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Home My WebLink About0088337-Plumbing (interior) CITY OF OSHKOSH No 88337 PLUMBING PERMIT - APPLICATION AND RECORD I o OSHKOSH ON THE WATER Job Address 2445 HICKORY LN t Owner MIKE ZESSIN Create Date 08/16/2001 Category 410 - Residential-I nterior Plan Contractor O'NEILL ENTERPRISE INC Bathtub 2 Shower Ejector/Grind Whirlpool Floor Drain Water Softner Lavatory 2 Lndry Tray Local Waste - Toilet 2 Lndry Stndp 1 Clothes Wshr - - Res. Sink 1 Disposal 1 Bidet - Bar Sink Dishwasher 1 Beer Tap - Water Heater Sump Pump 1 Dent. Oper. Site Drain Classrm Sink Lab Sink Roof Drain Breakrm Sink Sterilizer Use/Nature of Work Dip Well Drink Ftn Wait. St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink Shamp Sink FlrlWst Sink Catch Basin Wash Ftn Urinal Standp Rec Ice Maker Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $5,800.00 Plan Approval $0.00 Permit Fees Issued By $78.00 Date 08/16/2001 U Permit VOided I In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Address 5575 CTY RD N AgenUOwner PICKETT WI 54964 - 0000 ---'- _ ---J.- Telephone Number 428-4700 589-2007 "::'1' ~~\:' Plumbing Permit Work Card Permit Number 88337 ~'.. JoorAddress 2445 HICKORY LN Owner MIKE ZESSIN ,,/--"'egory 410- Residential-Interior ~dthtub I , t 2 Shower Whirlpool Floor Drain Lavatory I1G. Lndry Tray Toilet U-'-~ Lndry Stndp Res. Sink --L-1 Disposal Bar Sink Dishwasher Water Heater Sump Pump Site Drain Classrm Sink Contractor Plan O'NEILL ENTERPRISE INC Ejector/Grind Dip Well F Prep Sink ~ Water Softner Drink Ftn Serv Sink I Local Waste Wait. St. Shamp Sink ~ Clothes Wshr Ice Chest FlrlWst Sink -------,-- (()1 Bidet Exam Sink Catch Basin ~ Beer Tap Sculry Sink Wash Ftn -----JJ- Dent. Oper. Hand Sink Urinal Lab Sink Plaster Sink Standp Rec Sterilizer Surgeons Sink Ice Maker Roof Drain Use/Nature of Work Breakrm Sink rEW SINGLE FAMILY INTERIOR-PLUMBING - -----c~------~~l Create Date 08/16/2001 Value $5,800,00 Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Size Material Type # Conn.Type K \ t 1) ! '1-/ V I Sanitary Sewer r$ j~ -- c ;;-/ '7 / -~ F () L-- Storm Sewer ("' . " ~j . ~ I .. '. Water Service .~ e~ ~ ~ Date 00/00/0000 Type Inspector U Approved I 61_1 b stfft ~ ~J ~ \ ~~ WL- fY1~ ~ R.~h 3-BG I-KS I-DW l-AW l-LT WATER CALCULATION WORKSHEET FOR 2445 Hickory street 2-HB NAME OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE; 3-BG I-KS I-DW l-AW l-LT WATER CALCULATION WORKSHEET FOR 2445 Hi ckory Street 2-HB NAME OF PROJECT 1\ 1. " , INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE Demand of building in building in gallons per minute. WSFU's 23. 5 = (GPM) 1 6 . 1 2. Difference in elevation from main or external pressure tank to building control valve. (feet) 6 3 I 3. Size of water meter (when meter is required) 5/8" _' 3/4"~, 1" ~. 1-112" _.2"_, larger size 4. 5. Developed length from main or external pressure tank to' building control valve. Low pressure at main in street or external pressure tank. (feet) 1 0 ' (psi) 4 8 .. " CALCULATE WATER SERVICE PRESSURE LOSS 6. 7. Low pressure at main in street or external pressure tank. (valueof# 5 above) Determine pressure loss due to friction in I" inch diameter water service. (Water service piping material is TYPE K Copper) 48 Subtract value of "7" 5.7 42.3 subtotal 8. Determine pressure loss due to elevation, (multiply the value of # 2 above by .434) 4.34 Subtract value of "8" 9. Available pressure after the bldg.' control valve. (enter in "B" below) subtotal 37.96 r CALCULATE THE I'RESSUBE AVAILAQ~F; F9R UN,.FORIVI,LOSS (VALUE OF nAIf) l' B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 37.96 Subtract value of "C" 3 subtotal 34.96 Subtract value of "D" 20 subtotal 14.96 Subtract value of "E" 5.21 subtotal 9.75 C. Pressure loss of waterrru:~t~r (when meter is required) D. Pressure at controlling fixture. (Controlling fixture is ) PBV E. Difference in elevation between the building control valve and the controlling fixture in feet 12 X .434 psi/ft. F. G. (" , .,. A. