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Home My WebLink About0107895-Plumbing (interior)CITY OF OSHKOSH 107895 No OSHKOSHPLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address2485 SHORE PRESERVE DROwnerHAROLD SALZER JRCreate Date03/04/2004 ContractorWELLNITZ PLUMBINGCategoryPlan 410 - Residential-Interior Bathtub1Shower1Ejector/Grind0Dip Well0F Prep Sink0Gar Drain0 Whirlpool0Floor Drain1Water Softner0Drink Ftn0Serv Sink00 Soda Disp Lavatory30Local Waste0Wait. St.0Shamp Sink00 Lndry TrayCoffee Maker Toilet31Clothes Wshr0Ice Chest0Flr/Wst Sink0 0 Lndry Stndp Int Grease Trap Res. Sink11Bidet0Exam Sink0Catch Basin0 Disposal0 Ext Grease Trap Bar Sink010Wash Ftn0 Beer Tap0Sculry Sink Dishwasher RPZ Valve0 Water Heater110Urinal0 Sump PumpDent. Oper.0Hand Sink 0 Eye Wash Statn Site Drain000Standp Rec0 Classrm SinkLab Sink0Plaster Sink Roof Drain000Ice Maker0 Breakrm SinkSterilizer0Surgeons Sink Use/Nature NSFR of Work SizeMaterialType#Conn. Type Sanitary Sewer0 0 0 0 0 Storm Sewer0 0 0 0 0 Water Service0 0 0 0 Parcel Id # 0 1281540000 $0.00Permit Voided Valuation$7,000.00Plan ApprovalPermit Fees$105.00 Issued ByDate05/06/2004 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. Date Signature Agent/Owner Address4810 AMBERWOOD LNAPPLETONWI54915-0000Telephone Number(O)231-7390 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. Plumbing Permit Work Card Job Address 2485 SHORE PRESERVE DR Permit Number 107895 Create Date 03/04/2004 Owner HAROLD SALZER JR Contractor WELLNITZ PLUMBING - ltegory 410 - Residential- Interior Plan Value $7,000.00 thtub 1 1 1 Shower 1 g 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink _ 0 Soda Disp 0 Lavatory I / 1 3 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 11 I 3 Lndry Stndp i 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 Res. Sink 11 Disposal / 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Water Heater 1 1 Sump Pump 1 1 Dent. Oper. 0 Hand Sink 0 Urinal 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 i 0 Use/Nature INSFR of Work Size Material Type # Conn.Type Sanitary Sewer 0 0 0 0 Storm Sewer )e � � /� � "" 0 0 0 0 0 Water Service 0 0 0 0 0 Date Type Underground Rough Ir Inspector WJ (Chip) Callies REQUEST LINECHIP PLEASE INSPECT 5/7/04 • 7 2 3[-s � - s s a 3; 1 p r►i f �Ir Date /Time requested: 5/6/04 02:21 PM Notice Type: Telephone Number: 470 -1031 JOHN Access: PEN Ready Date /Time: 5/4/04 Requested By: WELLNITZ PLUMBING JOHN 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid \tati e 1 02 oivi - ct ts& o Fixture Listing Date: July 20, 2004 Name: WELLNITZ PLBG Project: NSFR Street: Street: 2485 SHORE PRESERVE DR 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 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 8.50 18.50 22.00 15.2 Gallon per minute demand of the building. Predominatly Flush Tank 99.0 Pressure available for uniform loss. For the table use - 99.0 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 7.5 0 18 34 62 112 270 484 776 1835 a7 : 4 . 7 1 1,---"J 7 WATER DISTRIBUTION DATASHEET Date: July 20, 2004 Name: WELLNITZ PLBG Project: NSFR Street: Street: 2485 SHORE PRESERVE DR City: City: 1. 15.2 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. 1.3 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 130 , inside diameter of .995 and a velocity of 6.3 ft per sec. 4b. 2.5 Lb loss from a 50.0 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 5.5 ft per sec. 5. 3.5 Lb loss from a 3 /4in Meter . 6. 47.7 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. 99 Pressure available for uniform loss (psi/100 feet of pipe). B. 47.7 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 5.2 Lb loss resulting from a 12.0 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. 30.0 Ft Developed length from the 20.0 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 WATER CALCULATION WORKSHEET FOR 02 S��`SS _ . -' . /' / 5 Csr'" NAME OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in building in gallons per minute. WSFU's - = (GPM) / " ZP, 2. Difference in elevation from main or extemal pressure tank to budding control valve. (feet) / 3. Size of water meter (when meter is required) 5/8" _, 3/4 ",, 1" _ , 1 -1/2" 2" _ , larger size 4. Developed length from main or external pressure tank to building control valve. (feet) 5 -0 5. Low pressure at main in street or external pressure tank. (psi) v CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) <+ c. 7. Determine pressure loss due to friction in 1 4 • inch • diameter water service. Subtract value of "7" (Water service piping material is ,P P 17 ) subtotal 7 . . 8. Determine pressure Toss due to elevation, , (multiply the value of # 2 above by .434) Subtract value of "8" ,l r 9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal `,-/ / CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ") / B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 4/ 9 4 ° C. Pressure Toss of water meter (when meter is required) Subtract value of "C" 2/ C subtotal 4 ; D. Pressure at controlling fixture. Subtract value of "D" (Controlling fixture is '2 1)5 t �s; � ' " ) f subtotal ' • J) E. Difference in elevation between the building control valve and the controlling fixture in feet / fi X .434 psi/ft. Subtract value of "E" subtotal .3 .‘ - F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Subtract value of "F" (Pressure loss due to subtotal �. G. Developed lengthh fro building control valve to controlling fixture in feet / " X 1.5 Divide by value of "G" r subtotal (Water distribution piping material is _`Gdr't�f ) Multiply by 100 A. Pressure available for uniform loss "A" = c� "� • �:.. SBD -64T9 (R11/96)