The URL can be used to link to this page

Home My WebLink About0111565-Plumbing (interior) e CITY OF OSHKOSH No 111565 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1140 JUDY LEE DR Owner RUSCH HOMES LLC Create Date 10/07/2004 Contractor PLUMBING CONTRACTOR SPECIALISTS, LLC Category 410 - Residential-Interior Plan Bathtub 2 Shower 0 Ejector/Grind 0 Dip Well 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 2 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 - - - - - - Toilet 2 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 Flr/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 Sculry Sink 0 Wash Ftn 0 RPZ Valve 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 Parcelld # 134250440 $98.00 U Permit Voided I Valuation $5,400.00 Plan Approval $0.00 Permit Fees Issued By Date 11/09/2004 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 Address 1226 CHELSEA CT Agent/Owner MENASHA WI 54952 - 0000 Telephone Number 920-749-9121 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. ~~ q f "-'~ (,..../'I'r r....--~t{¡.C" WATERCALCULATIONWORKSJiEETFOR k?ClSoI.. It /¡t/ .z: It .~. ',NFORMATION REQUIREDTO CALCULATE WATER SERVICE SIZE ----- .:r..5 1. Demand of building In gallons per minute. WSFU's 2/ = (GPM) /¥-b 2. Difference in elevation from main or external pressure tank to building control valve. (feet) - 3. Size Of the water meter. (When applicable) 5/8" ~ 3/4" 2S. 1" -, 1-1/2" ~2" _,3" _,4" -,6" -' 4. Developed length from main or external pressuretankto building control valVe. (feat) 3 S- 5, Low presslJre at main in s1reet or e~mal pressure tank. (psig) 5:5 ~ CALCULATEWATERSER~CEPRESSURELOSS 6, Low pressure at main in street or external prOOsurð tank. (value of # 5 above) Water service diameter is I" .Materialis Pðly&yl_t!.- , Pressure loss per100ft= IZ.S' Ibs.X . j!;' (decimale(¡uiVatentofservicelenglh,i.e.;65ft=.65) '7,37Ç" (Subtract line 7. from line 6.) subtotal ~B63 ~3 7. 8. Determine pre~ure gain or loss due to elevation, (multiply the value of # :;> above by .434) value of "8" 9, Available pressure after the bldg. controi valve. (Subtract or add line 8, Enter in "6",) subtotal ~ CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LoSS(VALUE OF "A") B, Available pressure afterthe bldg. control valve. (from "9" above) Value of "8" '18.63 ~ ~ C. Pressure loss of water meter (when meter is required or installed) Value of "C" (Subtract line C. from line B.) sul:l1otal '[;.¡; '3 D. Pressure at controlling fixture. Value of"D" 2-0 (Controlling fixture is /)I'e$fu~ bt:t'a..¿~ JH ¡ ~; "j) dl5:' 3 ' I/ð("e. (Subtract the value of D.) subtotal E. Differencein elevation between the building control valve 3/1t and the controlling fixtUre in feet ~ X .434 psi/ft. Value of "En (Subtract the value of E.) subtotal ~{, 7, F. Pressure loss due to water tre:itment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. (Pressure t~ due to ¡r/ A ) (Subtract the value of F.) Value of "F" subtotal ÔlI. 72.. G. Developed lengll} ~ bUilding control valve ~ controlling fixture in feet~ X 1.5 .. ..... å',O Value of "G" ~ subtotal . 3;;J9 / Multi:ily by .......12fL "AU = ~r\ 3' (Water distribution piping materia! is ~ ... M. .. (Divide by the value of G.) A. Pressure available for uniform loss "2.h .91t-t" to. 7.S Ie,. 0 3'-1.0 ~.s: 2..~ ~d WOI£Þ:¿0 S00G 60 'q"cJ ~G~6-6Þ¿-æ6: 'ON XOIcJ : WOdcJ Fixture Listing Date: February 9, 2005 Name: PCS Project: NSFR ~ Street: Stroet: 114 lUflY LB$ D~ City: City: Non Public Use Fixtures ..,~.,. iu~ai 1 Automatic Clothes Washer 1.00 1.00 1.50 1 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 1 Kitchen Sink 1.00 1.00 1.50 1 Lavatory .50 .50 1.00 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 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 10.50 20.50 25.00 17.0 Gallon per minute demand of the building. Predominatly Flush Tank 32.1 Pressure available for uniform loss. For the table use - 33.0 Maxmmun 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 g g g g g 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 31 - .3 .~ ~~ 3 ~~ ~,.~ 3 s' ~1 ~~ 1~ WATER DISTRIBUTION DATASHEET Date: February 9, 2005 Name: PCS Street: City: Street: 1140 JUDY LEE DR City: 1. 17.0 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. 1.3 Lb loss from a 16.0 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 7.0 ft per sec. 4b. 2.3 Lb loss from a 37.0 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 6.2 ft per sec. 5. 4.3 Lb loss from a 3/4in Meter 6. 45.1 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. 33 Pressure available for uniform loss (psi/100 feet of pipe). B. 45.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET D. 3.9 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 no pressure loss devices serving the controlling fixture. F. 66.0 Ft Developed length from the 44.0 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