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Home My WebLink About0103845-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 2390 HICKORY CT Contractor JIM'S PLUMBING CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner SHIRLEY DOEMEL Category 410 - Residential-Interior No 103845 Create Date 05/15/2003 Plan Bathtub 3 Shower 0 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 3 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 0 Use/Nature 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 $6,500.00 Plan Approval $0.00 Permit Fees $102.00 ~ Permit Voided Issued By Date 09/02/2003 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 W-6166 GREENVILLE DRIVE GREENVILLE WI 54942 - 0000 Telephone Number 757-5258 OR 757-64( 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. 09/02/2003 11:00 FAX 920 757 6482 JIM'S PLUMBING [~001/001 City of Os~os~ Inspection Services Divi~io~ P OBox 1130 0=~o~ WI 5490~-11~0 Phone: (920) 23~5050 Fax: (920) 236-5084 Plumbing Permit Application I hereby apply for a p~mit Io do and lmlail fl~e following plumbiu~ on die p~misez hen~irmi~r descn'hed~ the work to conform to ~ WiscOnsin Stac~ Plumbln8 Code, in tl~ pcrfommncc of which all panles hereto asree to and are bound by said statutes. Owaer ]~'~, t e~--~ ~-~,( ~-- Contractor [~tugIc Family ~-]Duplex [~vinl~-r-may I-]~.*-~ [--]Commercial · Applicelion(s) and fee(s) can be brousht to City Hall, Poem 205 or mailex] to hlspection Services, ][~) Box l 128, Oshkosh WI $4901-1128. Cotmucncin§ workwithot~p=,~ii(z) will resukln fees bain§ doubled or $100.00 plus the normal pcrmi~ fee, which ever is greater. OR lf yo~ ~r6 ~ contractor oarrt~ipa~in~ in the Permit ~e~ ,4ccount Swtcm ~.d Aave adequate funds, c~eck he~a ]-lTndustrial Electric Contractor OR ~-~Elec~ric Installation Verification form attached Use / Nature of Work -- S~e Iv~aMrL~d T~e # ' ComI' TTpe ~ ~a~ ~ewer Wa~ Sc~ -- -- 09/02/2003 TUE 10:37 I'll/IIX NO 8346] Fixture Listing Date: July 29, 2004 r-',,\ I ./ Name: JIMS PLUMBING Project: NSFR Street: Street: 2390 HICKORY CT City: City: Non Public Use Fixtures I 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 3 Bathtub, lavatory and water closet - FT group 6.00 10.50 12.00 Hot Cold Total Public Use Fixtures I Ice Maker .00 .50 .50 1 Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00 Hot Cold Total /~ Total Water Supply Fixture Units 11.50 21.50 26.50 17.9 Gallon per minute demand of the building. Predominatly Flush Tank 45.2 Pressure available for uniform loss. For the table use - 46.0 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 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: July 29,2004 ,~ ,/ Project: NSFR Name: JIMS PLUMBING Street: Street: 2390 HICKORY CT City: City: Non Public Use Fixtures Hot Cold Total 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 3 Bathtub, lavatory and water closet - FT group 6.00 10.50 12.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 1 Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00 Total Water Supply Fixture Units 11.50 21.50 26.50 ~ i ./ 17.9 Gallon per minute demand ofthe building. Predominatly Flush Tank 45.2 Pressure available for uniform loss. For the table use - 46.0 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 I. 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 4.5 0 10 16.5 24 34 59 0 0 0 Maximum PM WSFU 0 0 4 5.5 8 19 73 0 0 0 Maximum FT WSFU 5 0 13 24 41 68 171 0 0 0 ~, WATER DISTRIBUTION DATASHEET Date: July 29,2004 .~ / Name: JIMS PLUMBING Project: NSFR Street: Street: 2390 HICKORY CT City: City: 1. 17.9 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.~ Lb loss from a 15.0 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 7.4 ft per sec. 4b. 1.9 Lb loss from a 28.0 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 6.5 ft per sec. 5. 