The URL can be used to link to this page

Home My WebLink About0092675-Plumbing (interior)OSHKOSH ON THE WATER Job Address 1360 JUDY LEE CT CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Contractor P&S PLUMBING Bathtub 1 Shower Whirlpool 1 Floor Drain Lavatory 4 Lndry Tray Toilet 3 Lndry Stndp Res. Sink 1 Disposal Bar Sink 0 Dishwasher Water Heater 1 Sump Pump Site Drain 0 Classnn Sink Roof Drain 0 Breakrm Sink Use/Nature of Work Owner Size Material Type # Conn. Type Sanitary Sewer 0 0 0 0 0 Stone Sewer 0 0 0 0 0 Water Service p 0 0 0 0 Valuation $8,200.00 Plan Approval $0.00 Permit Fees $102.00 Issued By Date 02/15/2002 Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. / Signature ~`Z..-sue /y n '~~j ~~ c Date 2 ~l ,S/ c Z Agent/Owner Address PO BOX 2153 APPLETON WI 54913 - 0000 Telephone Number 734-3912 1 Ejector/Grind 1 Water Softner 0 Local Waste 1 Clothes Wshr 1 Bidet 1 Beer Tap 1 Dent.Oper. 0 Lab Sink 0 Sterilizer Category 410 -Residential-Interior 0 Dip Well 0 F Prep Sink 0 Drink Ftn 0 Serv Sink 0 Wait. St. 0 Shamp Sink 0 Ice Chest 0 FIrIVUst Sink 0 Exam Sink 0 Catch Basin 0 Sculry Sink 0 Wash Ftn 0 Hand Sink 0 Urinal 0 Plaster Sink 0 Standp Rec 0 Surgeons Sink 0 Ice Maker No 92675 Create Date 11/26/2001 Plan 0 Gar Drain _ 0 Soda Disp 0 Coffee Maker ~ Int Grease Trap ~ Ext Grease Trap 0 0 0 0 0 0 0 0 0 NSFR Plumbing Permit Work Card Job Address 1360 JUDY LEE CT Permit Number 92675 Owner Contractor P&S PLUMBING egory 410 -Residential-Interior Plan uathtub ~ 1 Shower / 1 Ejector/Grind 0 Dip Well 0 F Prep Sink Whirlpool ~ Floor Drain ~ Water Softner 0 Drink Ftn 0 Serv Sink Lavatory 1l _ 1 ~ 1 ! 4 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink Toilet '~ Lndry Stndp ~ Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink Res. Sink ~ Disposal ~ 1 Bidet 0 Exam Sink 0 Catch Basin Bar Sink 0 Dishwasher ~ Beer Tap 0 Sculry Sink 0 Wash Ftn Water Heater -L' Sump Pump I ~ Dent. Oper. 0 Hand Sink 0 Urinal Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker Use/Nature of Work Value $8,200.00 0 Gar Drain 0 0 Soda Disp 0 0 Coffee Maker 0 p Int Grease Trap 0 0 Ext Grease Trap 0 0 0 0 0 NSFR Size Material Type # Conn.Type Sanitary Sewer p ~~ ~ ?- ~ FF ~ 4?~ 0 0 Storm Sewer p ~ .~~ ,~ ~ r:5 0 0 0 Water Service 0 0 0 0 .- 0 Date Type Inspector ~ Approved e ~6~~~w c ~ ~~ ~S ct~ ~g,~3~~~ Create Date 11/26/2001 WATER CALCULATION WORKSHEET FOR ~ 3 ~ o S ~f ~ i L [~~~ c c N 2~ NAME OF PROJECT INFORMATION REQUIRED TQ CALCULATE WATER SERVICE SIZE 1': Demand of building in building in gallons per minute. ' WSFU's Z ~ _ (GPM). / ~ t 2. _ Difference in elevation from main or extemal pressure tankto building..control-valve. (feet) 3. Size of water meter (when meter is required) 5/8" ~, 3/4" ~ 1" _, 1-1/2~ ~, 2" _, larger size _r 4. Developed length from main ar externak;pressure tank to building control valve. (feet) / / 5 5. Low pressure at main in-street or external pressure tank. (psi) CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) ~ ` ~ 7. Determine pressure loss due to friction in 1 ~~/ inch diameter water service. Subtract value of "7" ~l. ~ 3 (Water service piping material is P [- ~ S T - c ) subtotal 3 (~ 3'7 8. Determine pressure loss due to elevation, (multiply the value of # 2 above by .434) Subtract value of "8" 3 , `/ 7 9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal '2'1.9 CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 2 `~~~ C. Pressure loss of water meter (when meter is required) Subtract value of "C" ~ D. Pressure at controlling fixture. (Controlling fixture is u~ E. Difference in elevation between the building control valve and the controlling fixture in feet ~ X .434 psi/ft. ~, ~ e F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. (Pressure loss due to ) G. Developed length from building control valve to controlling fixture in feet ~ X 1.5 (Water distribution piping material is `~r9 " c cpPc~TZ ) subtotal 2 ? . ~l Subtract value of "D" ~ subtotal / ~ Subtract value of "E" 3 ,`/ ~"7 subtotal / /. ~ / ~, Subtract value of "F" - ~ - subtotal Divide by value of "G" o S subtotal • /o' ~ Multiply by 100 A. Pressure available for uniform loss "A" _ ! y, £~~ SBD -6479 (R11/98) WATER DISTRIBUTION DATASHEET Date: February 15, 2002 Name: P & S PLUMBING Street: City: Project: NSFR Street: 1360 JUDY LEE CT City: 1. 17.6 Gallon per minute buiding demand, predominatly Flush Tank. 2. 40.0 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. 1.7 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 7.3 ft per sec. 4b. 7.5 Lb loss from a 115.0 ft 11/4" 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 6.4 ft per sec. 5. 4.6 Lb loss from a 3/4in Meter 6. 26.1 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. 14 Pressure available for uniform loss (psi/100 feet of pipe). B. 26.1 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 4.3 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 WTR SFNR serving the controlling fixture. F. 105.0 Ft Developed length from the 70.0 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 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 5 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 6 0 18 34 62 112 270 484 776 1835 Fixture Listing Date: February 15, 2002 Name: P & S PLUMBING Project: NSFR Street: Street: 1360 JUDY LEE CT City: City: Non Public Use Fixtures Hnt ('n1A Tntal 1 Automatic Clothes Washer 1.00 1.00 1.50 2 Bathtub, with or without shower head 3.00 3.00 4.00 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 4 Lavatory 2.00 2.00 4.00 1 Shower, per head 1.00 1.00 1.50 3 Water Closet, gravity type flush tank .00 6.00 6.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 9.00 20.50 26.00 17.6 Gallon per minute demand of the building. Predominatly Flush Tank 13.1 Pressure available for uniform loss. For the table use - 14.0 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 I/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 I50 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 5 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 6 0 18 34 62 112 270 484 776 1835 ~~ 3 _ 3 )y