPT THAT WHERE
EXPOSED TO VIEW TO GENERAL MALL PATRONS, NO LABELING IS REQ'D.
B. VALVES: SHALL ALL BE MARKED WITH IDENTIFICATION TAGS MADE OF BRASS OR ALUMINUM,
STAMPED WITH VALVE NUMBER AND ABBREVIATION OF SYSTEM SERVED. COORDINATE WITH
OWNER FOR NUMBERING AND I.D. TO BE USED. LABEL AS- BUILTS W/ VALVE ID NUMBERS
ASSIGNED.
16. TESTING: ALL PIPING AND SYSTEMS SHALL BE PRESSURE TESTED PER CODE REQUIREMENTS AND
TO AT LEAST 1.5 TIMES THE SYSTEMS ALLOWED OPERATING PRESSURE AND IN ACCORDANCE WITH
CODE AND THE OWNER'S STANDARDS.
17. CONTRACTOR LAY -OUT: THE CONTRACTOR IS REQUIRED TO DO FURTHER LAYOUT TO FINALIZE
THE DESIGN SHOWN ON THE PROJECT DRAWINGS. SUCH WORK INCLUDES FIELD INVESTIGATION OF
ALL EXISTING CONDITIONS, LAYOUT SKETCHES TO VERIFY RISES AND DROPS IN PIPING AND
COORDINATION WITH EXISTING ITEMS.
18. INSTRUCTION /0 & M MANUALS: DURING THE FINAL INSPECTION PERIOD, THE CONTRACTOR SHALL
PROVIDE INSTRUCTIONS AND DEMONSTRATIONS FOR THE OWNER'S REPRESENTATIVES ON THE
OPERATION AND MAINTENANCE OF ALL EQUIPMENT, AND PROVIDE 3 SETS OF O &M MANUALS.
0 & M MANUALS SHALL INCLUDE CONTACT INFORMATION FOR ALL CONTRACTORS AND SOURCES
FOR ALL PRODUCTS, AND FACTORY 0 & M MANUALS FOR ALL EQUIPMENT.
19. ALL ITEMS DAMAGED IN THE COURSE OF PERFORMING THE WORK OF THIS PROJECT SHALL BE
REPAIRED TO PRE - CONSTRUCTION CONDITIONS OR BETTER. CONTRACTOR SHALL BE RESPONSIBLE
FOR PROTECTING EXISTING EQUIPMENT, WIRING, DUCTS AND OTHER ITEMS IN AREAS WHERE WORK
IS BEING PERFORMED. THE CONTRACTOR SHALL TAKE NECESSARY STEPS TO PROTECT SUCH ITEMS
FROM DUST, DEBRIS AND WATER DAMAGE.
20. PROVIDE BARRICADES & SIMILAR PROTECTIONS TO KEEP NON - CONSTRUCTION PERSONNEL CLEAR
OF CONSTRUCTION AREAS.
21. THE PROVISIONS OF THE INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, SUPPLEMENTARY
CONDITIONS, ADDENDAS AND DIVISION 1 ARE A PART OF THIS SPECIFICATION. ELECTRICAL,
ARCHITECTURAL, AND ALL OTHER DRAWINGS AS WELL AS THE SPECIFICATIONS FOR ALL THE
DIVISIONS ARE A PART OF THE CONTRACT DOCUMENTS.
22. UNSIZED PLUMBING PIPING SHALL MATCH THE SIZE OF THE LARGEST ADJACENT CONNECTING PIPE
SIZE SHOWN, WHERE THE ADJACENT PIPE IS NOT SHOWN (OR NOT CLEAR), THE PIPE SIZE SHALL
BE BASED ON THE GPM FLOWING IN THE PIPE (USE TOTAL OF COILS SERVED FOR HYDRONIC
SYSTEM, USE FIXTURE UNITS AND CORRESPONDING GPM PER THE UPC FOR DOMESTIC WATER
SYSTEMS, USE WASTE FIXTURE UNITS & UPC TABLES FOR WASTE /VENT SYSTEM), AND A VELOCITY
NO GREATER THAN 4 FEET PER SECOND. USE UPC CURVES FOR GPM /VELOCITY FOR APPROPRIATE
PIPING MATERIAL INVOLVED.
