HomeMy WebLinkAbout0099850-Plumbing (interior)OSHKOSH
ON THE WATER
,Job Address 2321 SHORE PRESERVE DR
Contractor JIM'S PLUMBING
Bathtub 1
Whirlpool 1
Lavatory 6
Toilet 4
Res. Sink 1
Bar Sink 0
Water Heater 1
Site Drain 0
Roof Drain 0
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner FOX CITIES CONSTRUCTION CORP
Category 410 - Residential-Interior
Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0
Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0
Lndry Tray 1 LocaIWaste 0 Wait. St. 0 Shamp Sink 0
Lndry Stndp 1 CIothesWshr 0 Ice Chest 0 FIr/Wst Sink 0
Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0
Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0
Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1
No 99850
Create Date 11/22/2002
Plan
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
Use/Nature
of Work
Valuation
Issued By
Sanitary Sewer
Storm Sewer
Water Service
Size Material Type #
$11,000.00 Plan Approval $0.00 Permit Fees
Conn. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
$138.00
Date 02/17/2003
Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature
Date
Agent/Owner
Address W-6166 GREENVILLE DRIVE GREENVILLE WI 54942 - 0000 Telephone Number
757-5258 OR 757-64(
02/17/2003 14:28 FAX 920 757 6482
FIpr- 12 0~- Ol:O~p Oshkosh
JIMS PLUMBING
InspecSions
8~0-~36-5084
~001/002
p.1
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903-I 130
Phone: (920) 236-5050
Fax: (920) 236-5084
Plumbing Permit Application
t hereby apply for a permit to do and install the tbllowing plumbing on the premises hereinafter described, the work to cOnform to the
Wisconsin State Plumbing Code, in th, performance of which all parties hereto agree to and are bound by said statutes.
· Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box I 128,
Oshkosh WI 54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the
normal permit fee, which ever is greater.
l~.you are a contractor partici~atin~ in the Permit Feq ,4ccount System and have adequate fundx, check herr,
if you want thi~ ~ro¢¢$sed throu~ch your account [~ ......
Owner
ing e Famay nup ex Mu -Fami y DCommer ia naustria
Number of Fixtures:
Bathlub ] Lndry Standp . ) . Dent. Oper. Shamp Sink
Whirlpool [ Disposal [ Dip Well ftrlWs~ Sink
~valo~ ~ Dishwasher } Drink Fm Catch Basin
R~s. Sink [ EjcctoffOri,d lee Che~t Urinal
Bar Sink Water 5o~ner ~am Sink Gar Drain
Water Heater / L~al W~Ie 5cul~ Sink ..... Soda Disp
~ G~ '2 EIect ~ P~Vnt C{othes Wshr Han~ Sink Coffee MaWr
Shower ~ Bidet F Prep Sink Ice Maker
~oor Drain ~ Beer Tap Se~ Sink Site Drain
Lndry lmy
Clasa~ Sink Im Grease Trap ~ ~of Dmln
~b Sink
Plaster Sink Breakrm
S~crilizer
Electric Contractor
Use / Nature of Work
n]Electric Installation Verification form attached
(I f Replacen'~n ~)
Sanitary Sewer
Storm Sewer
Water Service
Material Type ~ Conn. Type
3/02
Plumbing Permit Work Card
Jo'.. A:?dress 2321 SHORE PRESERVE DR Permit Number 99850 Create Date 11/22/2002
Owner FOX CITIES CONSTRUCTION CORP Contractor JIM'S PLUMBING
`egory 410 - Residential- Interior Plan Value $11,000.00
Dathtub 1 / 1 Shower If (1 2 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool f /1 Floor Drain r 11 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavator - S Lndry Tray 1 I 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet111 I f 1/14 Lndry Stndp 1 f1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
Res. Sink / / 1 Disposal 1/11 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher / /1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 1 1 1 Sump Pump 1 ! 1 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 111
Use /Nature NSFR
of Work
Size Material Type # Conn.Type
Sanitary Sewer 0 (/� 6- A /' 4/ , G' -4-4 A '„
0 ., l
o °."-/ 0
Storm Sewer , 0 ('/G ) — k _ '
�/ 2//?
0 /
r ,r / 0
e
Water Service \ 0
\ v 0
0
0 F 9 ( --, 5/ o >
0
Date Type Inspector
Date/Time requested: Notice Type: Telephone Number:
Access:
Ready Date/Time: Requested By:
Q Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid
o
rT J.
