HomeMy WebLinkAbout0142967-Plumbing (interior) WATER DISTRIBUTION DATASHEET
Date; October 15. 2010
Name: Chad Huisman Project:
Street: 3366 Harbor Bay Rd Street:
City: Oshkosh City:
1. 19.7 Gallon per minute buiding demand, predominatly Flush Tank.
2. 64.0 Low pressure at the Main in the Street.
3. .0 No water service.
4a. .0 No water lateral.
4b. .0 No 2nd part water lateral.
5. .0 No water meter.
6. 64.0 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. 58 Pressure available for uniform loss (psi/100 feet of pipe).
B. 64.0 psi of pressure available at the Building Control Valve.
C. 20.0 Pressure needed at the controlling fixture.
D. 7.8 psi loss resulting from a 18.0 ft difference in elevation from the Building Control Valve to the controlling fixture.
E. 6.0 psi pressure loss due to a water meter serving the controlling fixture.
F. 52.5 Ft Developed length from the 35.0 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 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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
RECEIVED
OCT 19 2010
DEPARTMENT OF
COMMUNITY DEVELOPMENT
INSPECTION SERVICES DIVISION
Fixture Listing
Date: October 15, 2010
Name: Chad Huisman Project:
Street: 3366 Harbor Bay Rd Street:
City: Oshkosh City:
Non Public Use Fixtures
Hot Cold Total
1 Bathtub, with or without shower head 1.50 1.50 2.00
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
3 Lavatory 1.50 1.50 3.00
1 Shower, per head 1.00 1.00 1.50
1 Water Closet, gravity type flush tank .00 2.00 2.00
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00
Total Water Supply Fixture Units 12.00 23.50 29.50
19.7 Gallon per minute demand of the building. Predominatly Flush Tank
57.5 Pressure available for uniform loss. For the table use - 58.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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