HomeMy WebLinkAbout0099645-PlumbingOSHKOSH
ON THE WATER
Job Address 1324 BISMARCK AVE
Contractor JNL PLUMBING
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
No 99645
Owner JAMES R SUMRALL Create Date 01/30/2003
Category 410 - Residential-Interior Plan
Shower 0 Ejector/Grind 0 DipWell 0 F PrepSink 0 Gar Drain
Floor Drain 0 WaterSoftner 0 Drink Ftn 0 Serv Sink 0 Soda Disp
LndryTray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker
Lndry Stndp 0 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap
Disposal 0 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap __
Dishwasher 0 BeerTap 0 SculrySink 0 Wash Ftn 0
Sump Pump 0 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 0
Use/Nature
of Work
BATH REMODEL LATE FEE
Valuation
Issued By
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
$1,500.00 Plan Approval $0.00 Permit Fees $120.00
Date
01/31/2003
[] Permit Voided
In the performance~work, I agree to pc, dorm all work pursuant to rules governing the described construction.
Signature U~ ~ ~_~'~~ Date
( Agent/Owner
Address 1570 N OAKWOOD RD Oshkosh WI 54904 - 0000 Telephone Number
233-2661
(U)
OSHKOSH
ON THE WATER
6'
WATER CALCULATION WORKSHEET
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CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
Low pressure at main in street or external pressure tank.(value of # 5 above)
Determine pressure loss due to' friction in '} l'f inch diameter
water service. Subtract value of "7"
subtotal
8.
Determine pressure loss due to elevation,
(multiply the value of # 2 above by .434)
. Subtract value of "8"
subtotal
,Ii
Lj>;~
9.
Available pressure' after the bldg. control valve. (enter in "6" below)
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") .
B.
C.
Available pressure after the bldg. control valve. (from "g" above)
Value of "6" - 4:'S7'b
Pressure loss of water meter (when meter is required)
Subtract value of "C"
"j. B
1f/8
D.
Pressure at controlling fixture.
subtotal
E.
Difference in elevation between the building control valve
and the controlling fixture in feet r D X.434 psi/ft.
Subtract value of "E"
L(,3
/7>
subtotal
F.
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
Subtract value of liF"
subtotal
p
F?r
.G.
Developed lengttl from building control valve to controlling
fixture in feet~;;1;:.,." X 1.5
Divide by value of "G"
subtotal
~\
,2/
Multiply by
100
~J>
A.
Pressure available for uniform loss
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WATER DISTRIBUTION DATASHEET
~ ~
Date: February 6, 2003
Project:
..~
)
Name: G ADAMS PLBG
Street: Street: 1324 BISMARCK AVE
City: City:
1. 12.5 Gallon per minute buiding demand, predominatly Flush Tank.
2. 54.0 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.~ Lb loss from a 15.0 ft 3/4" 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 .745 and a velocity of 9.2 ft per sec.
4b.~ Lb loss from a 47.0 ft 3/4" 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 .745 and a velocity of 9.2 ft per sec.
5. 5.9 Lb loss from a 5/8in Meter
6. 36.2 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. ~ Pressure available for uniform loss (psi/lOO 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 10.0 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. 81.0 Ft Developed length from the 54.0 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 11/4 1 1/2 2 21/2 3 4
Actual I. 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 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 Il2 270 484 776 1835
~
j
~
Fixture Listing
J
..., ~
Date: February 6, 2003
Project:
)
Name: G ADAMS PLBG
Street:
Street: 1324 BISMARCK 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
o
J
12.5 Gallon per minute demand of the building. Predominatly Flush Tank
14.7 Pressure available for uniform loss. For the table use - 15.0
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 I. D. .569 0 .8Il 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 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 Il2 270 484 776 1835
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