HomeMy WebLinkAbout0100847-Plumbing (interior)OSHKOSH
ON THE WATER
Job Address 223 ALLEN AVE
Contractor P&S PLUMBING
Bathtub 1 Shower
Whirlpool 0 Floor Drain
Lavatory 2 Lndry Tray
Toilet 2 Lndry Stndp
Res. Sink 1 Disposal
Bar Sink 0 Dishwasher
Water Heater 1 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
Use/Nature
of Work
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
Owner SHOWCASE HOMES
Category 410 - Residential-Interior
0 Ejector/Grind 0 DipWell 0 F PrepSink 0
1 WaterSoftner 0 Drink Ftn 0 Serv Sink 0
0 Local Waste 0 Wait. St. 0 Shamp Sink 0
1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0
I Bidet 0 Exam Sink 0 Catch Basin 0
1 Beer Tap 0 SculrySink 0 Wash Ftn 0
1 Dent. Oper. 0 Hand Sink 0 Urinal 0
0 Lab Sink 0 Plaster Sink 0 StandpRec 0
0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1
No 100847
Create Date 04/17/2003
Plan
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
NSFR
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 $5,200.00 Plan Approval $0,00 Permit Fees $78.00
Issued By
Date 04/17/2003
[] 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 PO BOX2153 APPLETON WI 54913 - 0000 Telephone Number
734-3912
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Table 82.40 - 6
1" - 32.0 w.s.f.u~
3/4" - 18.0 w.s.f.u.
1/2" - 7.0 w.s.f.u.
Fixture # Fixtures w.s.f.u. total w.s.f.u.
Ice Maker 1 0.5 0.5
1/2" Hose Bibb 2 3.0 6.0
Kitchen Sink 1 1.5 1.5
Dishwasher 1 1.0 1.0
Automatic Washer 1 1.5 1.5
Toilet 1 2.0 2.0
Lav 1 1.0 1.0
Bathtub. Lav. Toilet 1 4.0 4.0
(". Total 17..5 w.s.f.u.
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WATER CALCULATION WORKSHEET FOR
2 2 3> ALLa~
NAME OF PROJECT
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CALCULATE WATER SERVICE PRESSURE LOSS
6.
Low pressure at main in street or external pressure tank. (value of # 5 above)
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7.
Determine pressure loss due to friction in inch diameter
water service.
(Water service piping material is ilK" c. c f' P G> fl.
Subtract value of "7" 4 ~ ,
subtotal
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8.
Determine pressure loss due to elevation,
(multiply the value of # 2 above by .434)
Subtract value of "8" - c -
9.
Available pressure after the bldg. control valve. (enter in "B" below)
subtotal (. ( 0-" L I
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B.
Value of "B" '-I c;. {I
Subtract value of "C" ~ I S
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Available pressure after the bldg. control valve. (from "9" above)
C.
Pressure loss of water meter (when meter is required)
D.
subtotal ~ c. . 4
Subtract value of "0" lr
Pressure at controlling fixture.
(Controlling fixture is U..r > ('.
subtotal
"2 ~,4
E.
Difference in elevation between the building control valve
and the controlling fixture in feet I t X .434 psi/ft.
Subtract value of "E" (p /1'1
subtotal
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F. Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
(Pressure loss due to
G. Developed length from building control valve to controlling
fixture in feet C:> r-, X 1.5
(Water distribution piping material is
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M Lc/'I'Gfl)
A. Pressure available for uniform loss
SBO -6479 (R11/98)
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Fixture Listing
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Date: April 17, 2003
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Name: P & S PLUMBING
Project: NSFR
Street:
Street: 223 ALLEN AVE
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
1 Lavatory .50 .50 1.00
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
Public Use Fixtures
Hot Cold Total
.00 I .50 I .50
Q Ice Maker
Total Water Supply Fixture Units
5.50
14.50
17.50
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12.5 Gallon per minute demand ofthe building. Predominatly Flush Tank
29.1 Pressure available for uniform loss. For the table use - 30.0
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 21/2 3 4
Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 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 6 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 7.5 0 18 34 62 112 270 484 776 1835
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WATER DISTRIBUTION DATASHEET
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Date: April 17, 2003
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Name: P & S PLUMBING
Project: NSFR
Street:
Street: 223 ALLEN AVE
City:
City:
1. 12.5 Gallon per minute buiding demand, predominatly Flush Tank.
2. 50.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a ~ ft difference in elevation from Main in the Street to the Water Meter.
4a.~ 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 130, inside diameter of .995 and a velocity of 5.2 ft per sec.
4b.~ Lb loss from a 120.0 ft I" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 5.2 ft per sec.
5. 2.3 Lb loss from a 3/4in Meter
6. 41.1 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
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A. ----1!! Pressure available for uniform loss (psi/100 feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. TIS FAUCET
D. ~ Lb loss resulting from a 16.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a WIR SFNR serving the controlling fixture.
F. 90.0 Ft Developed length from the 60.0 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 21/2 3 4
Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 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 6 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 7.5 0 18 34 62 112 270 484 776 1835
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