HomeMy WebLinkAbout2006-Water Distribution Datasheet
WATERDISTIUBUTION DATASHEET
Date: ;It~¡'. .
Name: Midwest
Project: duplex o¡>pos;te side with service
Street:
Street:
City:
j.{:J
~~ /J, ""../ t2¡t
City:
1. ~ Ga11on per nrlnute buiding demand. predonrlnatly Flush Tank.
2. ~ Low pressure at the Mam in Street
3. ----..!! psi loss from a:!!. it dll'ferenœ in elevation from Mam in Street to the Water Meter.
4a. --.!i psi loss from a &.!! ft I" Copper Tube Type K AS'IM B88 water service ftom the Main in Street to the Water Meter.
Pre"""", loss deternined using a C valne of 50 , inside diameter of. 995 and a velocity of 6.3 ft per sec.
4b.---:!!. No 2nd part W9Ier lateral.
S.~ psi loss froma3/4m Meter
6. ---274 psi ofpressure available at the Water Meter. 11ris value is entered in (B) below.
The (A) value listed below is detemúIJed by usiD¡¡ the fonowing formula, then rouod;~ the result up.
A= B.(C+rE) X 100
A ---11 Pressure available for uniform loss {psi/lOa fèet of pipe).
B. 37.1.psi ofpressure available at the Water Meter.
C. ~ Pre:!¡mre needed at the controlling fixture. bathtub
D. ---M psi loss resulting from a 13.0 ft difference in c:levation from the Water Meter to the controlling fixture.
E. ---:.!! psi pressure loss dne to a no P¡CSsuI'Ç loss devices serving the controlling fixture.
F. ~ Ft])eve¡oped length from the 45.0 ft actIIallcngth ofpîpjng from the Water Meter to the controlling fixture.
Maxim\ll1 Allowable load for Copper Tube Type M, AS1M B88
Nominal Size 1/2 5/8 3/4 1 1114 11/2 2 21/2 3 4
Actual 1 D. .569 0 .811 1.055 1.29l 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 ISO ISO ISO 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 ,8
Maximum Gpm 5.5 a 12.5 21.5 32 45 79 121 174 303
Maximum FM wsro 0 a 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835
WATER DISTRIBUTION DA TASBEET
Date:. :þ ¡.,
Name: Midwe.<I:
Project: du~l"" owosite side with service
, Str<et:
Street:
11'; AJ,M"".t/
City;
City:
1. ~ Gallon per nrlnute buiding demand, predominatly Flush Tank,
2. ~ Lowpressurc at the Mam in the Street.
3. ----..!! psi loss from a &tt difference in elevation frotnMam in the Street to the Water Meter,
4a. 3.4 psi loss from a 50.0 ft I" Copper Tube Type K AS'IM 13SS water service ftoro the Main in the Street to the Water Meter,
- Pressure loss deterained using a C value of 150. inside diameter of . 995 and a ve10city of 6.3 t1: per ~ec. .
4b.----:!! No2ndpartws.terlatml.
5. ~ psi loss /rom a 3/4;n Meter
6. ---1Z! psi of pressure available at the Water Meter. Thi$ value is entered in (8) below.
The (A) value listed below is determined by u~ the following fonnuIa, then rounding the rœu1t up.
A = B.(C+D+E) x 100
F
A. ---11 ~ avaùable for uniform loss (psi/IOO feet ofpipc).
B. 37.1 psi ofpressure availabloat the Water Mcter.
c. ~ Pre= needed at the controlling fixture. bsthtub
D. ---M psi loss resulting from a y:!!. ft dll'ference in elevation from the Water Meter to the eoatrolJ.in¡; fixture.
E. ~ psi pressare loss d\1O to a no pressure loss devices serving the """trolling fixture.
F- -E.:á FtDevclopcd length from the 45.0 fl:actuallength ofpiping from the Water Meter to the controlling fixture.
Maximun Allowab1e loacl for Crosslinked Polyethylene (Pox) Tubing AS1M F876
NÒntina1 size 1/2 5/8 3/4 I 11/4 11/2 2 21/2 3 4
Actua11. D. .475 .574 .671 .862 1.054 1.244 1.629 a a 0
Value ofC 150 150 150 150 ISO 150 150 150 ISO 150
Velocity in ft per sec. 8 8 8 ß ß ß g 8 8 S
MmdmuIn Qpm 3.5 5.5 8_5 14.5 21.5 30 51 0 a 0
Maximum FM wsro 0 a 0 4.5 7 14 53 a 0 0
Maximum FT WSFU 3.5 6.5 11 20.5 34 55 135 a a 0
Fixture Listing
Date:' ;¡;,/.,
....-.-.-.....-.
!'roject duplex o¡>posite side with service
Name: Midwest
Street:
J 1f .; tJ~ it """,/ .011
Street:
City;
City:
Non Public Use Fixtures
Hot
Cold
Total
.
1 Automatic Clothes W as1w 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
2 HcseBib, 1/2" diamctc:r .00 6.00 6.00
I Kì1cl1cn Sink 1.00 1.00 1.50
2 Bathtub, lavatory and water closet. FT group 4.00 7_00 8.00
I Shower Stall, lavatory and water closet IT . group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold
.00 I .50 I
.50 I
Tom!
Q Ice MoJœr
Total Water Supply Fixture Units
8.50
22.00
18.50
15.2 Gallon per nrlnutc demand ofth. bnUding. Prcdominatly Flush Tsmk
16.9 Pressure available foruniíonn loss. Forth. table use - 17.0
Møximon ADowRble loRd for Crosslinked Polyethylene (per) Tobing ASTM. F876
Nominal Size 1/2 5/8 3/4 I 1114 1 1/2 2 21/2 3 4
Actua11 D. .475 .574 .671 .862 1.054 1.244 1.629 a 0 a
Value ofC 150 150 ISO ISO 150 150 150 150 150 150
Velocity in It per see, 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 3.5 5.5 8.5 14.5 21.5 30 51 a 0 a
Maximum FM WSFU 0 0 a 4.5 7 14 53 a a a
M!OOm\ll1l FT wsro 3.5 6.5 11 20.5 34 55 135 a a 0