HomeMy WebLinkAboutWater distribution datasheet
03/15/2007 09:11 FAX 19202302008
, .
ONEILL ENTERPRISES
1410021003
WATER DISTRIBUTION DAT ASHEET
Date: March 15,2007
Name: O'Neill Enterprises, Inc.
Project: Enterprise Rental Car
"street: 'I<fO'KoefletStreet' '"
Street: 522w 6th St
City: Oshkosh, WI 54902
City: Oshkosh WI. 54902
1. 13.9 Gallon per minute buiding demand, predominatly Flush Tank.
2. 50.0 Low pressure at the Main in Street.
3. 4.8 psi loss from a 11.0 fl difference in elevation from Main in Street to the Building Control Valve.
4a~ psi loss from a 78.0 fl2" Copper Tube Type L ASTM B88 water service from the Main in Street to the curb stop.
Pressure loss detemined using a C value of 150, inside diameter of 1. 985 and a velocity of 1.4 ft per sec.
4b. 6.8 psi loss from a 60.0 ft 1" PEX Tubing ASTM F876 water service from the curb stop to the Building Control Valve.
- Pressure loss detemined using a C value of 150, inside diameter of .862 and a velocity of' 7.6 fl per sec.
5. .0 No water meter.
6. 38.2 psi of pressure available at the Building Control Valve. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula. then rounding the result up.
A = B-(C+D+E) x 100
F
A. ~ Pressure available for uniform loss (psi/I 00 feet of pipe).
B. ~ psi of pressure available at the Building Control Valve.
C. ---.-!!! Pressure needed at the controlling fixture.
D. ~ psi loss resulting from a 2.0 fl difference in elevation from the Building Control Valve to. the controlling fixture.
E. -----:!! psi pressure loss due to a no pressure loss devices serving the controlling fixture.
F. ~ Ft Developed length from the 62.0 ft actual length of piping from the Building Control Valve to the controlling fixture.
Maxi~un Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual I. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
Value ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 6 8.5 14.5 21.5 30 "51 0 0 0
. Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0
Maximum FT WSFU 4 7.5 11 20.5 34 55 135 0 0 0
03/15/2007 09:11 FAX 19202302008
ONEILL ENTERPRISES
, 141 003/003
,.
WATER DISTRIBUTION DATASHEET
Date: March 15,2007
Name: O'Neill Enterprises, Inc.
Street: 522w 6th St
Project: Enterprise Rental Car
Street 140 Koeller Street
City: Oshkosh, WI 54902
City: Oshkosh WI. 54902
1. 13.9 Gallon per minute buidingdemand, predominatly Flush Tanle
2. 50.0 Low pressure at the Main in Street.
3. 4.8 psi loss from a H.O ft difference in elevation from Main in Street to the Building Control Valve.
4a.~ psi loss from a 78.0 ft 2" Copper Tube Type L ASTM B88 water service froni the Main in Street to the curb stop.
Pressure loss detemined using a C value of 150, inside diameter of 1. 985 and a velocity of 1.4 ft 'per sec.
4b.~ psi loss from a 60.0ft 1" PEX Tubing ASTM F876 water service from the curb stop to the Building Control Valve.
Pressure loss detemined using a C value of 150, inside diameter of .862 and a velocity of 7.6 ft per sec.
5. .0 No water meter.
6. 38.2 psi of pressure available at the Building Control Valve. This value is entered in (B) below.
The (A) value listed below is determined by usiilg the following formula. then rounding the result up.
A = B.(C+D+E>x 100
F '
A. ~ Pressure available for uniform loss (psi/IOO feet of pipe).
B. ~ psi of pressure available at the Building Control Valve.
C. ~ Pressure needed at the controlling fIXture.
, D. ~ psi loss resulting from a2.0'ft difference in elevation from the Building Control Valve to the controlling fixture.
E. ----.&. psi pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 93.0 Ft Developed length from the 62.0 ft actual length of piping from the Building Control Valve to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 112 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actuall. D. .569 0 .811 1.055 1.291 1.527 2.00'9 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft 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
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~03:'5/2:07 09:11 FAX 19202302008
ONEILL ENTERPRISES
~ 001/003
FAX COVER SHEET
'o'NeifrInie'rprJ'S^e's'~"j'n'c'~"'"''''''''''''h'C'''''''''....c..................:..............................................................................................................................
Plumbing & Heating Contractors
522 W. 6th Avenue
Oshkosh, WI 54902
Phone number: (920) 230-2007
Fax number: (920)230-2008
Send to: City of Oshkosh From: Pat
. Attention: Paul (Plumbing Inspector) Date: 3/15/07
Office Add ress: Office Location:
Fax Number: 236-5084 Phone Number:
.
Total a es, includin cover: 3
Paul,
Please accept the water calculation worksheets for Enterprise Rental Car, 140 N. Koeller
Street. I forgot to get them to you, it's on me. I included the Verlow Store fixtures as well.
Than ks,
Patrick O'Neill
O'Neill Enter rises, Inc.