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Home My WebLink About0109667-Plumbing (interior)OSHKOSH ON THE WATER .lob Address 2010 MINERVA ST Contractor LARRY HANSEN PLBG CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner CLASSIC HOMES BY KUBA LTD Category 410 - Residential-Interior No 109667 Create Date 07/29/2004 Plan Bathtub 2 Shower 1 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 3 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 NSFR 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 $6,600.00 Plan Approval $0.00 Permit Fees $112.00 ~ Permit Voided Issued By Parcel Id # 1213220000 Date 07/29/2004 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 N-1044TOWER VIEW DR GREENVILLE WI 54942 - 0000 Telephone Number 920-757-6863 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. Fixture Listing Date: August 5, 2004 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2010 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 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 7.6 Pressure available for uniform loss. For the table use - 8.0 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 3.5 0 9.5 19.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 0 6.5 17 39 144 374 731 1835 Maximum FT WSFU 3.5 0 12.5 29 62 112 270 484 776 1835 2 ) WATER DISTRIBUTION DATASHEET Date: August 5, 2004 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2010 MINERVA ST City: City: 1. 15.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 45.0 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. 6.9 Lb loss from a 25.0 ft 3/4" 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 .745 and a velocity of 11.2 ft per sec. 4b. 3.2 Lb loss from a 65.0 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. 31.4 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. 8 Pressure available for uniform loss (psi/100 feet of pipe). B. 31.4 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE - MASTER BATH D. 3.5 Lb loss resulting from a 8.0 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. 105.0 Ft Developed length from the 70.0 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 3.5 0 9.5 19.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 0 6.5 17 39 144 374 731 1835 Maximum FT WSFU 3.5 0 12.5 29 62 112 270 484 776 1835 08/86/2004 11:06 9287575807 HANSEN PLLINIBING INC PAGE 02 WATER DISTRIBUTION DATASHEET Date: August 4, 2004 Nance: Cluusi Homcs Pmt Street: 199 Cherry Park Ct. ... _ Street: 2010 Minerva 5t. City: Oshkosh City: Oabkash — I 15.2 Gallon per minute buidnng demand, pealomin.Uy Flush Tank. 2. 44 law pressure at the Main in Street. 3, 24 Lb loco Ban a ¢ ft difference in elevation from MAIM in Street to the Water Meter. 4a. 1, Lb toss from a 65.0 ft 1 1/4" PH Tubing ASTM 3309 water service from the Main in Street to the Water Meter. Mature loss ddemiaed using a C vat a of 150 , inside diameter of 1.125 and a velocity of 4.2 ft per eft. 4b. .0 No 2nd pact water lateral. 5. 2.6 Lb loom from a 3/4in Maser . 6. 35.0 Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is detana ned by using the following formula, then rounding the result up. A �C +D+E) x 100 A. 14 Pressure available for tmifonnt loss (psi/100 feet of pipe). B. 38.0 1.M Oman= available at the Water Meter. C. 20.0 Picture needed at the controlling fixture. PB T -SH valve D. 3,3 Lb loss resulting from • 5 ft difference in devotion from tie Water Meer to the controlling fixture. E. .0 Lb pressure loss due to • no pressure loss devices se vint the controlling flame. F. 103.0 Ft Developed length from the 79:00 ft actual length of piping from the Water Meter to the controlling firamre. Maximo Allowable load for Copper Tube Type M, ASTM 888 Nominal Size 1/2 5/8 3/4 1 1 114 1 1/2 2 2 1/2 3 4 Actual 1. D. .569 1 0 .811 1.05r . 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 pm sec. 8 8 8 8 8 8 8 8 r 8 8 Maximum Gpm 5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4,5 7 17 39 144 374 731 1833 Maximum FT WSFU 6 0 18 34 62 112 270 484 776 1835 08/06/2004 11:06 9207575807 HANSEN PLUMBING I NC PAGE 03 Fixture Listing Dee: Moist 4, 2004 Nana: Chem is Homes Pte Street: 199 Chary Park Ct Street; 2010 Miaxrva Si, City Oatt.oah City: Oshkosh 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 1 Glass Filler .00 ,50 .50 2 Hole 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, levatOty and water closet FT - group 1.50 3.00 3.50 Taal Wrier Supply Fixture Units 8.50 18.50 22.00 15,2 Gallen per minute demand of the building. Predotninsdy Flush Tank 13,8 Pressure available for uniform lose. For the table use - 14.0 Maximum Apowable bad for Copper Tube Type M, ASTM 1118 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual 1. D. ^ .569 0 .811 1.055 1.291 1.527 2.009 t 2.493 2.981 3.935 value of C 150 150 150 150 150 150 150 150 150 150 Velocity in R pet sec. 8 11 8 il 8 8 8 8 8 8 Maximum Gpm 5 0 12.5 21.5 32 45 79 121 174 303 Mszimutn FM WSFU 0 0 4,5 7 17 39 144 374 731 1835 Maximum FT WSFU 6 0 18 34 62 112 270 484 776 1835