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~8/21/2008 13:02 FAX
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9202302008
o I NEILL
141001/001
WATER DISTRIBUTION DATASHEET
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Date: August 1 8, 2006
Project: Krier Construction
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... Street: 2~U.!!.1_^ve.!!ue'
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Name: O'NejIJ Entert>rises, Inc.
Street: 522 W. 6th Avenue
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City: Oshkosh. WI 54902
City: Oshkosh WI. 54902
1. 13.1 Gallon per minutc buiding demand. predominatly Flush Tank.
2. 52.0 Low pressure at the Main in Str~et.
3. 1. 7 psi less frOm a 4,0 fI. difH;n:nce:: in elevation from Main in Street to the Watcr Meter.
4a.--1.1 psi loss from a ~ ft I 1/4" PE Tubing CTS ASTM 2737 A WW A C901 water scrvice from the Main in Street to the Water Meter.
Pr~ssure loss dctemincd using a C value of 150, inside diameter of 1.060 and a velocity of 4,8 fiper sec.
4b.----=.Q No 2nd part water lateral.
5, _~ psi loss from a 3/410 Meter
6, 46.0 psi ofprcssurr; fLvailable:: at the Water Meter. This value is entered in (B) below.
The (A) value listed below is dctcnnincd by using the following tormula, then rounding the result up.
A = I3-(C+D+E) x 100
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A. ~ Pressure available for uniform loss (psill 00 feet of pipe).
B. ~ psi of preSSLlre availllble:: at the:: Water Meter.
C. -l.Q.& Pressure needed at the contrQlling tixture.
D. ~ psi loss resulting from n ~~~~ f1 difference in elevlltion from the Water Meter to the controlling tixture.
-E. ~ psi press un: lo~:l due to a no press'ure loss devices serving the controlling fixtllre.
F. -!!& Ft Developed lene,th from the 54.0 it actual length of piping from the Water MetertQ the controlling tixtur~.
MaKimun Allowable load for Coppcr Tube Type M, ASTM B88
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Nominal Size 1/2 5/8 3/4 1 ] ] /4 I 1/2 2 21/2 3 4
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Actual L D. .569 0 .S 11 1.055 1.291 I 1.527 2.009 2.495 2.9&1 3.935
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Value ofC 150 150 150 150 150 150 150 150 150 150
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Velocity in it per sec. 8 8 8 8 8 8 I) 8 8 8
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Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303
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Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 7.5 0 18 34 6~J~_~_12 270 484 776 1835