A
B
C
15060 - PIPE AND PIPE FITTINGS
1. DOMESTIC WATER PIPE AND FITTINGS: TYPE L COPPER, PER ASTM B88, SOLDER FITTINGS PER
ANSI B16.22/016.24.
2. WASTE & VENT PIPING: SERVICE WEIGHT NO -HUB CAST IRON PER CISPI 301 AND ASTM A 888,
FOR USE W/ NO -HUB COUPLINGS. COUPLINGS SHALL COMPLY W/ CISPI 310 OR ASTM C 1277.
OR, SCHEDULE 40 GALVANIZED STEEL PIPE PER ASTM A 53, WITH CAST IRON DRAINAGE FITTINGS
PER ASME B 16.12 & B 16.4.
3. TRAP PRIMER PIPING: TYPE K SOFT COPPER WITH NO JOINTS FROM TRAP PRIMER TO DRAIN.
4. INSTALLATION:
A. INSTALL PIPING CONCEALED UNLESS SPECIFICALLY NOTED OTHERWISE. COORDINATE WITH
OTHER TRADES AND ALL EXISTING CONDITIONS. INSTALL TO ALLOW MAXIMUM ACCESS TO
COMPONENTS INSTALLED IN PIPING SYSTEM.
B. FOLLOW ESTABLISHED PROFESSIONAL PRACTICES FOR JOINING OF PIPING AND SO AS TO
SUIT THE SYSTEM PRESSURES AND TEMPERATURES INVOLVED.
15080 -- PIPING SPECIALTIES
1. THERMOMETERS: DIAL BIMETAL TYPE, 3 -INCH DIAL SIZE, BRASS OR STAINLESS STEEL
CONSTRUCTION, WHITE FACE WITH BLACK NUMERALS, AND MARKINGS IN DEGREES F. PROVIDE
SOCKETS WITH EXTENSION NECKS WHERE INSTALLED ON INSULATED PIPING. THERMOMETER
TEMPERATURE RANGE FOR DOMESTIC HOT WATER: 0 TO 200 DEGREES F.
2. WATER STRAINERS: "Y" TYPE, SAME SIZE AS THE PIPE IN WHICH THEY ARE INSTALLED, WITH
BRONZE RATED FOR 125 PSI WORKING PRESSURE, AND WITH REMOVABLE PLUG AND SEDIMENT
SCREEN. BASKET SCREEN SHALL BE STAINLESS STEEL OR MONEL, 20 MESH, WITH A NET FREE
AREA OF AT LEAST 3 TIMES THAT OF THE ENTERING PIPE. PROVIDE WITH BLOWDOWN VALVE.
3. UNIONS: RATED AT MINIMUM 125 PSIG AT 200 DEGREES F; PROVIDE DIELECTRIC UNIONS WHERE
DISSIMILAR METALS JOIN. PROVIDE UNIONS AT CONNECTIONS TO ALL EQUIPMENT.
4. ESCUTCHEONS: SHALL BE CHROME PLATED, PROVIDE FOR ALL EXPOSED PIPING AT WALL, FLOOR,
CEILING AND SIMILAR PENETRATIONS.
5. CLEANOUTS:
A. FLOOR TYPES: J.R. SMITH FIG. 4025, SATIN BRONZE TOP.
B. WALL TYPE: J.R. SMITH FIG. 4422, DUCO CAST IRON FERRULE, BRONZE PLUG, STAINLESS
STEEL COVER.
6. TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL P -1 AND P -2, WITH ADJUSTABLE
OPERATION.
7. DOMESTIC WATER EXPANSION TANK: DIAPHRAM TYPE, WELDED STEEL WITH HEAVY DUTY BUTYL
DIAPHRAM AND RIGID POLYPROPYLENE LINER, CHARGING VALVE AND TANK FITTINGS.
8. ACCESS DOORS: STAINLESS STEEL CONSTRUCTION, MINIMUM 16 GUAGE, W/ FULL PIANO TYPE
HINGE, & KEYED LOCKING MECHANISM.