Fixture Listing
Date: April 23, 2003
Name: JIMS PLUMBING Project: NSFR
Street: Street: 2321 SHORE PRESERVE DR
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
3 Lavatory 1.50 1.50 3.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
1 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00
Total Water Supply Fixture Units 15.00 27.00 34.00
21.6 Gallon per minute demand of the building. Predominatly Flush Tank
17.6 Pressure available for uniform loss. For the table use - 18.0
Maximun Allowable load for CPVC Tubing ASTM D2846
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 0 10 16.5 24 34 59 0 0 0
Maximum FM WSFU 0 0 4 5.5 8 19 73 0 0 0
Maximum FT WSFU 4 0 13 24 41 68 171 0 0 0
li
- ...7 5
WATER DISTRIBUTION DATASHEET
Date: April 23, 2003
Name: JIMS PLUMBING Project: NSFR
Street: Street: 2321 SHORE PRESERVE DR
City: City:
1. 21.6 Gallon per minute buiding demand, predominatly Flush Tank.
2. 55.0 Low pressure at the Main in Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in Street to the Water Meter.
4a. 1.9 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop.
Pressure loss detemined using a C value of 150 , inside diameter of .995 and a velocity of 8.9 ft per sec.
4b. 2.9 Lb loss from a 30.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 , inside diameter of 1.060 and a velocity of 7.9 ft per sec.
5. 7.0 Lb loss from a 3 /4in Meter .
6. 43.2 Lbs of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B- (C +D +E) x 100
F
A. 18 Pressure available for uniform loss (psi/100 feet of pipe).
B. 43.2 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S VALVE
D. 8.7 Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 82.5 Ft Developed length from the 55.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for CPVC Tubing ASTM D2846
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 0 10 16.5 24 34 59 0 0 0
Maximum FM WSFU 0 0 4 5.5 8 19 73 0 0 0
Maximum FT WSFU 4 0 13 24 41 68 171 0 0 0
04/20/2003 07:20 FAX 920 757 6482 JIMS PLUMBING 0 001 /005
Fixture Listing
Date: April 10, 2003
Name: JIMS PLUMBING Project: R03 -008
Street: W6166 GREENVILLE DR, Street: 2321 Shore Preserve Dr.
City: GREENVILLE, WI. 54942 City: Osh.
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
1 Dishwashing Machine 1.00 .00 1.00
4 Hose Bib, 1/2" diameter .00 12.00 12.00
1 Kitchen Sink 1.00 1.00 L50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
3 Lavatory 1.50 1.50 3.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 12.00 30.00 36.00
22.4 Gallon per minute demand of the building. Prcdominatly Flush Tank
7.9 Pressure available for uniform loss. For the table use - 8.0
Maximo Allowable load for CPVC Tubing ASTM D2846
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 112 2 2 1/2 3 4
Actual I. D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in it per sec. 8 8 8 8 8 8 8 8 8 8
._ Maximum Gpm 2.5 0 7 13.5 23 34 59 0 0 0
Maximum FM WSFU 0 0 0 5 7.5 19 72 0 0 0
3 '1911tximum FT WSFU 2.5 0 9 .. 19 37 66 170 0 0 0
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5Q C-Ar,�- d *- J y 3 e. f : 0 0 4 . /4
P 4....s,.. ,4ilm
c
/ 9 /9 �,/ ra. Q, ,) &'- w P��
04/20/2003 07:21 FAX 920 757 6482 JIMS PLUMBING II 002/005
WATER DISTRIBUTION DATASHEET
Date: April 10. 2003
Name: DIMS PLUMBING Project: R03 -008
Street: W6I66 GREF.NVIL.L.E DR, Street: 2321 Shore Preserve Dr.
City: GREENVILLE, WI. 54942 City: Osh.
1. 22.4 Gallon per minute buiding demand. prcdominatly Flush Tank.
2. 49.0 Low pressure at the Main in the Street.
3. 1.3 Lb loss from a 3.0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 2.7 Lb loss from a 15.011 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop.
Pressure loss detemined using a C value of 130 , inside diameter of.995 and a velocity of 9.2 ft per sec.
4b. 2.3 Lb Toss from a 30.011 1 1/4" PB Tubing ASTM 3309 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 , inside diameter of 1.125 and a velocity of 7.2 11 per sec.
5. 7.5 Lb loss from a 3 /4in Meter
6. 35.2 Lbs of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B- (C +D +E) x 100
F
A. 8 Pressure available for uniform loss (psi/100 fret of pipe).
B. 35.2 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. 2nd floor shower
D. 8.7 Lb loss resulting from a 20.0 fl difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 82.5 Ft Developed length from the 55.0 R actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for CPVC Tubing ASTM D2846
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 2.5 0 7 13.5 23 34 59 0 0 0
Maximum FM WSFU 0 0 0 5 7.5 19 72 0 0 0
Maximum FT WSFU 2.5 0 9 19 37 66 170 0 0 0