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Home My WebLink About0088748-Plumbing (interior) ,0 OSHKOSH ON THE WATER Job Address 1855 HICKORY LN QITY OF OSHKOSH -/ I PLUMBING PERMIT - APPLICATION AND RECORD Owner PAUL WAGNER Contractor AHERN-GROSS INC. Category 402 - Residential-Exterior (other) Bathtub 2 Shower 0 Ejector/Gri nd Dip Well F Prep Sink - Whirlpool Floor Drain 1 Water Softner Drink Ftn Serv Sink Lavatory 3 Lndry Tray Local Waste 1 Wait. St. Shamp Sink - Toilet 3 Lndry Stndp 1 Clothes Wshr 1 Ice Chest FlrlWst Sink Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin - Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal - Site Drain 1 Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use/Nature NSFRI of Work No 88748 Create Date 08/15/2001 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Size Type Conn. Type # Material Sanitary Sewer Storm Sewer Water Service Valuation $6,000.00 $0.00 Permit Fees $114.00 Plan Approval Issued By I~ D Permit Voided I Date 08/27/2001 In the performance of 'i~rk, I agree~..wrform all work pursuant to rules governing the described construction. SignatureJ?2r~t:[ !fc,~r )},1"r/!~ 6/'..1.]'; ~ j2~~3/cf;1f~ Date Agent/Owner ~--cJ7-D/ Address 218 S MAIN ST FOND DU LAC WI 54963 - 0000 Telephone Number 920-921-1414 ~ WATER DISTRIBUTION DATASHEET ~ Date: October 26,2001 1"""'\. J Name: AHERN-GROS Project: NSFR Street: Street: 1855 HICKORY LN City: City: 1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 1.3 Lb loss from a 15.0 ft I" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop. - Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 6.1 ft per sec. 4b.~ Lb loss from a 85.0 ft I" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 6.1 ft per sec. 5. 3.3 Lb loss from a 3/4in Meter 6. 42.2 Lbs of pressure availabF-e 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 tesult up. A = B-(C+D+E) x 100 F A. ~ Pressure available for uniform loss (psi/l00 feet of pipe). ~, i B. 42.2 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHWR FAUCET-MASTER BR D. ~ Lb loss resulting from a 12..0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 90.0 Ft Developed length from the 60.0 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 21/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 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 0 18 34 62 112 270 484 776 1835 o ) Fixture Listing " Date: October 26,2001 r"\. Name: AHERN-GROS Project: NSFR Street: Street: 1855 HICKORY LN City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 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 Lavatory .50 .50 1.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 . Public Use Fixtures Hot Cold Total .00 I .50 I .50 Q Ice Maker .. ~, Total Water Supply Fixture Units 7.50 18.00 21.50 / 14.9 Gallon per minute demand of the building. Predominatly Flush Tank 18.9 Pressure available for uniform loss. For the table use - 19.0 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 21/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 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 0 18 34 62 112 270 484 776 1835 /"""'>.... ./ '" WA1:E~ CALCULATION WORKSHEET FOR JffF~ "{~ ~ NAMe OF PROJeqT INFOR~TIONREQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in building in gallons per minute. WSFU's 25,0 = (GPM) fl.O ,E. 2. 3. 4. 5. Difference in elevation from main or external pressure tank to building control valve. (feet) Size of water meter (when meter is required) .5/S" -' 3/4"l{" 1" ...,-' 1-1/2" _' 2" _' larger size Developed length from main or external pressure tank to building control valve. (feet) low pressure at main in .street or external pressure tank. (psi) CALCULATE WATER SERVICE PRESSURE LOSS 6. 7. low pressure at main in street or external pressure tank. (value of # 5 above) Determine pressure loss due to friction in ,I' inch diameter I water service. ~ ry./ater service piping ~aterial i~ Dc-I .......:._.~ ) Determine pressure loss due to elevation, (multiply the value of# 2 above by .434) G-'/'. f-.j .z,Li Subtract value of "7" subtotal S. Subtract -lalue of "S" g. Available pressure after the bldg. control valve. (enter in "B" below) subtotal CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "An) Go *' f5,:J 57 57 14/1 Ll? .to Z.to 10 Value of "B" 'to B. C. Available pressure after the bldg. control valve. (from Mg" above) Pressure loss of water meter (when meter is required) Subtract value of lie" subtotal D. Pressure at controlling fixture. (Controlling fixture is ~:E ~ . Y~L\IfC I Subtract value of "0" subtotal Difference in elevation between the building control valve and the controlling fixture in feet 20 X' .434 psi/ft. Subtract value of "E" subtotal F. Pressure loss due to water treatment devices,instantaneous water heaters and backflow prevente[S which serve the controlling fixture. (Pressu~ loss due to subtotar Subtract value of "F" -- G. Developed length frQm building control valve to controlling ~re in feet.GJO X1.5 . Divide by value of MG" subtotal (Water distribution piping material is xYPE: P\ CG::R ) Multiply by A Pressure available for uniform loss "A" = ' SeD.e47S (R1119ll) A- 5. 3S ;2..0 is 8,4> ~.1 o ~,1 <00 ,1/ 100 /1 [1 " J I'''} fR/1l. ~