HomeMy WebLinkAbout0076513-Plumbing (interior)CITY OF OSHKOSH No 0076513
OSHKOSH
ON THE WATER
Job Address 500 GOLDEN IRIS DR
Contractor P&S PLUMBING
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Use/Nature
of Work
Size Material Type # Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
Valuation $5,600.00 Plan Approval $0.00 Permit Fees $72.00
Issued By ~ C.~ Date 04/17/2000
Permit Voided
In the pertormance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature -~,~~ .~ fJ0 ''''~ l' ~ S ~ Date t
Agent/Owner
Address PO BOX 2153 APPLETON WI 54913 - 0000 Telephone Number 734-3912
PLUMBING PERMIT -APPLICATION AND RECORD
Owner DEWEY HOMES
Category 410 -Residential-Interior
Create Date 02/16/2000
Plan
1 Shower 2 EjectoNGrind Dip Well F Prep Sink Gar Drain
_ Floor Drain 1 Water Softner Drink Ftn Serv Sink Soda Disp
3 Lndry Tray Local Waste 1 Wait. St. Shamp Sink Coffee Maker
3 Lndry Stndp 2 Clothes Wshr Ice Chest FINWst Sink Int Grease Trap
1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap
_ Dishwasher 1 Beer Tap Sculry Sink Wash Ftn
1 Sump Pump 1 Dent. Oper. Hand Sink Urinal
_ Classrm Sink Lab Sink Plaster Sink Standp Rec
_ Breaknn Sink Sterilizer Surgeons Sink Ice Maker
NSFR
Plumbing Permit Work Card
Job Address 500 GOLDEN IRIS DR Permit Number 0076513
Owner DEWEY HOMES Contractor P&S PLUMBING
Category 410 -Residential-Interior Plan
htub ~ 1 Shower / / 2 Ejector/Grind Dip Well
Whirlpool Floor Drain ~ 1 Water Softner Drink Ftn
Lavatory ~ I ~ 3 Lndry Tray Local Waste / 1 Wait. St.
Toilet / f 13 Lndry Stndp / l2 Clothes Wshr Ice Chest
Res. Sink ~ Disposal jt 1 Bidet Exam Sink
Bar Sink Dishwasher ~ Beer Tap Sculry Sink
Water Heater (1 Sump Pump / 1 Dent. Oper. Hand Sink
Site Drain Classrm Sink Lab Sink Plaster Sink
Roof Drain Breakrm Sink Sterilizer Surgeons Sink
Use/Nature
of Work
Inspector
Value $5,600.00
Gar Drain
_ Soda Disp
_ Coffee Maker
_ Int Grease Trap
Ext Grease Trap
Sanitary Sewer
F Prep Sink
Serv Sink
Shamp Sink
Flr/Wst Sink
Catch Basin
Wash Ftn
Urinal
Standp Rec
Ice Maker
~ ~/~a/°~
Storm Sewer ~ ~ ~-
~~~
.,ester Service
Date 00/00/0000 Type
Approved
Size Material Type # Conn.Type
Create Date 02/16/2000
WATER CALCULATION WORKSHEET FOR ~ U O G riG. p ~ it, ! 1Z ! S
NAME OF PROJECT
_.
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1. Demand of building in building in gallons perminute. WSFU's Z 5 ~ 5 _ (GPM) 1 '7
2. Difference in elevation from main or extemal pressure tank to building control valve. (feet) ~
3. Size of water meter (when meter is required) 5/8" ~, 3f4" /L, 1" _, 1-1/2" _, 2" ~ larger size
4. Developed Length from main or external pressure tank to building control valve. (feet) ~
5. Low pressure at main in street or external pressure tank. {psi} S d
CALCULATE WATER SERVICE PRESSURE LOSS
6. Low pressure at main in street or external pressure tank. (value of # 5 above) S O
7. Determine pressure loss due to friction in ~_inch diameter
water service. Subtract value of "7" ! Q. l2
(Water service piping material is "L" co y P c3 R )
subtotal '3~1 ~ 8'Y
8. Determine pressure loss due to elevation,
(multiply the value of # 2 above by .434) Subtract value of "8" 3 .~
9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal 3 G . `i/
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B. Available pressure after the bldg. control valve. (from "9" above)
C. Pressure loss of water meter (when meter is required)
D. Pressure at controlling fixture.
(Controlling fixture is ~'-' ~ ~
E. Difference in elevation between the building control valve
and the controlling fixture in feet ~ X .434 psi/ft.
F. Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
(Pressure loss due to
G. Develgped length from building control valve to controlling
fixture in feet '1 a X 1.5
(Water distribution piping material is "H c c P P ~3R )
A. Pressure available for uniform loss
SBD -6479 (R11/96)
Value of "B" `~ G . ~i 1
Subtract value of "C" i t . a
subtotal 3 7, ~i~
Subtract value of "D" ~
subtotal. 2 Li , ~i t
Subtract value of "E" 3 ,`/~
subtotal 2 a , ~ y
Subtract value of "F" - o -
subtotal 2 0 , ~ ~/
Divide by value of "G" 1 o S~
subtotal t 9 9
Multiply by 100
«A„ _ ~ ~ 9
WATER DISTRIBUTION DATASHEET
Date: April 18, 2000
Name: P & S PLUMBING Project:
Street:
City:
Street: 500 GOLDEN IRIS
City:
1. 17.3 Gallon per minute buiding demand, predominatly Flush Tank.
2. 50.0 Low pressure at the Main in Street.
3. 3.5 Lb loss from a 8.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 10.3 Lb loss from a 92.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the Water Meter.
Pressure loss detemin~d using a C value of 130 ,inside diameter of .995 and a velocity of 7.1 ft per sec.
4b. .0 No 2nd part water lateral.
5. 4.5 Lb loss from a 3/4in Meter
6. 31.7 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. 20 Pressure available for uniform loss (psi/100 feet of pipe).
B. 31.7 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture.
D. 3.5 Lb loss resulting from a 8.0 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. 105.0 Ft Developed length from the 70.0 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 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum A'T' WSFU 6.5 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: April 18, 2000
Name: P & S PLUMBING
Street:
City:
Project: NSFR
Street: 500 GOLDEN IRIS
City:
Non Public Use Fixtures
Hot Cold Total
2 Automatic Clothes Washer 2.00 2.00 3.00
1 Dishwashing Machine 1.00 .00 1.00
3 Hose Bib, 1/2" diameter .00 9.00 9.00
1 Kitchen Sink 1.00 1.00 1.50
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
Total Water Supply Fixture Units
17.3 Gallon per minute demand of the building. Predominatly Flush Tank
19.3 Pressure available for uniform loss. For the table use - 20.0
9.00 21.50 25.50
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 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 6.5 0 17.5 34 60 110 270 480 776 1833