15090 - HANGERS. SUPPORTS, SLEEVES AND SEALS
1. PIPE HANGERS AND SUPPORTS:
A. GENERAL: SHALL CONFORM TO MSS SP -58 AND MSS SP -69 AND SHALL BE COPPER
PLATED WHERE IN CONTACT WITH COPPER PIPE OR BE PROVIDED WITH FACTORY MADE
SOLATORS TO PREVENT CONTACT OF DISSIMILAR MATERIALS. UNISTRUT SHALL NOT BE
USED TO SUPPORT HORIZONTAL PIPING, EXCEPT WHERE RACKED AGAINST A WALL AND
NO OTHER SUPPORT MEANS IS REASONABLE. ALL STEEL HANGERS SHALL BE CADMIUM
PLATED, OR BE GALVANIZED STEEL.
C
B. HANGERS: SHALL PERMIT ADEQUATE ADJUSTMENT AFTER ERECTION WHILE STILL SUPPORTING
THE LOAD. PIPE GUIDES AND ANCHORS SHALL BE INSTALLED TO KEEP PIPES IN ACCURATE
ALIGNMENT, TO DIRECT EXPANSION MOVEMENT, AND TO PREVENT BUCKLING, SWAYING, AND
UNDUE STRAIN.
C. SPACING: SHALL BE SPACED AS SPECIFIED IN MSS SP-69 AND BY CODE, AND A
SUPPORT SHALL BE INSTALLED NOT OVER 1' FROM THE PIPE FITTING JOINT AT EACH
CHANGE IN DIRECTION OF THE PIPING (FOR PIPING 2" AND LARGER).
D. INSULATION: SHALL BE CONTINUOUS THROUGH ALL SUPPORTS, PROVIDE INSULATION
SUPPORTS PER SEC 15250.
2. PIPE SLEEVES AND SEALS: SLEEVES SHALL BE FABRICATED OF 20 GAUGE SHEETMETAL AND
SHALL ALLOW 1/2" SPACE AROUND INNER PIPE AND SHALL EXTEND AT LEAST 1" BEYOND
PENETRATED ELEMENT SURFACES. PROVIDE SLEEVES AT ALL WALL, FLOOR, AND CEILING
PENETRATIONS (EXCEPT WHERE COMPLETELY SOLID INTERIOR ELEMENTS SUCH AS CONCRETE
SLABS ARE PENETRATED). SEAL BETWEEN SLEEVE AND PIPE WITH UL APPROVED FIRE SEALANT;
(EXCEPT WHERE FIRE /SMOKE SEPERATION IS NOT REQUIRED PROVIDE SILICON TYPE SEAL OR ROCK
WOOL.). SEAL BETWEEN SLEEVE AND ELEMENT PENETRATED WITH SAME MATERIAL ELEMENT IS
CONSTRUCTED OF (I.E., CONCRETE, PLASTER, ETC.). ALL SEALING SHALL BE PROVIDED SO AS TO
MAINTAIN THE FIRE & SMOKE RATING OF THE ELEMENT BEING PENETRATED.
15100 -- VALVES
1. ACCEPTABLE MANUFACTURERS: NIBCO, RED-WHITE, MILWAUKEE, APOLLO, HAMMOND, WATTS.
2. COLD WATER AND HOT WATER SERVICE: 125 PSI -SWP BRONZE BODY BALL VALVES, FULL PORT,
NIBCO 5580, T580, OR EQUAL.
3. CHECK VALVES: 125 PSI -SWP BRONZE HORIZONTAL SWING TYPE. NIBCO S -413, T -413, OR
EQUAL.
4. DRAIN VALVES: NIBCO S-585-70-HC, T- 585- 70 -HC, OR EQUAL.
5. BACKFLOW PREVENTORS: WASHINGTON STATE APPROVED, TYPE AS INDICATED. INSTALL WITH UNION
CONNECTIONS, UPSTREAM STRAINER AND TO BE ACCESSIBLE.
6. INSTALLATION: INSTALL VALVES WITH STEM VERTICAL AND HANDLE UP WHEREVER POSSIBLE; IN
NO CASE BELOW HORIZONTAL. INSTALL IN LOCATION FOR EASE OF ACCESS. INSTALL ALL VALVES
IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS; RELIEF VALVES SHALL HAVE FULL
SIZE INLET ANT OUTLET CONNECTIONS.
