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Home My WebLink About0132149-PlumbingWATER DISTRIBUTION DATASHEET Date: August 19, 2008 Name: Valley Premier Plumbing Project: Street: City: Street: 2390-2392 Wisconsin St City: Oshkosh 1. 24.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 52.0 Low pressure at the Main in Street. 3. 5.6 Lb loss from a 13.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 4.8 Lb loss from a 85.0 ft 1 1/2" PE Tubing CTS ASTM 2737 AWWA C901 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 150 ,inside diameter of 1.242 and a velocity of 6.6 ft per sec. 4b. .0 No 2nd part water lateral. 5. 9.2 Lb loss from a 3/4in Meter 6. 32.3 Lbs of pressure available at the Water Meter. 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. 13 Pressure available for uniform loss (psi/100 feet of pipe). B. 32.3 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB SH Valve D. 5.6 Lb loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a serving the controlling fixture. F. 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter 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 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 0 11 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4 7 16 38 144 369 731 1833 Maximum FT WSFU 5 0 15 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET Date: August 19, 2008 Name: Valley Premier Plumbing Project: Street: Street: 2390-2392 Wisconsin St City: City: Oshkosh 1. 24.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 52.0 Low pressure at the Main in Street. 3. 5.6 Lb loss from a 13.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 4.8 Lb loss from a 85.0 ft 1 1/2" PE Tubing CTS ASTM 2737 AWWA C901 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 150 ,inside diameter of 1.242 and a velocity of 6.6 ft per sec. 4b. .0 No 2nd part water lateral. 5. 9.2 Lb loss from a 3/4in Meter 6. 32.3 Lbs of pressure available at the Water Meter. 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. 13 Pressure available for uniform loss (psi/100 feet of pipe). B. 32.3 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB SH Valve D. 5.6 Lb loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a serving the controlling fixture. F. 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun 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 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 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 3 5.5 8 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 3 6.5 10 21.5 35 57 140 0 0 0 Fixture Listing Date: August 19, 2008 Name: Valley Premier Plumbing Project: Street: City: Street: 2390-2392 Wisconsin St City: Oshkosh Non Public Use Fixtures Hot Cold Total 2 Automatic Clothes Washer 2.00 2.00 3.00 2 Dishwashing Machine 2.00 .00 2.00 4 Hose Bib, 1/2" diameter .00 12.00 12.00 2 Kitchen Sink 2.00 2.00 3.00 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 4 Shower Stall, lavatory and water closet FT -group 6.00 12.00 14.00 Total Water Supply Fixture Units 24.8 Gallon per minute demand of the building. Predominatly Flush Tank 12.7 Pressure available for uniform loss. For the table use - 13.0 16.00 35.00 42.00 Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 I/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 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 3 5.5 8 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 3 6.5 10 21.5 35 57 140 0 0 0 Non Public Use Fixtures Hnt C:nlcl Tntal Automatic Clothes Washer 1.00 1.00 1.50 Bar Sink .50 .50 1.00 Bathtub, with or without shower head 1.50 1.50 2.00 Bidet 1.00 1.00 1.50 Dishwashing Machine 1.00 .00 1.00 Glass Filler .00 .50 .50 Hose Bib, 1/2" diameter .00 3.00 3.00 Hose Bib, 3/4" diameter .00 4.00 4.00 Kitchen Sink 1.00 1.00 1.50 