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Home My WebLink About0128261-Plumbing (interior) 1..0 ~v..~ OS f-/J1<OSH ON THE WATER Job Address 535 W 17TH AVE CITY OF OSHKOSH No 128261 PLUMBING PERMIT - APPLICATION AND RECORD 1 1 3 Owner KATHLEEN BENKOSKE Create Date 10/12/2007 Category 410 - Residential-Interior Plan Water Softner Wait. St. Shamp Sink Coffee Maker Local Waste Ice Chest Flr/Wst Sink Int Grease Trap Clothes Wshr Exam Sink Catch Basin Ext Grease Trap Bidet Sculry Sink Wash Ftn RPZ Valve Beer Tap Hand Sink Urinal Eye Wash Statn Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Sterilizer Surgeons Sink Ice Maker Deduct Meters Dip Well F Prep Sink Gar Drain Wtr Usage Mtrs Drink Ftn Serv Sink Soda Disp Contractor STEVE RETTLER Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature of Work 1 Shower 1 Floor Drain 3 Lndry Tray 4 Disposal 1 Dishwasher Sump Pump Classrm Sink Breakrm Sink Ejector/Grind 2 silcock NSFR/1 story home with a 2 car attached garage and concrete driveway. Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Parcel Id # 1404220100 Valuation $0.00 Permit Fees $175.00 D Permit Voided I $7,000.00 Plan Approval Address 600 FIELD CREST LN Issued By Date 12/21/2007 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 an necessary ap rovals be ore starting such activity. Signature / Date /;l--e::J/ -tJ 7 Agent/Owner BLACK CREEK WI 54106 - 9729 Telephone Number (920) 894-3914 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. .It ~.- , City of Oshkosh l' Inspection Services Division POBox 1130 Oshkosh, VV154903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 Plumbing Permit Application I hereby apply for a permit to do and install the following plumbing on the premises hereinafter described, the work to conform to the VVisconsin State Plumbing Code, in the performance of which all parties hereto agree to and are bound by said statutes. . Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh VVI 54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the normal permit fee, which ever is greater. OR ...._"-...,. Ifvou are a contractor participatinz in the Permit Fee Account Svstein and have adeauate fundfi....-che.s;.kJJ.~re if vou want this vrocessed through vour account n ** Advisory - For applicable projects, an Electrical Installation Verification (EIV) fonn, signed by the Electrical Contractor or Homeowner (for installations allowed to be perfonned by the homeowner) must be submitted with th~ permit application. Applications submitted without an EIV when such is required, will not be processed for Permit Issuance and will be returned for completion. Job Address535 tJ rrr~ P,iI e.... Value (Including labor and materials) Owner kIN-hi B-Cn J<osJ<e..- Contractor S .fellt... ~Single Family DDuplex DMulti-Family DRental 7000.00 I<etfl e~ DCommercial Date / J-AD-07 fht':Jicl~7()7? DIndustrial Number of Fixtures: Bathtub ---L Disposal Drink Ftn Catch Basin Whirlpool -'- Dishwasher ~ Wait.St. Wash Ftn Lavatory :J Sump Pump ~ Ice Chest Urinal Toilet ~ Ejector/Grind ~ Exam Sink Gar Drain Res. Sink -L Water Softner Sculry Sink Soda Disp Bar Sink Local Waste Hand Sink Coffee Maker WMerHeMer ~ Clothes Wshr ~ F Prep Sink Comm. Ice:ty1aker .-rGas 0 Elect 0 PwrVnt Bidet Serv Sink Site Drain Shower 1- Beer Tap Int Grease Trap Roof Drain Floor Drain ~ Classrm Sin.l(: Ext Grease Trap Standp Rec Lndry Tray ~ Surgeons Sink R.P.Z. Valve Eye Wash Stn Lab Sink Breakrm Sink Shamp Sink Wtr Sewer Mtrs Plaster Sink Dip Well Flr/Wst Sink Deduct Meters Sterilizer Hose Bibs --.L Wtr Usage Mtrs Misc. Fixtures ~ .=-,- ~ Electric Contractor (for projects not requiring an EIV Form) Use / Nature of Work Size Material I'v<- Type >'4 r~ # Conn. Type Sanitary Sewer 1" Storm Sewer Water Service I~{( 1'1 , ~ /7):00 07/07 1_ Fixture Listing Date: December 11,2007 Name:;.51f/~ ~e.0IcrL Str~et: ~o_ _I?l vlA-t .