15250 -- INSULATION
PIPING INSULATION: RIGID FIBERGLASS INSULATION, THERMAL CONDUCTIVITY SHALL NOT EXCEED
0.24 BTU - INCH /HR- SQ.FT.- DEGREES F. AT 75 DEGREES F. WITH JACKET CONSISTING OF HIGH
DENSITY WHITE KRAFT BONDED TO ALUMINUM FOIL, WITH PRESSURE SENSITIVE CLOSURE SYSTEM,
INTEGRAL VAPOR BARRIER WITH 0.02 PERM RATING. INSULATE ALL DAMAGED (IN THE COURSE OF
THIS PROJECT) EXISTING PIPING INSULATION. PROVIDE INSULATION ON ALL HW, CW, HWC PIPING
AS REQUIRED BY THE ENERGY CODE, BUT NO LESS THAN 1/2" INCH THICK.
2. HANGER INSERTS: EXPANDED PERLITE OR CALCIUM SILICATE INSULATION; WITH NO MORE THAN
5% DEFORMATION AT 100 PSI; AND MAXIMUM CONDUCTIVITY OF 0.32 BTU- IN /HR- SQ.FT.- DEGREE
F; WITH MINIMUM 18 GAUGE GALVANIZED STEEL SHIELDS. MICHIGAN HANGAR CO. NOS. 124,
1031, 4031; OR EQUAL. PROVIDE 360° TYPE INSERT WHERE PIPE IS CLAMPED FOR SUPPORT.
D
E
E
F
3. PIPING INSULATION INSTALLATION:
A. PROVIDE INSULATION ON THE SURFACES OF ALL ENERGY CONVEYING, ENERGY CONSUMING,
OR ENERGY STORAGE DEVICES (I.E. PIPES, EQUIPMENT, VALVES, FITTINGS, ACCESSORIES,
ETC.) INSTALLED AS PART OF THIS PROJECT EXCEPT WHERE SPECIFICALLY EXCLUDED.
PROVIDE INSULATION ON ALL ITEMS WHERE EXISTING •ASBESTOS INSULATION WAS REMOVED
OR EXISTING INSULATION WAS DAMAGED.
B. PROVIDE INSULATION CONTINUOUS THROUGH ALL SUPPORTS USING HANGER INSERTS.
15450 - PLUMBING FIXTURES AND WATER HEATERS
1. GENERAL: PROVIDE ALL STOPS, TRAPS, ESCUTCHEONS, CONNECTIONS, CARRIERS ETC., FOR ALL
FIXTURES AS NECESSARY TO COMPLETE THE INSTALLATION OF EACH FIXTURE, WHETHER SUCH
ITEMS ARE LISTED OR NOT. STOPS SHALL BE QUARTER TURN BALL TYPE, BRASSCRAFT.
2. THE WATER HEATER(S) SHALL HAVE CAPACITY AS SCHEDULED, AND BE FOR USE WITH
ELECTRICITY OF VOLT /PH INDICATED, AND BE LISTED BY UNDERWRITER'S LABORATORIES.
HEATER(S) SHALL HAVE 150 PSI WORKING PRESSURE AND BE EQUIPPED WITH EXTRUDED HIGH
DENSITY ANODE ROD. ALL INTERNAL SURFACES OF THE HEATER(S) EXPOSED TO WATER SHALL BE
GLASS -LINED WITH AN ALKALINE BOROSILICATE COMPOSITION THAT HAS BEEN FUSED TO STEEL
BY FIRING AT A TEMPERATURE RANGE OF 1600 °F. ELECTRIC HEATING ELEMENTS SHALL BE MEDIUM
WATT DENSITY WITH ZINC PLATED COPPER SHEATH. EACH ELEMENT SHALL BE CONTROLLED BY AN
INDIVIDUALLY MOUNTED THERMOSTAT AND HIGH TEMPERATURE CUTOFF SWITCH. THE OUTER
JACKET SHALL BE OF BAKED ENAMEL FINISH AND SHALL BE PROVIDED WITH FULL SIZE CONTROL
COMPARTMENT FOR PERFORMANCE OF SERVICE AND MAINTENANCE THROUGH HINGED FRONT
PANELS AND SHALL ENCLOSE THE TANK WITH FOAM INSULATION. TANK SHALL HAVE DRAIN
VALVE, LOCATED IN THE FRONT FOR EASE OF SERVICING. HEATER TANK SHALL HAVE A THREE
YEAR WARRANTY.
