HomeMy WebLinkAbout0132699-PlumbingV!VATER DISTR[BUTI4N DATASHEET
Date: September 8, 2t3U8
Name: d'Neill Enterprises, Inc.
Street: 5.22 W. 6th Avenue
City: Qshkosh, W[ 5490?
Project: Johns Automotive
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34
Strttei: ~ I Main St
City: Gshkosh
1. 32.2 Gallon per minute boding demand, predominatly I» lushameter.
2. 56.0 Low pressure at the Main in the Street:
3. 3.5 psi loss from a 8.0 tt ditl'erence in elevation from Main in the Street to the Water Meter.
4a. 19.0 psi lass from a 70.0 ft 1" Capper Tube Type K ASTM B88 water service from the Main in the Street to the Water Meter.
Pressure Coss detemined using. a C valueof 150 ,inside diameter of .995 and a velocity of 13.3 ft per sec.
4b. .0 1"~0 2nd part water lateral.
5. 15.6 psi loss from a 3/4in Meter
6. 1..8,0 psi of pressure available at the Water Meter. This value is entered in (B} bclaw.
Thee{A} value listed below is determ-nee} by using the following formula, then raundint; the result. up.
A = B- 'C+U+P, x 100
P
A. 22 Pressure available for unifartn loss (psU140 feat of pipe).
B. _ 18.0 psi of pressure available at the Water Meter,
C. $.U Pressure needed at the contralling fixture.
D~ .4 psi loss resuttin~ tram a 1.0 fl di fference in elevation from the Water Meter to the cgntrol ling fixture.
E. .0 psi pressure loss due to a serving the controlling. fixture,
F, 45.0 Ft Developed length from the 30.4 ft actual length. of piping from the Water itiicter to the eantralling fixture.
Maximun Allowable .load for Capper Tube Type M, ASTM B88
_... -
1v`ominalSize 112 5,'8 3/4 11114... llit 2 21?2 3 4
~__ _-
_, -
Aciual 1, I7.
.369
._
EI --
.811
I.055
.1.241 --
1 ~2~ ;
2.44
2,495
2.9$1.
3.935
Value ai C 150 150 150 150 1.50 150 154. 150 150 I50~
Velocity in ft per sec. $
. 8
_ .~ 8 8 8 8 8 8 8 8
Maximum Gpm 5 0 12.5 21.5 32 4S 79 121 174 303
Maximum FM WSFU 0 0 I 4.3 7 17 39 144 374 731 1335
Maximum FT WSI~U ~ 7.5 0 18 34 62 4 112 274 484 '776 1835'.