~ Project: K IJ-f),y trlr ~'/7+h Dj~ k O>~ IJ.eY) ko.ske n~'o ~1}lJj-L. City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes VVasher 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 :3 Laundry Tray, 1 or 2 compartment ).00 3.00 <<i. 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 1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50 . Public Use Fixtures Hot Cold Total .00 I .50 I .50 ;13,5 01 8. SO "f.5O f/IJIII - ~j Ice Maker Total VVater Supply Fixture Units l~/. Gallon per minute demand of the building. Predominatly Flush Tank 38.9 Pressure available for uniform loss. For the table use - 39.0 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 VVSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT VVSFU 7.5 0 18 34 62 112 270 484 776 1835 '~....;. '. ,'1,:1. ~ " WATER DISTRIBUTION DA TASHEET " ,- Date: December 11, 2007 Street: J{ <j fit1- ;}en }<.oYr~ /7ft., f).Jt'..J J\ld5\... · t)51K lJ~ Name: _~1e-tK ~~.JI-Jr~ Street: (J ! V/4r..b (~ Project: City: City: 1. 1'/./. Gallon per minute buiding demand, predominatiy Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. 3.0 psi loss from a 7.0 ft difference in elevation from Main in Street to the VVater Meter. 4a.~ psi loss from a 30.0 ft 1" Copper Tube Type K ASlM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 150 , inside diameter of. 995 and a velocity of 7.1 ft per sec. 4b.~ psi loss from a 62.0 ft 1 1/4" PE Tubing CTS ASlM 2737 AVVVVA C901 water service from the curb stop to the VVater Meter. Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 6.3 ft per sec. 5. 4.5 psi loss from a 3/4in Meter 6. 41.0 psi of pressure available at the VVater 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. ~ Pressure available for uniform loss (psill 00 feet of pipe). B. ~ psi of pressure available at the VVater Meter. C. ~ Pressure needed at the controlling fixture. shower D. ~ psi loss resulting from a 8.0 ft difference in elevation from the VVater Meter to the controlling fixture. E. --=.!! psi pressure loss due to a no pressure loss devices serving the controlling fixture. F. 45.0 Ft Developed length from the 30.0 ft actua11ength of piping from the VVater Meter to the controlling fixture. Maximun Allowable load for Copper Tube Type M, ASlM B88 Nominal Size 1/2 5/8 3/4 1 11/4 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 VVSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT VVSFU 7.5 0 18 34 62 112 270 484 776 1835 f ,,"' WATER DISTRIBUTION DATASHEET Date: December 11, 2007 City: Pmjoo' !\ q I-k;, /xh /(0 sir <Q.. Street: /7)" 11 (?v/ ~ w)--e City: 6 5~ A () Y; Street: Yt~K~~ Ifv.-l( ~ Name: 1. 1<1.1. Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. 3.0 psi loss from a 7.0 ft difference in elevation from Main in Street to the VVater Meter. , 4a. --1& psi loss from a 30.0 ft 1" Copper Tube Type K AS1M B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 7.1 ft per sec. 4b. 3.9 psi loss from a 62.0 ft 1 1/4" PE Tubing CTS AS1M 2737 AVVVVA C901 water service from the curb stop to the VVater Meter. , - Pressure loss detemined using a C value of 150 , inside diameter of 1.060 and a velocity of 6.3 ft per sec. 5. 4.5 psi loss from a 3/4in Meter 6. 41.0 psi of pressure available at the VVater 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. ~ Pressure available for uniform loss (psi/lOO feet of pipe). B. ~ psi of pressure available at the VV ater Meter. C. ~ Pressure needed at the controlling fixture. shower D. ~ psi loss resulting from a 8.0 ft difference in elevation from the VVater Meter to the controlling fixture. E. ------=.!! psi pressure loss due to a no pressure loss devices serving the controlling fixture. F. 45.0 Ft Developed length from the 30.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (pex) Tubing AS1M F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0 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 4 6 8.5 14.5 21.5 30 51 0 0 0 Maximum FM VVSFU 0 0 0 4.5 7 14 53 0 0 0 Maximum FT VVSFU 4 7.5 11 20.5 34 55 135 0 0 0