3. FLOOR DRAINS: GALVANIZED CAST IRON BODY, NICKEL BRONZE ADJUSTABLE STRAINER HEAD,
ROUND NICKEL BRONZE GRATE, REVERSIBLE FLASHING COLLAR, AND TRAP PRIMER CONNECTION.
PROVIDE WITH 4" DIAMETER FUNNEL WHERE USED TO SERVE RELIEVE VALVES OR INDIRECT
WASTES.
4. FLOOR RECEPTOR: CAST IRON FLANGED RECEPTOR WITH ACID RESISTANT COATED INTERIOR,
NICKEL BRONZE RIM, DOME BOTTOM STRAINER, NICKEL BRONZE 1/2 GRATE, AND TRAP PRIMER
CONNECTION. INSTALL FLUSH WITH FINISHED FLOOR.
5. FUNNEL DRAINS: CAST IRON FUNNEL DRAIN W/ P -TRAP, WITH. ACID RESISTANT COATING INSIDE
& OUT.
6. GREASE INTERCEPTOR: MINIMUM CAPACITY AS SCHEDULED, AND DIMENSIONS TO SUIT SPACE
AVAILABLE. STEEL CONSTRUCTION W/ ACID RESISTANT COATING 'INSIDE & OUT, FOR ABOVE FLOOR
MOUNTING PROVIDE W/ SEMI - AUTOMATIC DRAW OFF VALVES, & FLOW CONTROL FITTING. PROVIDE
EXTRA FLOW CONTROL FITTING TO SERVE INDIRECT DRAIN PIPING.
F
G
H
FILE COPY
Permit No
Mar review approval Is SL
Approval of conshuction documents
or �• Receipt
the violation of any adopted led:
of approved Field Copy and =Mons Is
BY
Date:,
J
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
Pk1.08
J
147
K
coo APPOVED
BOSOG 150
SEPARATE PERMIT
REQUIRED FOR:
WMechanical
s' Electrical
❑ Plumbing
❑ Gas Piping
City of Tukwila
BUILDING DIVISION
K
RECEIVED
MAY - 9 2008
PERMIT CENTER
2
3
4
5
6
10
design group
AMERICAN INSTITUTE OF ARCHITECTS
I EXPIRES ' -I4 -OS
HELIX DESIGN GROUP, INC
HULTZ qffl BHU-f C ROSS
consulting engineers, Inc.
2407 North 31st Street
Phone: (253) 383 -3257
general@hullzbhucross.com
MECHANICAL
7 LEGEND, NOTES
& SCHEDULES
BEN & JERRY'S
KIOSK
8 SOUTHCENTER
MALL
TUKWILLA , WA
REVISION DATE
DATE JOB NO.
05.02.08 108 -043
PERMIT SET
DRAWING NO,
Tacoma, WA 98407
Fax: (253) 353 -3283
Job Number: 09.091
6 of 9
'f. HELIX DESIGN GROUP, INC.: nil rights reserved.
A
1
2
3
4
5
6
7
8
9
FLOW CONTROL
FITTING #2
FUN- -1
® GI -1
j 3 "W
LINE SHUT —OFF VALVE,
FURNISHED W/ GI -1
4" FCO
2" FD -1
A
2 "V
4 "(CWV)
NTS
4 "(CWV)
PIPE FULL SIZE TO
FLOOR DRAIN
R--10 RIGID INSULATION
1" DRAIN PIPED TO
FLOOR DRAIN
NTS
ACCESS DOOR (WHERE
CONCEALED IN WALL)
1/2" (TYP), TYPE K SOFT
COPPER, W/ NO JOINTS
NTS
SIZE TO MATCH FLOW
CONTROL FITTING CONN.
