HomeMy WebLinkAbout0103472-Plumbing (interior)CITY OF OSHKOSH
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 700 WEATHERSTONE DR Owner KURTA KOEPPLER
Contractor FIELDS PLUMBING Category 410 - Residential-Interior
Create Date
Plan
No 103472
Bathtub I Shower I Ejector/Grind 0 DipWell 0 F Prep Sink
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink
Lavatory 5 LndryTray 0 Local Waste 0 Wait. St. 0 Shamp Sink
Toilet 3 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Sasin
Bar Sink 0 Dishwasher I Beer Tap 0 SculrySink 0 Wash Ftn
Water Heater 1 Sump Pump I Dent. Oper. 0 Hand Sink 0 Urinal
Site Drain 0 Classrm Sink 0 Lab Sink 0 Piaster Sink 0 Standp Rec
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker
Use/Nature NSFPJ
of Work
07/23/2003
0 Gar Drain
0 Soda Disp
0 Coffee Maker
0 Int Grease Trap
0 Ext Grease Trap
0 RPZ Valve
0 EyeWash Statn
0
1
0
0
0
0
0
0
0
Sanitary Sewer
Storm Sewer
Water Service
Size Material Type # Conn. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Valuation $9,055.00 Plan Approval $0.00 Permit Fees
Issued By
$108.00 [] Permit Voided
Date 08/12/2003
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the
easement holder(s,)~.nd to secure any necessa~, al~provals before starling such activity
Signature ',, ..~t ~ ~--- ~ ~~ ~~ ..... Date
Agent/Owner
Address 1939 SOUTHLAND LN NEW LONDON wr 54961 - 0000 Telephone Number
262-982-5813
To schedule inspections please call the Inspection Request line at 236-5'128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
r --- Plumbing Permit Work Card
I Job Addre6s 700 WEATHERSTONE DR Permit Number 103472 Create Date 07/23/2003
Owner KURT A KOEPPLER Contractor FIELDS PLUMBING
egory 410 - Residential- Interior Plan Value $9,055.00
bathtub 11 Shower / 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory /1 115 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 7773
Lndry Stndp / 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink 1 1 Disposal / 1 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 Sump Pump / 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 / 1
Use /Nature NSFR/
of Work
Size Material Type # Conn.Type
Sanitary Sewer 0
0 t --,.- J ) r j '
0
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
1 -6-.° 0 _n „ 0
0
Date Type 6)' Inspector
/t/6 3 S ' IoZ
6 ;7 f1
.}' t _ G
Date/Time requested: Notice Type: Telephone Number:
Access:
Ready Date/Time: Requested By:
Q Reinspect Fee O Fee Waived ri Reinspect Fee Paid
V a j-
/ VS
6
� C
Fixture Listing
Date: February 10, 2004
Name: FIELDS PLBG Project: NSFR
Street: Street: 700 WEATHERSTONE DR
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
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
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
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 8.00 18.50 23.00
15.8 Gallon per minute demand of the building. Predominatly Flush Tank
14.0 Pressure available for uniform loss. For the table use - 14.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
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 5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 6 0 18 //34 62 112 270 484 776 1835
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WATER DISTRIBUTION DATASHEET
Date: February 10, 2004
Name: FIELDS PLBG Project: NSFR
Street: Street: 700 WEATHERSTONE DR
City: City:
1. 15.8 Gallon per minute buiding demand, predominatly Flush Tank.
2. 47.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.1 Lb loss from a 15.0 ft 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 150 , inside diameter of .995 and a velocity of 6.5 ft per sec.
4b. 3.2 Lb loss from a 60.0 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 5.7 ft per sec.
5. 3.7 Lb loss from a 3 /4in Meter .
6. 39.0 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. 14 Pressure available for uniform loss (psi /100 feet of pipe).
B. 39.0 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 9.5 Lb loss resulting from a 22.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a serving the controlling fixture.
F. 67.5 Ft Developed length from the 45.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
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 5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 6 0 18 34 62 112 270 484 776 1835
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OSHMSH . • .
WATER CALCULATION8VORKSHEET
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. ,.. CALcul421 WATER SERVICE ertassuRe LO12
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subtotal 1 Va .
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. . CALCUL#E THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALIIE OF "A") •
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