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Home My WebLink About0110476-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 2370 HICKORY CT CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Contractor JIM'S PLUMBING & HEATING INC Owner FOX CITIES CONSTRUCTION Category 410 - Residential-Interior No 110476 Create Date 07/22/2004 Plan Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0 Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 5 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 Residence 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 $10,000.00 Plan Approval $0.00 Permit Fees $147.00 ~ Permit Voided Issued By Parcel Id # 1526191700 Date 09/13/2004 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 W6166 GREENVILLE DR GREENVILLE WI 54942 - 0000 Telephone Number 920-757-5258 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. ';/I Fixture Listing 1'... ''''' Date: December 6, 2004 i~ Name: JIMS PLUMBING Project: NSFR I Street: 2370 HICKORY CT I Street: City: City: Non Public Use Fixtures Hot Cold Total I Automatic Clothes Washer 1.00 1.00 1.50 I Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6.00 I Kitchen Sink 1.00 1.00 1.50 2 Lavatory 1.00 1.00 2.00 I Water Closet, gravity type flush tank .00 2.00 2.00 I 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 lee Maker .00 .50 .50 1 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00 ~ i ..j Total Water Supply Fixture Units 13.50 25.50 31.50 20.6 Gallon per minute demand of the building. Predominatly Flush Tank 19.9 Pressure available for uniform loss. For the table use - 20.0 Maximun Allowable load for CPVC Tubing ASTM D2846 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual 1. D. .489 0 .715 .921 1.125 1.329 1.739 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 0 10 16.5 24 34 59 0 0 0 Maximum FM WSFU 0 0 4 5.5 8 19 73 0 0 0 Maximum FT WSFU 4 0 13 24 41 68 171 0 0 0 3~ /""'\, WATER DISTRIBUTION DATASHEET t;)I:: .". Date: December 6, 2004 .~ \ ,/ Project: NSFR Name: JIMS PLUMBING Street: Street: 2370 HICKORY CT City: City: 1. 20.6 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. 3.6 Lb loss from a 30.0 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 8.5 ft per sec. 4b. 2.3 Lb loss from a 27.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WW A 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 7.5 ft per sec. 5. 6.4 Lb loss from a 3/4in Meter 6. 42.7 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. ~ Pressure available for uniform loss (psi/l 00 feet of pipe). ~ I B. ~ Lbs of pressure available at the Water Meter. c. ~ Pressure needed at the controlling fixture. TIS VALVE D. ~ Lb loss resulting from a 18.0: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. 75.0 Ft Developed length from the 50.0 :ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for CPVC Tubing ASTM D2846 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 .112 2 21/2 3 4 Actual L D. .489 0 .715 .921 1.125 1.329 1.739 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 0 10 16.5 24 34 59 0 0 0 Maximum FM WSFU 0 0 4 5.5 8 19 73 0 0 0 Maximum FT WSFU 4 0 13 24 41 68 171 0 0 0 .~ / 12/03/2004 14:00 FAX 920 757 6482 JIM'S PLillIBING 141002/003 Fixture ListiJIg <:., '.... Date: August 2, 2004 Name: Jims Pl~ Street: W6166 Grccnville Dr City: Greenville Project: R()4.()S I Street: Lot 304 Hickory Ct City: Oshkosh .~ NOD PubHe Use Fixtures I Automatic Clothes Washer 1.00 1.00 1.50 I Bathtub, with or without shower bead 1.50 LSD 2.00 I Dishwashing Macbine 1.00 .00 1.00 1 Glass Filler .00 .50 .50 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 I.S0 2 Lavatory 1.00 1.00 2.00 I Water Closet, gravity type flush tank .00 2.00 2.00 I Bathtub, lavatory and water closet . FT group 2.00 3.S0 4.00 2 Shower Stall, lavBtory and water closet Ff . group 3.00 6.00 7,00 Hot Cold Toral Publk Use fixtures Q Wall Hydrant, 3{4" diameter bot and oold mix Hot 3.00 I Cold Total 3.00 1 4.00 Total Water Supply FIXture Units 13.50 25.50 31.50 ~ j } 20.6 Gallon per minute demand ofthc: building. PmIominady Flush Tank 22.2 Pressure available for uniform loss. For tho table UlIC - 23.0 ' Mama.. AOIIwabIe load for CPVC T..... ASTM D2846 Nominal Size 1/2 SIB 3/4 1 I 1/4 11/2 2 21/2 3 4 Actual L D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0 ValueofC ISO ISO 150 150 ISO ISO 150 ISO 150 ISO Velocity in ft per see. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 0 10 16.5 24 34 59 0 0 0 Maximum FM WSFU 0 0 4 5.5 8 19 73 0 0 0 Maximum FT WSFU 5 0 13 24 41 68 171 0 0 () .f) 12/03/2004 14:00 FAX 920 757 6482 JIM'S PLUMBING @003/003 WATER DISTRIBUTION DATASd.l!:f J:;"" ,;;,. '" Date: August 2, 2004 Name: ftms PlumbinJ: Street: W6166 OrcenviIJe Dr Projea: R04-OS I Street: 1Dt 304 Hickory Ct ell)': Osbkosh I~ i / City: Greonville 1. 1D.6 GeUoo per minute buidin,g demand. pr"""""lnAtfy Flush Tank.. 2. --!t:! Low pmsure at the Main in the Street. 3. --1:! psi loss from a!:! 1\ diffi=rence in elevation 1fom Main in the Street to the Water Meter. tI 4a.---y! psi loss from a IS.8 ft 1 lW PB Tubing ASTM 3309 water service fi'om the Main in the Street to the curb stop. 30 Pn:ssure loss detemined using a C value of 1 SO , inside diameter of 1.125 B1Id ~ velocity of 6.6 ft per see. 4b. 1.6 psi los.from a 25.0 ft I 114" PB TubbJa AS1M 3309 water service fi'om the curb stop to the Water Meter. ~ Pressure Joss detcmined using a C value of ISO, inside diameter of 1.125 and a velocil)' of 6.6 ft per see.. S. --M psi loss &om a 3/'" Meter 6. ~ psi ofpressure available at the Water Meter. This value is entered in (B) below. d)7 The (A) value listed below is determined by using the following furmula, then rounding the result up. A'" IHC+rE} x 100 A. ---R Pressure available for uniform loss (psi/too:teet of pipe). B. -.Hd psi ofpresaure available at the Water Meter. C. ~ Pressure oceded at the eontroIJiDg fixture. upper level shower vlv D. -1:! psi loss resulting from a!!:!. ft dUference in elevation ftom the Water Meter to the controlling fixture. E. --:! pSi pressure loss due to a serving the controlling fixture. F. -A.! Ft Developed length from the ~ 1\ actuallengfu of piping from the Water Meti;r to the controlling fixture. o I Maximun AI10wable load fur CPVC'1'ubina AStM D2846 Nominal Size 1/2 5/8 3/4 1 11/4 11/2 2 21/2 3 4 Actual L D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0 ValueofC 150 150 150 150 150 150 ISO 150 150 ISO Velodty in ft per sec. 8 8 8 S S 8 8 8 8 8 Maximum Gpm 4.5 0 10 16.5 24 34 S9 0 0 0 MlOOmum FM WSPU 0 0 4 S.S 8 19 73 0 0 0 Maximum FT WSfU S 0 13 24 41 63 171 0 0 0 .f")