HomeMy WebLinkAbout2006-Water Distribution Datasheet
WATER DISTRIBUTION DATASBEET
Date: .~/;,It,-..-
street:
Project: du )lcx side with service
Street: tJj(} lV¡j~,,",/ //n
City:
Nome: Midwest
. City:
I. ~ Gallon per mmutc buicling demand, predominatly Flush Tank
2. ~ Low pressure at the Mañ1 in the Street.
3. ---:! No water service.
4a. --:2 No water l/iltcral.
4b.--:2 N02ndpa\1:wetcr]ateral.
5. ~ psi 10.. ftom a 314m Meter
6. ~ psi ofprcssurc avail.ble at the Water M/iltcr. This value is entered in (B) below.
The (A) value listed below is determined by USUlg the following formula, then roU11ding the re!IUlt np.
A~ B-(C+D+E) X 100
F
A. ---1! Pressure available for uniform loss (psillOO feet of pipe).
B. ~ psi ofpressnre available at the Water Meter.
. C. 20.0 Pressure needed at the eontrolling fixture. bathtub
D. ~ psi loss resn1ting from a!t!! f\ difference in elevation from the Water Meter to the controlling f1X1:Ure.
E. ~ psi' pressure IMS due to a no pressure loss deviees servù1g the eontrolling fixture.
F. ~ Ft Developed length from the §!M!. f\ actnallength of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
NomiI1al Size 1/2 5/8 3/4 I 1114 1112 2 2112 3 4
ActnaI I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
ValueofC 150 ISO ISO ISO ISO ISO ISO ISO ISO ISO
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
MIOOmum Gpm 5.5 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 :IT wsro 6.5 0 18 34 62 112 270 484 776 1835
WATER DISTR1ØUTION DATASHEET
Date: ?A.)^ .
Street:
City:
Project: dn )lex side with service
Street: t/;jb ~,i¿ k",,/'.c?rt
City:
Name: Midwest
1. ~ Gallon per minute buicling demond, prcdominat!y Flush Tank.
2. ~ Low pressure at the Main. in the Street.
3. ---:!! No wetcr servìce.
4a.-----,,! No'.Iatera1.
4b.--:2 No2ndpartWllterlatera1.
5. ~ psi loss from a 3141n Meter
6..----ÆM. psi ofpressuœ available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, men rounding the result up.
A~ B-(C+~E) X 100
A. ---1! Pressure available far urùform loss (psi/IOO feet ofpípe).
E. ~ psi of pressure available at the Water M/iltcr.
C. 20.0 Pressure needed at tne, eontrolIing fixture. bathtub
D. ~ psi loss xesulting from a 13.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ~ psi preS!lU!'O loss due to a no pressure loss devic.. serving the controlling fixture.
F. ~ Ft Developed length ftom me 60.0 ft actual length of piping from. the Water M/iltcr to me eontrolling fiJ<tute.
Maxim"". Allowable load for Crosslinked Polyethylene (Pcx) Tubing AS1M F876
Nommal S;,;e 112 518 314 I 1114 1112 2 2112 3 4
Aetna!lD. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
ValueofC ISO 150 150 ISO 150 150 150 150 150 150
Velocity in ft per sec. 8 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 S3 0 0 0
Maximum FT WSFU 3.5 6.5 11 20.5 34 55 135 0 0 0
Fixture Listing
Date: -M~
. -,.. , -,
Street:
Project: duplex side with service
Street: t/Jð ¡¡1M w"/ ¡/},'l.
Name: Midwest
City:
City:
Non Public Use Fixtures
I Automatie Clothes Washer 1.00 1.00 1.50
I Dishwasbing Maebine 1.00 .00 1.00
2 HoseBib, 112" diameter .00 6,00 6.00
I Kitchen Sink 1.00 1.00 1.50
2 Bathtub, lavatory and water closet - FT group 4,00 7.00 8.00
I Shower Stoll, lavatory and water closet FT - group 1.50 3,00 3.50
Hot
Cold
Total
Public Use Fixtures
Hot Cold
.00 I .50 I
Total
.50 I
Q Ice Maker
Total Water Supply Fixture units
8.50
18.50
22.00
15.2 Gallon per minute demand of the building. Predorninatly Flnsh Tank
16.4 Pressure available for unifo¡m loss. For the table use -'17.0
Ma~lmun Allowable load for Copper Tube TYPE !IF, ,l\.STM BSS
Noroinal Size 1/2 518 314 I 1114 11/2 2 21/2 3 4
Actwd I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
ValueofC 150 150 150 150 150 150 150 150 ISO ISO
Velocity in £t per sec. 8 8 8 8 8 S 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
MaximumFM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835