HomeMy WebLinkAbout0129888-PlumbingWATER DISTRIBUTION DATASHEET
Date: October 21, 2008
Name:
Street:
Project:
Street: 636 Waugoo Ave
City: City: Oshkosh
1. 9.5 Gallon per minute buiding demand, predominatly Flush Tank.
2. 51.0 Low pressure at the Main in the Street.
3. 1.7 Lb loss from a 4.0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 6.8 Lb loss from a 58.0 ft 3/4" Copper Tube Type L ASTM B88 water service from the Main in the Street to the Water Meter.
Pressure loss detemined using a C value of 130 ,inside diameter of .785 and a velocity of 6.3 ft per sec.
4b. .0 No 2nd part water lateral.
5. 1.4 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
F
A. 52 Pressure available for uniform loss (psi/100 feet of pipe).
B. 41.1 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. 2nd floor water closet
D. 6.1 Lb loss resulting from a 14.0 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. 52.5 Ft Developed length from the 35.0 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/Z 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 g g
Maximum Gpm 6.5 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 8 0 17.5 34 60 110 270 480 776 1833
WATER DISTRIBUTION DATASHEET
Date: October 21, 2008
Name:
Street:
City:
1. 9.5 Gallon per minute buiding demand, predominatly Flush Tank.
2. 51.0 Low pressure at the Main in the Street.
3. 1.7 Lb loss from a 4.0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 6.8 Lb loss from a 58.0 ft 3/4" Copper Tube Type L ASTM B88 water service from the Main in the Street to the Water Meter.
Pressure loss detemined using a C value of 130 ,inside diameter of .785 and a velocity of 6.3 ft per sec.
4b. .0 No 2nd part water lateral.
5. 1.4 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 detemuned by using the following formula, then rounding the result up.
A - B- C+D+E x 100
F
A. 52 Pressure available for uniform loss (psi/100 feet of pipe).
B. 41.1 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. 2nd floor water closet
D. 6.1 Lb loss resulting from a 14.0 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. 52.5 Ft Developed length from the 35.0 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 11/4 1 I/2 2 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
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 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
Project:
Street: 636 WaUQ00 Ave
City: Oshkosh
Fixture Listing
Date: October 21, 2008
Name:
Street:
City:
Project:
Street: 636 Wau
City: Oshkosh
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 I.00 1.50
I Dishwashing Machine 1.00 .00 I.00
1 Kitchen Sink 1.00 I.00 1.50
I Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
1 Lavatory .50 .50 1.00
I Water Closet, gravity type flush tank .00 2.00 2.00
I Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
Total Water Supply Fixture Units 6.50 9.00 12.50
9.5 Gallon per minute demand of the building. Predominatly Flush Tank
51.5 Pressure available for uniform loss. For the table use - 52.0
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 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 150 I50 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
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