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Home My WebLink About0110820-Plumbing (interior) CITY OF OSHKOSH OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER JobAddress 2733 MINERVA ST Owner DEWEY HOMES INC Contractor P&S PLUMBING Category 410- Residential-Interior No 110820 Create Date 08/06/2004 Plan Bathtub 2 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 2 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 2 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 1 Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 Use/Nature NSFR/New Single family plumbing. 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 $5,200.00 Plan Approval $0.00 Permit Fees $98.00 ~ Permit Voided Issued By Parcel Id # 1230170000 Date 09/29/2004 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 PO BOX 2153 APPLETON WI 54912 - 2153 Telephone Number 920-722-5035, 920-7~ 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. Fixtut e Listing Date: November 1, 2004 Name: P & S PLUMBING Project: NSFR Street: Street: 2733 MINERVA ST 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 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 7.00 15.50 18.50 13.1 Gallon per minute demand of the building. Predominatly Flush Tank 19.8 Pressure available for uniform loss. For the table use - 20.0 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 0 18 34 62 112 270 484 776 1835 R 9 2. 5 3, o _ g 5 � i WATER DISTRIBUTION DATASHEET Date: November 1, 2004 Name: P & S PLUMBING Project: NSFR Street: Street: 2733 MINERVA ST City: City: 1. 13.1 Gallon per minute buiding demand, predominatly Flush Tank. 2. 34.0 Low pressure at the Main in Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in Street to the Water Meter. 4a. 4.2 Lb loss from a 63.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 130 , inside diameter of .995 and a velocity of 5.4 ft per sec. 4b. .0 No 2nd part water lateral. 5. 2.6 Lb loss from a 3 /4in Meter . 6. 27.2 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. 20 Pressure available for uniform loss (psi /100 feet of pipe). B. 27.2 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 4.3 Lb loss resulting from a 10.0 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 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 0 18 34 62 112 270 484 776 1835 WATER CALCULATION WORKSHEET FOR 2 t7 3 3 11 i Al f NAME/ADDRESS OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in gallons per minute. WSFU's / 9 = (GPM) / '7 2. Difference in elevation from main or external pressure tank to building control valve. (feet) i 3. Size of the water meter. (When applicable) 5/8" _, 3/4" t'1" _, 1 -1/2" , 2" , 3" , 4" , 6" . 4. Developed length from main or external pressure tank to building control valve. (feet) 5. Low pressure at main in street or external pressure tank. (psig) !.(J CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) 7. Water service diameter is . Material is /1 e Pd ("A . Pressure loss per 100 ft = 5 '75 X , 1 & (decimal equivalent of service length, i.e.; 65ft = .65) 5 . / 1 S (Subtract line 7. from line 6.) subtotal 2 , a 8. Determine pressure gain or loss due to elevation, (multiply the value of # 2 above by .434) value of "8" -- 9. Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B ".) subtotal 2- 82 j CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ") B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 27, 1C2-S - C. Pressure loss of water meter (when meter is required or installed) Value of "C" 3 , (Subtract line C. from line B.) subtotal 2 , S D. Pressure at controlling fixture. Value of "D" (Controlling fixture is w ' C. (Subtract the value of D.) subtotal / ' kZ E. Difference in elevation between the building control valve and the controlling fixture in feet / 0 X .434 psi /ft. Value of "E" L �, 3 (Subtract the value of E.) subtotal / 41, F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Value of "F" - e- (Pressure loss due to (Subtract the value of F.) subtotal / "I k) G. Developed length from building control valve to controlling fixture in feet 5 X 1.5 Value of "G" '1 (Divide by the value of G.) subtotal , / 3 / (Water distribution piping material is r1 /1 eaAb( ) Multiply by 100 A. Pressure available for uniform loss "A" _ 1 1, 3) SBD -6479 (R8/02) Table 82.40 - 6 1" - 34.0 w.s.f.u. 3/4" - 18.0 w.s.f.u. 1/2" - 7.0 w.s.f.u. Fixture #Fixtures w.s.f.u. total w.s.f.u. Icemaker 1 0.5 0.5 1/2" Hose Bib 2 3.0 6.0 Kitchen Sink 1 1.5 1.5 Dishwasher 1 1.0 1.0 Automatic Washer 1 1.5 1.5 Bathtub. Lay. Toilet 2 40 80 18.5 w.s.f.u.