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WATER DISTRIBUTION DATASHEET
Date: May 25, 2007
Name: Soper Plumbing
Project: NSFR
Street:
Street: 864 Keenville Ln
City:
City: Oshkosh
1. ~ Gallon per minute buiding demand, predominatly Flush Tank.
2. ~ Low pressure at the Main in Street.
3. 1.7 Lb loss from a 4.0 ft difference in elevation from Main in Street to the Water Meter.
- -
4a. 4.8 Lb loss from a 100.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WW A C901 water service from the Main in Street to the Water Meter.
- Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 5.4 ft per sec.
4b.~ No 2nd part water lateral.
5. ~ Lb loss from a 3/4in Meter
6. ~ 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/1 00 feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
c. ~ Pressure needed at the controlling fixture. PB TIS valve
D. ~ Lb loss resulting from a 10.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ---.-.J!. Lb pressure loss due to a no pressure loss devices 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 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 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 6 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 7 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: May 25,2007
Name: Soper Plumbing
Project: NSFR
Street:
Street: 864 Keenville Ln
City:
City: Oshkosh
Non Public Use Fixtures
.
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 112ft diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Hot
Cold
Total
Total Water Supply Fixture Units
8.50
18.00
21.50
14.9 Gallon per minute demand ofthe building. Predominatly Flush Tank
23.6 Pressure available for uniform loss. For the table use - 24.0
Maxirnun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 112 5/8 3/4 1 1 114 1 112 2 2112 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 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 6 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 7 0 17.5 34 60 110 270 480 776 1833
Non Public Use Fixtures
Automatic Clothes Washer 1.00 1.00 1.50
Bar Sink .50 .50 1.00
Bathtub, with or without shower head 1.50 1.50 2.00
Bidet 1.00 1.00 1.50
Dishwashing Machine 1.00 .00 1.00
Glass Filler .00 .50 .50
Hose Bib, 1/2" diameter .00 3.00 3.00
Hose Bib, 3/4" diameter .00 4.00 4.00
Kitchen Sink 1.00 1.00 1.50
Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
Lavatory .50 .50 1.00
Shower, per head 1.00 1.00 1.50
Water Closet, flushometer type .00 6.00 6.00
Water Closet, gravity type flush tank .00 2.00 2.00
Bathtub, lavatory and water closet - FM group 2.00 7.50 8.00
Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
Shower Stall, lavatory and water closet FM - group 1.50 7.00 7.50
Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Hot
Cold
Total
Public Use Fixtures
Automatic Clothes Washer, Individual 2.00 2.00 3.50
Automatic Clothes Washer, large capacity 2.00 2.00 3.50
Bathtub, with or without shower head 2.00 2.00 3.00
Coffeemaker .00 .50 .50
Dishwasher, comercial 2.00 .00 2.00
Drink Dispenser .00 .50 .50
Drinking Fountain .00 .25 .25
Glass Filler .00 .50 .50
Hose Bibb 1/2" diameter .00 3.00 3.00
Hose Bibb, 3/4" diameter .00 4.00 4.00
Ice Maker .00 .50 .50
Lavatory .50 .50 1.00
Shower, per head 2.00 2.00 3.00
Sink, bar and fountain 1.00 1.00 2.00
Sink, barber and shampoo 1.50 1.50 2.00
Sink, cup .00 .50 .50
Sink, flushing rim .00 7.00 7.00
Sink, kitchen and food preparation per faucet 2.00 2.00 3.00
Sink, laboratory 1.00 1.00 1.50
Sink, medical exam and treatment 1.00 1.00 1.50
Sink, service 2.00 2.00 3.00
Sink, surgeon washup 1.50 1.50 2.00
Urinal, syphon jet .00 4.00 4.00
Urinal, washdown .00 2.00 . 2.00
Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00
Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00
Wash Fountain, semicircular LSO 1.50 2.00
Wash Fountain, circular 2.00 2.00 3.00
Water Closet, flushometer .00 7.00 7.00
Water Closet, gravity type flush tank .00 3.00 3.00
Hot
Cold
Total
WATER DISTRIBUTION DATASHEET
Date: May 25, 2007
Name: Soper Plumbing
Project: NSFR
Street:
Street: 864 KeenvilIe Ln
City:
City: Oshkosh
1. 14.9 Gallon per minute buiding demand, predominatIy Flush Tank.
2. 59.0 Low pressure at the Main in Street.
3. 1.7 Lbloss from a 4.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 4.8 Lb loss from a 100.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WW A C901 water service from the Main in Street to the Water Meter.
- Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 5.4 ft per sec.
4b.---.:.Q No 2nd part water lateral.
5. 3.3 Lb loss from a 3/4in Meter
6. 49.1 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
F
A. ~ Pressure available for uniform loss (psi/l 00 feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
c. ~ Pressure needed at the controlling fixture. PB TIS valve
D" -..id 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 no pressure loss devices serving the controlling fixture.
F. 105.0 Ft Developed lerigth 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 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 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 6 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 7 0 17.5 34 60 110 270 480 776 1833
WATER DISTRIBUTION DATASHEET
Date: May 25,2007
Name: Soper Plumbing
Project: NSFR
Street:
Street: 864 KeenviIle Ln
City:
City: Oshkosh
1. 14.9 Gallon per minute buiding demand, predominatIy Flush Tank.
2. 59.0 Low pressure at the Main in Street.
3. 1.7 Lb loss from a 4.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 4.8 Lb loss from a 100.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WWA C901 water service from the Main in Street to the Water Meter.
- Pressure loss detemined using a C value of 150, inside diameter of 1.060 anda velocity of 504ft per sec.
4b.----.-:Q No 2nd part water lateral.
5. 3.3 Lb loss from a 3/4in Meter
6. 49.1 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
F
A.~ Pressure available for uniform loss (psi/I 00 feet ofpipe).
B. ~ Lbs of pressure available at the Water Meter.
c. ~ Pressure needed at the controlling fixture. PB TIS valve
D. ~ Lb loss resulting from a 10.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ---=.!! Lb pressure loss due to a no pressure loss devices 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 Crosslinked Polyethylene (pex) Tubing ASTM F876
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual 1. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
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 4.5 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0
Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0