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. ~ (Pressure loss due to ) Subtract value of "F" ra 9.75 subtotal Developed length from building control valve to controlling fixture in feet 60 X 1.5 90 . 11 Divide bYvalue of "G" subtotal (Water distribution piping rnaterialis Coppe.r /PEX ) Multiply by 100 Pre~sure available for uniform loss nA" = 11 $80 -6479 CRt 1/98) ~- WATER DISTRIBUTION DATASHEET ,Date: December 18, 2001 Name: O'NEILL ENTERPRISE Project: NSFR Street: Street: 2445 HICKORY LN City: City: 1. 16.1 Gallon per minute buiding demand, predominatIy Flush Tank. 2. 54.0 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.~ Lb loss from a 15.0 ft I" 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 6.6 ft per sec. 4b.~ Lb loss from a 63.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 6.6 ft per sec. 5. 3.9 Lb loss from a 3/4in Meter 6. 43.9 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. i'. A = B-(C+D+E) x 100 F A. ~ Pressure available for uniform loss (psill 00 feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. TIS FAUCET-MASTER BATHRM D. ~ 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. 90.0 Ft Developed length from the 60.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Copper Tu~'fyPe M;, .ASTM B88 ~-.."~..~ Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .569 0 .811 1.055 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 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 r,' ,! . ; '", 0, WATER DISTRIBUTION DATASHEET Date: December 18, 2001 r Name: O'NEILL ENTERPRISE Project: NSFR Street: Street: 2445 HICKORY LN City: City: 1. 16.1 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 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.~ 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 6.6 ft per sec. 4b.~ Lb loss from a 63.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 6.6 ft per sec. 5. 3.9 Lb loss from a 3/4in Meter 6. 43.9 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. ~, f. : A. -----1! Pressure available for uniform loss (psill 00 feet of pipe). A = B-(C+D+E) x 100 F B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. TIS FAUCET-MASTER BATHRM D. ~ 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. 90.0 Ft Developed length from the 60.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (Pel.) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 Value ofC 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 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 4 8 11.5 21.5 35 58 142 0 0 0 1"-'.',,', p . ,\ ',- Fixture Listing rDate: December 18, 2001 Name: O'NEILL ENTERPRISE Project: NSFR Street: Street: 2445 HICKORY LN 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 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 3 Bathtub, lavatory and water closet - FT group 6.00 10.50 12.00 Total Water Supply Fixture Units 10.00 19.50 23.50 16.1 Gallon per minute demand of the building. Predominatly Flush Tank 20.8 Pressure available for uniform loss. For the table use - 21.0 Maximun Allowable load for Coppe@eType 1M,! ASTM B88 .r"'. " I I, Nominal Size 1/2 5/8 3/4 1 1 1/4 11/2 2 21/2 3 4 Actual I. D. .569 0 .811 1.055 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 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 r\ ~ .." Fixture Listing Date: December 18, 2001 r\i Name: O'NEILL ENTERPRISE Project: NSFR Street: Street: 2445 HICKORY LN 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 I Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 3 Bathtub, lavatory and water closet - FT group 6.00 10.50 12.00 Total Water Supply Fixture Units 10.00 19.50 23.50 16.1 Gallon per minute demand of the building. PredominatIy Flush Tank 20.8 Pressure available for uniform loss. For the table use - 21.0 Maximun Allowable load for Crosslinked Polyethylenif(P~xffublng ASTM F876 f\ Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1,263 1.653 0 0 0 Value ofC 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 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 4 8 11.? 21.5 35 58 142 0 0 0 ../ c?3,5 ~ J1, :: r~