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Home My WebLink About0083886-Plumbing O b- CITY OF OSHKOSH No 83886 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 2017 SHERIDAN ST Owner JEFF PAULSEN BUILDING & REMODELING Create Date 12/20/2000 Contractor MOREMAN PLUMBING Category 410 - Residential- Interior Plan Bathtub 1 Shower Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 2 Lndry Stndp Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap Res. Sink 1 Disposal Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher Beer Tap Sculry Sink Wash Ftn Water Heater Sump Pump Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use /Nature of Work REMODEL UPPER BATHRM & ADD LOWER 1/2 BATHRM & INSTALL STUDOR VENT ON KIT SNK Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $4,500.00 Plan Approval $0.00 Permit Fees $36.00 Issued By v"✓ Date 01/30/2001 ❑ Permit Voided In the performance of this work, I agree to perform all work pursuant to rules goveming the described construction. Signature Date Agent/Owner Address PO BOX 1325 OSHKOSH WI 54903 - 0000 Telephone Number 231 -9191 Plumbing Permit Work Card Job Address 2017 SHERIDAN ST Permit Number 0 /} �• Yl4. Create Date 12/20/2000 Owner JEFF PAULSEN BUILDING & REMODELIN( Contractor MOREMAN PLUMBING )(pry 410 - Residential- Interior Plan Value $4,500.00 Bathtub / 1 Shower Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain Water Softner Drink Ftn Sery Sink Soda Disp Lavatory // 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet / / 2 Lndry Stndp Clothes Wshr Ice Chest Fir/Wst Sink Int Grease Trap Res. Sink / p Disposal Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher Beer Tap Sculry Sink Wash Ftn Water Heater Sump Pump Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use /Nature of Work REMODEL UPPER BATHRM & ADD LOWER 1/2 BATHRM Size Material Type # Conn.Type // Sanitary Sewer i �_�, ,- ' 3.8 S / V 62/ ._ I ' 17 Storm Sewer 3 p7 c C / /��%"/'/ Water Service r po a 1 OV j _ Date 00 /00 /0000 Type Li Approved ____4 lawim i /L., c ,,L -- �� — •ii.- =— -- - - �� _ _ "- . !'-!gip.. r ,— � ► f �7' r J -r rr * Fixture Listing Date: January 18, 2001 Name: MOREMAN PLBG Project: Street: Street: 2017 SHERIDAN ST City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 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 1 Water Closet, gravity type flush tank .00 2.00 2.00 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 Total Water Supply Fixture Units 4.50 14.00 16.00 11.6 Gallon per minute demand of the building. Predominatly Flush Tank 21.8 Pressure available for uniform loss. For the table use - 22.0 Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 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 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0 I. WATER DISTRIBUTION DATASHEET Date: January 18, 2001 Name: MOREMAN PLBG Project: Street: Street: 2017 SHERIDAN ST City: City: 1. 11.6 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. .8 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 4.8 ft per sec. 4b. 10.9 Lb loss from a 50.0 ft 3/4" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 130 , inside diameter of .745 and a velocity of 8.5 ft per sec. 5. 2.0 Lb loss from a 3/4111 Meter . 6. 31.3 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. 22 Pressure available for uniform loss (psi/100 feet of pipe). B. 31.3 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. MASTER BATH T/S FAUCET D. 6.9 Lb loss resulting from a 16.0 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. 75.0 Ft Developed length from the 50.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 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 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0