FLOW CONTROL
FITTING #1
CO —
Tr
3" ( C WV)
B
B
" HW
WATER
HEATER
F' !/////1///
WATER HEATER DETAIL
CW LINE TO FREQUENTLY USED FIXTURE
(OR LINE AS INDICATED ON PLAN)
r
L
NOTE: LOCATE TO BE ACCESSIBLE. LOCATION ON PLANS IS
PRELIMINARY ONLY, CONTRACTOR TO CONFIRM.
TRAP PRIMER DETAIL
WASTE FROM
3— COMPARTMENT SINK
3 "V ti 3 "V
3"(CWV)
CO
2" FD -1
WASTE VENT RISER DIAGRAM
REDUCER (TYP)
4 "(CWV)
4 "W
C
CABINET, SEE ARCH
DRAWINGS
1" CW
I HOSE END THREADED
DRAIN VALVE W/ CAP
TO FIXTURE (OR
AS SHOWN)
6" HIGH SQUARE DRAIN
PAN, MIN 20 GA. GALV.,
WELDED STEEL CONSTRUCTION,
WATERTIGHT
TRAP PRIMER VALVE
ADJUSTABLE TYPE
PRIMER MANIFOLD(S)
(WHERE SERVING MORE
THAN ONE FLOOR DRAIN)
r FINISHED FLOOR
TO FLOOR DRAIN
TRAP (TYP.)
EXPANSION TANK THERM--- X --TROL ST -5
CHARGE TO BLDG. STATIC PRESSURE LEVEL,
LOCATE REMOTE FROM CABINET
3 "V, CONN TO
(E) 3 "V & ON TO
t I (E) VTR
C
(E) 4 "W
— 2 "
S
D
FLOOR PENETRATION,
SEAL & PROVIDE
ESCUTCHEON (TYP)
D
2 "V
EXPANSION TANK
FUN - 1
SINK WASTE (TYP)
0 GI -1
OUTLINE OF KIOSK
ABOVE
E
E
/ 3 "V
®2"V,
3 /4 "CW,
3/4 "H W
rr --
t t
n-.
4 "W UP —
4 "W
3 "V,
1 "CW
1 /2 "H W
2" FD -1
SCALE: I/2 " =1' —a
PROVIDE FULL SIZE TRAP
(SAME SIZE AS BRANCH
LINE) W/ REDUCER TO
FIXTURE CONN SIZE (TYP)
1/2" TO 11E
2" ED -1
1 /2 "CW UP -
a
3 "
r r
(c )
„____ 1 /2" CW
3 "W
(CWV)
SCALE: I/2 rILO'
1 /2 "CW DN
THRU FLOOR
4E
F
1 /2 "CW UP
3 "V
4 "W 7
(CWV)
F 1 G
NOTE: PIPING RUNS IN CEILING SPACE BELOW KIOSK (UNO).
ABOVE FLOOR PLUMBING PLAN
r
UNDER FLOOR PLUMBING PLAN
� rl
non
FP- 01.DIAl M2
FP- 01.DWG
2 "W DN
THRU FLOOR
tc �t-- �7
rEM
M2.0
1 "CW UP
1 "CW
1 "CW UP THRU FLOOR
PROVIDE W/ ISOLATION
VALVE ABOVE FLOOR
H
H
J
GENERAL NOTES
1 SEE ARCHITECTURAL PLANS, KIOSK EQUIPMENT SCHEDULE, &
SPECIFICATIONS FOR REQ'D PLUMBING CONNECTIONS TO ITEMS IN THE
KIOSK. ALL ITEMS REQUIRING PLUMBING CONNECTIONS SHALL BE
COMPLETELY CONNECTED BY THE PLUMBING CONTRACTOR. THIS INCLUDES
PROVIDING ALL HW /CW /WASTE /VENT /MISC DRAIN PIPING, TRAPS, FITTINGS,
STOPS (IN ALL WATER PIPING TO ITEMS), VALVES, SOLENOID VALVES,
GASKETS, UNIONS, VACUUM BREAKERS, BACKFLOW PREVENTORS,
ESCUTCHEONS, WATER HAMMER ARRESTERS, ACCESS DOORS, PIPE
SHROUDS, & ALL ACCESSORIES.
