HomeMy WebLinkAbout2005-Water Distribution Datasheet
10/25/2005 23:09
920-733-2713
WATTERS PLUMBING
PAGE 02/09
,
WATER DISTRIBUTION DATASHEET
])ate: October 26, Z005
Name:
,1A :r1.w.. s r
Project:
Street
/or.../ J$u..-tl/",,,, Dl.I.j'ley
\J
'I 5'0 ~ 'Ill,).. W'fld e, 4Jocrl.
Street
City:
City:
1. ~ Gallon per minute buiding demand, predominatly Flush Tank.
2. 46.0 Low pressure at tlic Main in Sm:e!.
3. .9 psi loss from a ~ ft diffecence in elevation from Main in Street to the Building Control Vatve.
4a.----!d psi loss from a ~ft2" PE Tubing CIS ASTM 2737 AWWA C901 warer service from the Main in Street to the Building Control Val>
Pressure loss detemined using a C value of 150, inside diameta of 1.624 and a velocity of 4.1 ft per sec.
4b. ~ No 2nd part water latenlI.
5. .0 No water meter.
6.. 43.9 psi of pressure available at the BuildIDg Control Valve. 111is value is entered. in (B) below,
The (A) value listed. below is determified by using the following formula, then rounding the result up.
A = B..(C+D+E) x 100
F
A ~ Pressure available for uniform lass (psiJIOO feet of pipe).
B. . 43.9 psi of pressure available at the Building Control Valve,
,c. ~ Pressure needed at the controlling fi'>l.'nU'e.
D. ~ psi loss resulting from a 0 CJ 0 0 0 ft difference in elevation from the Boilding Control Valve Ie the controlling fixture.
E. ~ psi pressure loss doe to a rio pres.sure los. devices serving the controlling flXtllte.
F. ~ Ft Developed 1cngth from the 00000 ft actual length of piping from the Building Control Valve to the controllin2 m..lure.
MOOmun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size IIZ 5/8 3/4 I I 1/4 11/2 z' 2112 3 4
Actual I. D. .569 0 .SI1 1.055 1.291 1.527 Z.009 2.495 2.981 3.935
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in tt 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 17 39 144 374 731 1835
Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835
10/25/2005 23: 09
920-733-2713
WATTERS PLUMBING
PAGE 03/09
Fixture Listing
Date October 26, ZO05
Name, NIl' cJ.-w'e,. "t
Street
Project' í." i",,(' ßt.tfï£ t"nf¡ D"'-ple.)(
Street: 'Ii>O.¡.. ¥g>';¡ W/fd"---",,,r:'>oJ..
City:
City:
Non Public Use Fixtures
2 AutomAtiC Clothes WSßhcr 2.00 2.00 3.00
Z DishwasmngMacmne 2.00 .00 2.00
4 Hose Bib, 1/2" diameter .00 12.00 12.00
Z Kitchen Sink 2.00 2.00 3.00
I laundry Tray, 1 or 2 eomp&1:rnent 1.00 1.00 1.50
4 Bathtub, lavatory and water closet - FT ¡;L'011p 8.00 14.00 16.00
2 Shower Stall, lavatory and wetOt closet FT - group 3.00 6.00 7.00
Hot
Cold
Tota!
Public Use Fixtures
Hat Cold
.00 I 1.00 I
Total
1.00 I
G lee Maker
Total Water Supply FL'<tIJ3;e Units
),8.00
38.0Ò
45.50
26.2 GaJ]on per minUte demand ofthc buildIDg. Predoro;1Jatly Flush Tank
99.0 Pressure available for lllriform loss. For the table use - 99.0
MaximIll1 Allowable load for Copper Tube Type M, ASTM B88
Nominal SÌ7..e 1IZ 5/S 314 1 1114 11/2 2 2112 3 4
A~f:u:¡jlD. .569 0 .811 1.055 1.291 1.527 Z,009 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 150 150 150 ISO
Velocity in ft per see. . 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6 0 12.5 21.5 3Z 45 79 IZI 174 303
MaximllI1l FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum IT WSFU 7.5 0 18 34 62 112 270 484 776 1835