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Home My WebLink About0084306-Plumbing (interior) CITY OF OSHKOSH No 84306 OSHKOSH PLUMBING PERMIT APPLICATION AND RECORD ON THE WATER Job Address 474 WINDINGBROOK DR Owner JAMES R/BILLIE J MATHUSEK Create Date 02/14/2001 Contractor AHERN -GROSS INC. Category 410 Residential- Interior Plan Bathtub 1 Shower 1 Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool 1 Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 4 Lndry Tray 2 Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 3 Lndry Stndp 1 Clothes Wshr 1 Ice Chest Flr/Wst Sink Int Grease Trap Res. Sink 2 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap 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 1 Use /Nature NSI-R of Work Size Material Type Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $10,500.00 Plan Approval $0.00 Permit Fees $138.00 Issued By ,-A^-- Date 02/14/2001 U Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner Address 218 S MAIN ST FOND DU LAC WI 54963 0000 Telephone Number 920 921 -1414 g "i (P el CITY OF OSHKOSH b OSHKOSH PLUMBING PERMIT APPLICATION AND RECORD "N THE WATER ,b Address 474 WINDINGBROOK DR Owner JAMES R/BILLIE J MATHUSEK Create Date 01/03/2001 -,t Contractor AHERN -GROSS INC. Category RclenF: YIk.Mb. Plan Bathtub '1 Shower d i 1 Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain r Water Softner Drink Ftn Sery Sink Soda Disp Lavatory /111 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet /1 Lndry Stndp Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap Res. Sink Disposal Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn Water Heater Sump Pump Dent. Oper. Hand Sink Urinal Site Drain II Classrm Sink Lab Sink Plaster Sink Standp ROI Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use/Nature 1 of Work r f� �r- NSFR 3 V> j t4 (r- 3//c/' 2 C 0_) bf-1( Size Material Type Conn. Type Sanitary Sewer i /24: P/ 116- o,a_ti_ Lata.:: 1 tiaw Storm Sewer f- i DIS TO POND (2 (L 4 43 Water Service -04 9 -4-144 Rlastie--eaterai-----1.—Illew- 4 Valuation $17900:00 Plan Approval $0.00 Permit Fees 13Sc 450:00-- issued By r• Date 01/12/2001 0 Permit Voided In the performance of this work, 1 agree to pee all work pursuant to rules goveming the described construction. 6(0 C. Signature 7 4a.IL� A old, 4 6TI J Date 192 l a Agent/Owner Address 218 S MAIN ST FOND DU LAC WI 54963 0000 Telephone Number 920 -921 -1414 A -0)/1 451 r ri r, 1 P 3 in 1 jabr,16,-44,...s0 g i v K lq)T (A514) Q Fixture Listing Date: March 2, 2001 Name: AHERN -GROS Project: NSFR Street: Street: 474 WINDINGBROOK DR 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 2 Kitchen Sink 2.00 2.00 3.00 2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00 2 Lavatory 1.00 1.00 2.00 1 Shower, per head 1.00 1.00 1.50 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 Total Water Supply Fixture Units 12.00 22.00 28.00 18.8 Gallon per minute demand of the building. Predominatly Flush Tank 14.1 Pressure available for uniform loss. For the table use 15.0 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 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 11.5 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 16 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET Date: March 2, 2001 Name: AHERN -GROS Project: NSFR Street: Street: 474 WINDINGBROOK DR City: City: 1. 18.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 48.0 Low pressure at the Main in Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in Street to the Water Meter. 4a. 2.0 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 130 inside diameter of .995 and a velocity of 7.8 ft per sec. 4b. 3.7 Lb loss from a 50.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 inside diameter of 1.060 and a velocity of 6.8 ft per sec. 5. 5.3 Lb loss from a 3 /4in Meter 6. 37.1 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. 15 Pressure available for uniform loss (psi/100 feet of pipe). B. 37.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHWR FAUCET MASTER BR D. 43 Lb loss resulting from a 10.0 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 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 11.5 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 16 34 60 110 270 480 776 1833 WATER CALCULATION WORKSHEET FOR 1(0 Y"y tsirtes OF v.(` t fit," k' t ',r NAM OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in building in gallons per minute. WSFU's33, (GPMt 2. Difference in elevation from main or external pressure tank to building control valve. (feet) 3. Size of water meter (when meter is required) 5/8" 3/4" 1" 1 -1/2" 2" larger size 4. Developed length from main or extemal pressure tank to building control valve. (feet) 100 I 5. Low pressure at main in street or extemal pressure tank. (psi) CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or extemal pressure tank. (value of 5 above) 7. Determine pressure Toss due to friction in 1 inch diameter water service. Subtract value of "7" k (Water service piping material is Rkt q subtotal 8. Determine pressure loss due to elevation, (multiply the value of 2 above by .434) Subtract value of "8" 9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 4 5 C. Pressure loss of water meter (when meter is required) Subtract value of "C" subtotal 34-3 D. Pressure at controlling fiV re. Subtract value of "D" (Controlling fixture is f' subtotal E. Difference in elevation between the building control valve and the controlling fixture in feet 1 X .434 psi/ft. Subtract value of "E" subtotal k S F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Subtract value of "F" (Pressure loss due to .i"'"" subtotal G. Developed lengtO Ism building control valve to controlling fixture in feet 1 i X 1.5 Divide by value of "G" O t subtotal Z (Water distribution piping material is Multiply by 1 10 00 A. Pressure available for uniform loss "A" 580 4479 (R1u9S)