2. FOR PIPING SIZES TO INDIVIDUAL PLUMBING ITEMS SEE ARCHITECTURAL
PLANS, KIOSK EQUIPMENT SCHEDULE, PLUMBING FIXTURE SCHEDULE &
SPECIFICATIONS.
3. THE PLUMBING CONTRACTOR SHALL INSTALL ALL FITTINGS, VALVES &
CONTROLS FURNISHED WITH THE FOOD SERVICE EQUIPMENT AS LOOSE
ITEMS, AND SHALL PROVIDE ALL INTERCONNECTION PIPING REQUIRED
TO COMPLETE EACH EQUIPMENT HOOK —UP FOR PROPER OPERATION
& CONNECTIONS TO PLUMBING SERVICES.
4. C # ) DESIGNATES KIOSK EQUIPMENT ITEMS. SEE ARCHITECTURAL DRAWINGS.
5. VERIFY LOCATIONS OF ALL ITEMS W/ OTHER TRADES BEFORE BEGINNING
WORK.
6. SUBMIT SHOP DRAWINGS WITH DIMENSIONED LOCATION OF ALL FLOOR
DRAINS & FLOOR RECEPTORS BEFORE INSTALLING.
7. VERIFY ADEQUATE SPACE FOR WATER HEATER BEFORE ORDERING.
8. VERIFY CONNECTION LOCATIONS & REQUIREMENTS OF ALL ITEMS PRIOR TO
BIDDING. PLANS ARE SCHEMATIC ONLY & DO NOT SHOW ALL NECESSARY
OFFSETS, PIPE LENGTHS, & ACCESSORIES FOR FULL CONNECTIONS.
9. LOCATION OF EXISTING ITEMS IS BASED ON INFORMATION PROVIDED BY
OTHERS, AND HAS NOT BEEN FIELD VERIFIED.
KEYED NOTES
CONNECT TO EXISTING. FIELD VERIFY SIZE & LOCATION. ASSUME LOCATION
IS 20 FEET AWAY FROM LOCATION NOTED, REQUIRING 2 ADDED FITTINGS.
(UNLESS FIELD VERIFIED PRIOR TO BIDDING).
0 1/2" DOUBLE CHECK BACKFLOW PREVENTOR.
0111101
J
K
0 1/2" TRAP PRIMER LINE.
0 PROVIDE TRAP PRIMER TO SERVE ADJACENT DRAINS. SEE DETAIL 2/M2.0
0 RUN ALL PIPING IN WALL, SOME PIPING SHOWN OFFSET FOR CLARITY (TYP).
0 PROVIDE INDIRECT WASTE TO ADJACENT FR OR FD. REFERENCE ARCHITECTURAL
DRAWINGS FOR SIZING INFORMATION.
0 PROVIDE CLEANOUT IN VENT PIPING.
0 CABINET HOUSING WATER HEATER; CUT OPENINGS IN CABINET TO ACCOMMODATE
ALL PIPING AND ALLOW DRAINAGE TO FD -1.
Q INSTALL GREASE INTERCEPTOR ABOVE FLOOR & BELOW 3—COMPARTMENT SINK. VERIFY
& COORDINATE SIZE & LOCATION WITH 3— COMPARTMENT SINK & SINK LEGS. CUSTOM
FABRICATED SINK LEG LOCATIONS MAY BE REQUIRED.
RED IENNED O KE
cope APPROVED *\
70 It
01
Otv lbw
RECEIVE?
MAY - 9 2008
PERMIT CENTEI
K
1
2
3
4
5
6
10
design group
AMERICAN INSTITUTE OF ARCHITECTS
I EXPIRES 8—I4 —O'
HELIX DESIGN GROUP, INC
HULTZ B1-11j-f C ROSS
consulting engineers, Inc.
2407 North 31st Street
Phone: (253) 383 -3257
general @hultzbhucross.com
PLUMBING PLANS
7 AND DETAILS
BEN & JERRY'S
KIOSK
8 SOUTHCENTER
MALL
TUKWILLA , WA
REVISION DATE
9
DATE JOB NO.
05.02.08 108 -043
PERMIT SET
DRAWING NO.
Tacoma, WA 98407
Fax (253) 383 -3283
Job Number: 08 -091
7 of 9
'' HELIX DESIGN GROUP, INC.: wl rights reserved.