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02/27/2007 12:47 FAX 19202302008
ONEILL ENTERPRISES
I4J 002/002
WATER DISTRIBUTION DATASHEET
Date: February 1,2001
Name: O'Neill Enterprises, Inc.
Project: Mike Zessin
Street: 522w6th St
Street; 1821 Ohio Street
City: Oshkosh
City: Oshkosh, WI 54902
1. 15.2 Gallein perminute buiding demand, predominatly Flush Tank.
2. 56.0 Low pressure at the Main in the Street.
3. 1.'7' psi loss from a 4.0 ft difference in elevation from Main in the Street to the Water Meter.
4a. ~ psi loss from a 48.0 ft 1" 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 150, inside'diameter of 1.025 and a velocity of 5.9 ft per sec.
4b.-----.& No 2nd part water lateral.
5. 3.5 psi loss from a 3/4in Meter
6. 48.0 psiofpressure 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. ~ psi of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture.
D. ~ psi loss resulting'from a 14.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ~ psi pressure loss due to a serving the controlling fixture.
F. ~ Pt Developed length from the 62.0 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 1/2 2 21/2 3 4
Actual 1. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
Value eifC 150 150 150 ISO 150 ISO ISO 150 150 150
Velocity in ft per seC. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 6 8.5 14.5 21.5 30 51 0 0 0
Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0
Maximum FT WSFU 4 7.5 11 20.5 34 55 135 0 0 0