The URL can be used to link to this page

Home My WebLink About0112457-Plumbing (interior)OSHKOSH ON THE WATER .lob Address 1255 JUDY LEE DR Contractor SOPER PLUMBING CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner RUSCH HOMES LLC Category 410 - Residential-Interior No 112457 Create Date 10/13/2004 Plan Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 4 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 4 Lndry Stndp 1 CIothesWshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 RPZValve 0 Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 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 1 Use/Nature NSFR/ New single family of Work Size Material Type # Conn. Type Sanitary Sewer 0 0 0 0 0 Storm Sewer 0 0 0 0 0 Water Service 0 0 0 0 0 Valuation $8,000.00 Plan Approval $0.00 Permit Fees $133.00 ~ Permit Voided Issued By Parcel Id # 1342505800 Date 01/26/2005 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Agent/Owner Address 2225 BURNWOOD DR OSHKOSH WI 54902 - 0000 Telephone Number 426-2151 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. Fixture Listing Date: April 1, 2005 Name: SOPER PLBG Project: NSFR Street: ~ ~ I Dll City: City: Non Public Use Fixtures Nnt ('n1A Tntal 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 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 2 Shower Stall, lavatory and water closet FT -group 3.00 6.00 7.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 8.50 20.50 24.50 16.7 Gallon per minute demand of the building. Predominatly Flush Tank 41.8 Pressure available for uniform loss. For the table use - 42.0 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 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0 2~ ~: 1'/, f I / l!/T' a- ~'~ Fixture Listing Date: April 1, 2005 Name: SOPER PLBG Street: City: Non Public Use Fixtures Nnt C'nld Tntal 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 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 2 Shower Stall, lavatory and water closet FT -group 3.00 6.00 7.00 Public Use Fixtures Hnt Cold Tntal 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 8.50 20.50 24.50 16.7 Gallon per minute demand of the building. Predominatly Flush Tank 41.8 Pressure available for uniform loss. For the table use - 42.0 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 ~~ a f' ~ ~ f-s .~ ' a~, ~ Project: NSFR Street: 1255 NDY LEE DR City: ~ "~ , S _ 3 ~~ '~ I ..~ a~ ~ ~ fig, ,~ /~ WATER DISTRIBUTION DATASHEET Date: April 1, 2005 Name: SOPER PLBG Street: City: Project: NSFR Street: 1255 JUDY LEE DR City: 1. 16.7 Gallon per minute buiding demand, predominatly Flush Tank. 2. 53.0 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. 3.1 Lb loss from a 39.0 ft 1" 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 150 ,inside diameter of .995 and a velocity of 6.9 ft per sec. 4b. 1.8 Lb loss from a 30.0 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 6.1 ft per sec. 5. 4.2 Lb loss from a 3/4in Meter 6. 43.9 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. 42 Pressure available for uniform loss (psi/100 feet of pipe). B. 43.9 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 10.9 Lb loss resulting from a 25.0 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. 60.0 Ft Developed length from the 40.0 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 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0