4.8 Lb loss from a 3/4in Meter 6. 46.9 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. ~ 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 9.0 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. 51.0 Ft Developed length from the 34.0 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 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 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 ,~ ) 07/29/2004 06:39 FAX 920 757 6482 JIM'S PLtlMBING iii 0021003 Fixture Listing Dale: CXlober 27, 2003 Name: JIMS PLUMBJNG Slreet: W6166 GREENVtLtF. DR, City: GREENVlLLE, WI. 54942 Project: R03-050 Street: 2390 Hickory Ct City: Oshkosh I) Non Public Use Fixtures I Automatic Clothes Washer tOO 1.00 1.50 1 Dishwashing Mllc:hine 1.00 .00 1.00 4 Hose Bib, 1f2" diameter .00 12.00 12.00 I Kitmen Sink 1.00 1.00 1.50 I Lavatory .50 .50 1.00 3 Bathtub, lavatory and water c1O$et . IT group 6.00 10.50 12.00 Hot Cold Total Total Water Supply Fl:aure Units 9.50 25.00 29.00 19.4 Gallon per minute demand oCme building. predominatly Flush Tank 31.4 Pressure available for uniform loss. For the table use . 32.0 Maxihlun ^Uowable lead for Copper Tube Type M, ASTM B88 Nominal Size 1/2 518 3/4 1 1 1/4 11/2 2 21/2 3 4 A.auall. D. .569 0 .811 LOSS 1.291 1.527 2.009 2.495 2.981 3.935 Value ofe 130 130 130 130 130 130 130 130 130 130 Veloclty In ft per sec, S 8 S g g 8 8 8 8 8 Maximum Opm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum IT WSFU 8 0 17.5 34 60 1'10 270 480 776 1833 ~ j @ rk ...,..::J:.;::: h1 r JU'rr tj AJJ ~ ~ 7/ 'R /0,", 1;()O A..m. /J .J-,.I! ~~ r""~'''n",f'e I ~ ~ ) 07/29/2004 08:39 FAX 920 757 6482 JIM'S PLUMBING 141 003/003 WATER DISTRIBUTION DATASHEET Date: Oclober 27, 2003 Name: IIMS PLUMBING Street: W6166 GREENVILLE DR. Project: R03-oS0 ) Street: 2390 Hickory Ct City: Oshkosh City: GREENVlLLE. WI. 54942 I..--.-.!.M Gallon per minute buiding demand, predominatly Flush Tank. 2. ~ Low pressure at the Main in Street. 3. --1:! Lb loss from a 9.0 ft dilt'erence in elevation from Main in Street to the Water Meter. 48.--2 Lb los& &om a 15.0 1\ 1 1/4" PB Tubing ASTM 3309 walCl' service from the Main in Street to the: curb stop. Pressure loss detemincd using a C value of 1 SO ~ inside diameter of 1. 125 and a velocity of 6.3 fI: per sec. 4b. 1.6 Lb loss &om a %8.0 ft I IW PB Tubing ASTM 3309 water service from the curb stop t(l the Water Meter. - Pressure loss deteminc:d using e. C value of I SO , inside diameter of], 125 and a velooi\)' of 6.3 1\ per sec. s. ----.M tb loss from a 3/4ill Meter 6. ~ Lbs oCpressure available at the Water Meier. This value is entered in (8) below. The (A) value listed below is dctcnnincd by using the fullowing fonnula, then rounding the result up. A - B.(C+D+E) x 100 - F A. --2! Pressure available fur unifonn loss (psill 00 teet of pipe). B. ~ Lbs of pressure available at the Water MeIer. C. ~ Pressure needed fl.t the controlling fixture. master bath shower vlv D. -M Lb loss resulting from a 9.0 ft difference in elevation from the Water Meter to the controlling fixture. E. --:! Lb pressure loss due to a serving the controlling fixture. F. --!!:!! Ft Developed length from the 34.0 ft actuallcngth of piping from the Water Meter 10 the ll()t\lrolling fixture. /~ ) Maximtm Allowable load for Copper Tube Type M~ ASTM 888 Nominal Siz.e 1/2 5/8 314 1 I 114 11/2 2 21/2 3 4 Actual L D. .569 0 .811 1.055 1.29J l. 527 :2.009 2.495 2.981 3.935 Value of C 130 130 130 130 130 130 130 130 130 130 Velocity in ft per see. 8 8 8 8 8 8, 8 8 8 8 MllXimum Gpm 6.S 0 12.5 21.5 32 45 79 111 114 10~ Maximum PM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT wsru 8 0 17.5 34 60 110 210 480 776 1833 /~ }