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Home My WebLink About0098440-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 2250 HICKORY CT Contractor P&S PLUMBING CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner GARY/BECKY GALICA Category 410 - Residential-Interior Bathtub 2 Shower 1 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Lavatory 4 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Toilet 3 LndryStndp 1 ClothesWshr 0 Ice Chest 0 FIr/Wst Sink 0 Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 Water Heater I Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 No 98440 Create Date 09/06/2002 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap 0 0 0 0 0 Use/Nature NSFR/1 story home with a 2 car attached garage, 12'x12' rear concrete patio, 24' concrete driveway. of Work Sanitary Sewer Storm Sewer Water Service Size Material Type # Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Valuation $7,800.00 Plan Approval $0.00 Permit Fees ,$102.00 Issued By Date 11/06/2002 [] Permit Voided J In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature ~ ,~.~.~. ~ Date Agent/Owner Address PO BOX2153 APPLETON WI 54913 - 0000 Telephone Number 734-3912 Job Address 2250 HICKORY CT Owner GARY/BECKY GALICA Permit Number 98440 Create Date 09/08/2002 Contractor P&S PLUMBING 410 - Residential-interior Plan Value $7,800.00 ,~htub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain 2 Shower '1 Ejector/Grind '' b bipWeil ' 0 ~F~-epsi~nk'~ ~ ' (~ 0 Floor Drain 1 Water Soflner 0 Drink Ftn 0 · Serv Si, nk 0. Sod~.DisP 4 Lndry Tray 0 Local Waste 0 Wait, St, 0 . Shamp Sink 0 Coffee Maker 3 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink , 0 ._ !nt ?rease .T?ap I Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Exl Grease Trap 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 1 Sump Pump 1 Dent, Oper, 0 Hand Sink 0 Urinal 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 0 0 0 0 Use/Nature of Work NSFR/1 story home with a 2 car attached garage, 12'x12' rear concrete patio, 24' concrete driveway. Size Material Type Sanitary Sewer Storm Sewer Water Service Date 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iRequest Line (rec'd Sunday 1/12/03 @ 10;.07'~.i¥i.) Date/Time requested: 1/13/03 07i00AM Notice Type: Telephone Number: 42~06'1~, : ' " Job Address 2250 HICKORY CT I Owner GARY/BECKY GALICA (J'~'egory 410- Residential-Interior r~athtub [ f 2 Shower i Whirlpool 0 Floor Drain Lavatory //~! 4 LndryTray Toilet / /}3 LndryStndp Res. Sink [ 1 Disposal Bar Sink 0 Dishwasher Water Heater / 1 Sump Pump Site Drain 0 Classrm Sink Roof Drain 0 Breakrm Sink Use/Nature of Work Plumbing Permit Work Card Permit Number 98440 Create Date Contractor P&S PLUMBING Plan Value Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain WaterSoftner 0 Drink Ftn 0 Serv Sink 0 Soda Disp Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker ClothesWshr 0 IceChest 0 FIr/Wst Sink 0 Int GreaseTrap Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap BeerTap 0 Sculry Sink 0 Wash Ftn 0 Dent. Oper. 0 Hand Sink 0 Urinal 0 Lab Sink 0 Plaster Sink 0 Standp Rec / 0 Sterilizer 0 Surgeons Sink 0 Ice Maker ~ 0 r',ISFPJ 1 story home with a 2 car attached garage, 12'x12' rear concrete patio, 24' concrete driveway. 09/06/2002 $7,800.0O 0 0 0 0 0 Size Sanitary Sewer Storm Sewer Water Service Material Type # 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 Conn.Type Date Type {..~ L~-' Inspector Date/Time requested: Access: Notice Type: Telephone Number: [ Ready Date/Time: : Requested By: (~ RP. in.~nec, t FeP. ~ FP.P. Waived r-~ ReinsDect Fee Paid WATER DISTRIBUTION DATASHEET Date: November 6, 2002 Name: P & S PLUMBING Project: NSFR Street: Street: 160 FARMSTEAD LN City: City: 1. 15.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 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. 1.8 Lblossfromal5.0ft 1" Copper Tube Type K ASTMB88waterservice 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 7.4 ft per sec. 4b. 10.0 Lblossfromall0.0ft 1" Copper Tube Type K ASTMB88waterservice from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of.995 and a velocity of 7.4 ff per sec. 5. 4.8 Lb loss from a 3/4in Meter 6. 38.4 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. 26 Pressure available for uniform loss (psi/100 feet of pipe). B. 38.4 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 3.5 Lb loss resulting from a 8.11 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 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 Fixture Listing Date: November 6, 2002 Name: P & S PLUMBING Street: City: Project: NSFR Street: 160 FARMSTEAD LN City: Non Public Use Fixtures Hot Cold Total Automatic Clothes Washer Dish~vashing Machine Hose Bib, 1/2" diameter Kitchen Sink Lavatory Bathtub, lavatory and water closet - FT group Shower Stall, lavatory and water closet FT - group 1.00 1.00 .00 1.00 .50 4.00 1.50 1.00 .00 6.00 1.00 .50 7.00 3.00 1.50 1.00 6.00 1.50 1.00 8.00 3.50 1 Ice Maker Public Use Fixtures Hot Cold Total .00 · 501 .50 Total Water Supply Fixture Units 9.00 19.00 23.00 15.8 Gallon per minute demand of the building. Predominatly Flush Tank 25.6 Pressure available for uniform loss. For the table use - 26.0 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 ,¥ I WATER CALCULATION WORKSHEET FOR ~ 7_ ~'O /~) 4' )~"~ CZ ~- ~ 4;- ~_.4'/~ ~ NAME OF PROJECT CALCULATE WATER SERVICE PRESSURE LOSS Low pressure at main in street or external pressure tank. (value of # 5 above) Determine pressure loss due to friction in / inch diameter water service. ~ / , ~ Subtract value of "7" (Water service piping material is /'C ~ ~-~',~'~t ) subtotal Determine pressure loss due to elevation, (multiply the value of # 2 above by .434) Available pressure after the bldg. control valve. (enter in "B" below) Subtract value of "8" '~, c/~7 subtotal 7> "], _S'~ CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") Available pressure after the bldg. control valve. (from "9" above) Pressure loss of water meter (when meter is required) Value of "B" ~'~, .~ .,~ Subtract value of"C" ~ ~ ~ subtotal Pressure at controlling fixture. (Controlling fixture is ~ Subtract value of "D" ~ subtotal ~ ~ o ~ Difference in elevation between the building control valve and the controlling fixture in feet ,~' X .434 psi/ff. Subtract value of "E" "~, c_/'7 subtotal Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. (Pressure loss due to ) Subtract value of "F .... ~ ~" subtotal Z ~/, ~' ~, Developed length from building control valve to controlling fixture in feet ~ O X1.5 Divide by value of "G" ! ¢' %-'-. (Water distribution piping material is subtotal Multiply by 1 O0 A. Pressure available for uniform loss SBD -6479 (R 11/98)