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 Lavatory .50 .50 1.00 Shower, per head 1.00 1.00 1.50 Water Closet, flushometer type .00 6.00 6.00 Water Closet, gravity type flush tank .00 2.00 2.00 Bathtub, lavatory and water closet - FM group 2.00 7.50 8.00 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 Shower Stall, lavatory and water closet FM -group 1.50 7.00 7.50 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50 Public Use Fixtures Hot (:nld Tntal Automatic Clothes Washer, Individual 2.00 2.00 3.50 Automatic Clothes Washer, large capacity 2.00 2.00 3.50 Bathtub, with or without shower head 2.00 2.00 3.00 Coffeemaker .00 .50 .50 Dishwasher, comercial 2.00 .00 2.00 Drink Dispenser .00 .50 .50 Drinking Fountain .00 .25 .25 Glass Filler .00 .50 .50 Hose Bibb 1/2" diameter .00 3.00 3.00 Hose Bibb, 3/4" diameter .00 4.00 4.00 Ice Maker .00 .50 .50 Lavatory .50 .50 1.00 Shower, per head 2.00 2.00 3.00 Sink, bar and fountain 1.00 1.00 2.00 Sink, barber and shampoo 1.50 1.50 2.00 Sink, cup .00 .50 .50 Sink, flushing rim .00 7.00 7.00 Sink, kitchen and food preparation per faucet 2.00 2.00 3.00 Sink, laboratory 1.00 1.00 1.50 Sink, medical exam and treatment 1.00 1.00 1.50 Sink, service 2.00 2.00 3.00 Sink, surgeon washup 1.50 1.50 2.00 Urinal, syphon jet .00 4.00 4.00 Urinal, washdown .00 2.00 2.00 Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00 Wash Fountain, semicircular 1.50 1.50 2.00 Wash Fountain, circular 2.00 2.00 3.00 Water Closet, flushometer .00 7.00 7.00 Water Closet, gravity type flush tank .00 3.00 3.00 FROM FAX N0. :22 Aug. 19 2008 06:38AM P2 1/~ `~ `r; ~,,~ c,, WATER CALCULATION WORKSHEET FOR INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE ~~ Qe r ~ A 1 1. Demand of building in gallons per minute. WSFU's ~ I ~ 5 = (GPM) ~~ 2. Difference in elevation from main or external pressure tank to building control valve. (feet) ~„~,_ 3. Size of the water meter. (When applicable) 5/8" _, 314" Q~, 1" ~, 1-112° _,,, 2" _, 3" ,,,_,, 4" _, B" i 4. Developed length from main or extemal pressure tank to building control valve. (feet) 3 5. Low pressure at main in street or extemal pressure tank. (pg;g) ~T. CALCULATE WATER SERVICE PRE38URE LOSS 8. t_ow pressure at main in street or extemal pressure tank. (value of # 5 above) ~~ 7. Water service diameter is ~~ .Material is .Pressure bas per 10p ft = /I ~0 psi. X ~ ,(decimal equivalent of ervice length, i.e.; 65ft = .85) ~' 3C° (Subtract line 7. from line t3.) subtotal J ~, Cap 8. Determine pre®sure gale or toss due to elevation, (multiply the value of # 2 above by .434) value ~ «S" ~, l~~ 9. Available pressure after the bldg. control valve. (Subtract or add line 6. Enter in "B".) :SUbWtal ~~ CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") B. Available pressure after the bldg. control vahre. (from "s° above) Value of "S" _~15 C. Pressure lass of water meter (when meter is required or installed) Value of "C" ,~,_ (Subtract line C, fmm Ifne B.) subtotal ____z ~ _ O. Pressure at controlling fixture. (Controlling fixture is ~ ~ ~ Value of "D" 2 ~ (Subtract the value ofi D.) subtotal _ ~- ~ E. Difference in elevation between the building control valve ®nd the controlling fixture in feet / -3 X .434 psiift. ~~ Value of "E" .~. (Subtract the value of E.) subtotal ...~ F. Pressure loss due to water treatment devices, instantaneous water heat®rs and backflow preventers which serve the controlling fixture. (Pressure loss due to j~ ~y n ~ t Value of "F' (Subtract the value of F.) subtotal 1 ~__.. ~__' G. Developed lengt,~h from building control valve to controlling fixture in feet .) ~ X 1,5 Value of "G° ~~, (Divide by the value of G.) (Water distribution piping material is __ ~P 1C 1 subtotal Multiply by 1t)Q A. Pressure available for uniform loss ..A„ _ ~, s~ .ease ~~ens~ 2v5 ~SQ~ Z