HomeMy WebLinkAbout2006-Water Distribution Datasheet
WATER DISTRIBUTION DATASBEET
Date: 1/.).. .
Street:
Project: duplex OtIIJOsil.e side with semce
Street: 1/-1::1 12.//,»>.,/ /Ji'2
Nlltne: Midwest
City:
City:
1....-J,g Gallon per minute buidWg demand, predominatly Flush Tank
2. ~ Low pressure at the Main in Street.
3. ----& psi loss from a,! it difference in elevation ftom Main in Street to the Water Meter.
4a.-2:! psi IMS from a ~ ft I" Copper Tube Type K ASTM B88 water service from the Main in Street to the Water Meter.
Pressure I... detemined usmg a C value of I SO , ÏDSide di.ame!et of _995 and a velocity of 6.3 ft per sec.
4b. ----..J! No 2nd part water lateral.
5.....,.M psi]oss from a 314in Meter
6. ---ÆZ:! psi of pressure available at the Water Meter. This value is entered in (B) below-
The (A) value listed below is dete¡mined by using the following fon:nl1Ia, then rounding the result up.
A~ B-<c+rE) ,,100
A. -11 Pressure available for uniform loss (psiliOO fcct of pipe).
B. --lli . psi of pressure available at the Water Meter-
C. 20.0 Pressure needed at the controlling fixture. bathtub
D. ~ psi loss resulting ITem a 13.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ----.J! psi preSaure loss due to . no pressure loss device.. serving the oontrolling fixture.
F. -E!i Ft Developed length fieom the 45.0 it actu.at length ofpipmg fieom tho Water Meter to the controlling fixture.
, "
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nonúnal Size 1/2 518 314 I 1114 11/2 2 2]/2 3 4
Actnall D. .569 0 .811 1.055 1.291 1.527 2_009 2.495 2.981 3-935
Value ofC ISO ISO 150 150 150 ]SO 150 ]50 ]50 150
Velocity in ft per sec. 8 g 8 8 S 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum PM WSFU 0 0 4.5 7 17 39 144 374 731 ]835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835
WATER DISTRIBUTION DATASBEET
Date:, .Ao/~r.
Name: Midwest
project: duplex owosite side with semce
Street:
Street:
t/J;J
i.4 k/..,.../ ,Pi/!.
City:
City:
I. ~ GallonpermiDutc bui.nng demand, prednminatlyFlush Tank.
2- ~ Low ~ at the Main m the Street.
3. ----& psi loss from, a ~ ft difference in elevation fìom Main in the Street to the Water Meter.
40. 3.4 psi loss from a 50.0 ft I" Copper Tube Type K ASTMBS8 water service from the Maffi in the Street to the Water Meter.'
- Pressure loss deieiñined using a C valne of 150 , iDside diameter of .995 and a velocity of 6.3 it per sec.
4b.----.J! No 2nd part water lateral.
s. ~ psi loss from a 3'4i1l Meter
6. ---ÆZ:! psi of pressure available at the Water Meter. This vaiue is entered m (B) boIow.
The (A) value listed below is detennined by using the following fommla, then rounding the res11lt up.
A - B..(C+D+E) " 100
- F
A-. -11 PresSure available for uniform loss (psill00 feet of pipe).
B..--27,l psi of pressure available at the Water Meter.
c- 20.0 Pressure needed at the controlling fixture. bathtub
D- -M psi loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlJing fix:t\u'e.
E. ~ psi pressure loss _due to R no pressure loss deviccs serving the controlling tbrtore.
F. ~ Ft Developed length fi'Otn the 45.0 ft actual length of piping from the Water Meter to the eontrolling fu1ure-
MRlCimun Allowable load for Crosslinked Polyethylene (Pox) TubinS AS1M F876
NomiDaI Size 1/2 5'8 3'4 I 11/4 11/2 2 21/2 3 4
Actual 1 D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
Value orc 150 150 150 150 150 150 ISO 150 150 150
Velocity m ft per sec- g 8 8 8 8 8 8 8 8 8
Maximum Gpm 3.5 5_5 8.5 14.5 21.5 30 51 0 0 0
Maximum PM WSFU 0 0 0 4.5 7 14 53 0 0 0
Maximum IT WSFU 3_5 6.5 11 20.5 34 55 135 0 0 0
. .
Fixture Listing.
Date:' :;).),
.--.-" ,"'.""
Project: duplex owosite side with service
Nlltne: Midwest
Street:
¥],¿ ~.M'P/""¡,tJ"
S1reet:
citÝ:
City:
Non Public Use Fixtures
Hot
Cold
Total
I Automo.tie Clothes Washer 1.00 1.00 1,.S0
I Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 112" diameter .00 6.00 6.00
I Kitchen Sink 1.00 1.00 1-50
2 Bathtnb, lavatory and - closet.. FT group 4.00 7.00 8_00
I Shower Stall, lavatory and water closet FT - groap 1-50 3.00 3.50
Public Use Fixtures
Q loe Maker
Hot Cold
.00 I .50 I
Total
.SO I
Total Water Supply Fixture Units
8_50
22_00
18.50
15.2 Gallon per minute demand of the building. Predominatly F1ush Tank
16.9 Pressure available for unifornJ.!oss- For the table USe.. 17.0
Maxbnnn Allowable lORd for Crosslinked Polyetbylenc (pex) Tubing ASTM FS'76
NomJnal Size 112 5'8 3/4 I I 114 I 112 2 21/2 3 4
Actnall D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
Value ofC 150 150 150 150 150 150 ISO 150 150 150
VeJoeity in it per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 3.5 5.5 8.5 14.5 2LS 30 51 0 0 0
Maximum PM WSFU 0 0 0 4.5 7 14 53 0 0 0
Maximum FT WSFU 3.5 6.5 11 20.5 34 55 135 0 0 0