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Home My WebLink About0075464-Plumbing (interior)OSHKOSH ON THE WATER Job Address 805-815 KEENVILLE LA Contractor LARRY HANSEN PLBG Bathtub 2 Shower Whirlpool Floor Drain Lavatory 4 Lndry Tray _ Toilet 4 Lndry Stndp _ Res. Sink 2 Disposal _ Bar Sink Dishwasher _ Water Heater 2 Sump Pump _ Site Drain Classrm Sink _ Roof Drain Breakrm Sink Use/Nature of Work Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation Issued By $11,110.00 Plan Approval $0.00 Permit Fees $104.00 ermi of e Date 02/14/2000 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date AgenUOwner Address N-1044 TOWER VIEW DR GREENVILLE WI 54942 - 0000 Telephone Number (C)851-6863 CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner CLASSIC HOMES BY KUBA Category 410 -Residential-Interior 2 Ejector/Grind Dip Well F Prep Sink 2 Water Softner Drink Ftn Serv Sink Local Waste Wait. St. Shamp Sink 2 Clothes Wshr Ice Chest Flr/Wst Sink 2 Bidet Exam Sink Catch Basin 2 Beer Tap Sculry Sink Wash Ftn 2 Dent. Oper. Hand Sink Urinal Lab Sink Plaster Sink Standp Rec Sterilizer Surgeons Sink Ice Maker No 0075464 Create Date 12/02/1999 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap ~ c~ ~-i , Plumbing Permit Work Card ~y Job 4r'dr~ss 805-815 KEENVILLE LA Permit Number 6999A@® ~ ~~ Owner CLASSIC HOMES BY KUBA Contractor LARRY HANS EN PLBG_ category ~ IC `" ~ ~ 'v' l 4'l Plan _htub /,~ Shower `~. Ejector/Grind Dip Well F Prep Sink Whirlpool Floor Drain ~ Water Softner Drink Ftn Serv Sink Lavatory ~' y- Lndry Tray Local Waste Wait. St. Shamp Sink Toilet i ;' ~-~-- Lndry Stndp ,1;~ Clothes Wshr Ice Chest FIrNVst Sink Res. Sink f ~ Disposal i~~ Bidet _ Exam Sink Catch Basin 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 ~..c,v ~ t~ - k. ~g a~~ a~` 'pproved Create Date 12/02/1999 Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap ~ ~/s 9~~~ I ~~ 3srk Date 00/00/0000 Type Inspector WATER CALCULATION WORKSHEET ~~Q,,~,s' ~' ~ ~~d ~ r S Information Needed for Water Service Sizing Q~.~l~.o~~ 3 1. a ~ Demand of building in gallons per minute. wsF v • 2. ~ Low pressure at main in street (or at external pressure tank). 3. ~~ Difference in elevation from main to meter (or external pressure tank to butldipg•~ control valve). 4. 3~ Size of water meter (if applicable). S. ~,~ Developed length from main to meter (or external pressure tank to building control valve). You Must First Find the Available Pressure After the Water Meter (or at building control valve). To obtain this pressure, you must: G. _ [ c~ Find pressure loss due to friction in ~ inci~ water service. 7. `~ Find pressure loss due to elevatlon, main to meter (or external pressure tank to bullding control valve). Multiply the difference in elevation by .434 p.s.i./ft. 8. s~- 5 Find pressure loss due to meter. (from manufacturer or AWWA). 9. ~~ubtract the loss due to friction (Step 6), loss due to elevation (Step 7), and loss due to meter (Step 8) from the low main pressure (or low pressure at external pressure tank). This calculation is the available pressure after the water meter (or• at the building control valve). This answer is entered in Line B, below. Information Needed for Water Distribution Sizing Using the following formula, find the pressure available for uniform loss (p.s.i/100' of pipe) A=B-(CAD+E~x l00 WHERE: F A. Pressure available for uniform loss (p.s.i./100' of pipe). B. .3- ~ Available pressure after water meter (at the building control valve or low pressure at internal pressure tank). (See item 9, above). C. v~0 Pressure needed at controlling fixture. D. .5=~ Difference in elevatlon between water meter (building control valve or internal pressure tank) and controlling fixture in feet ,~ x .434 p.s.i./f t. E. ~~ Pressure loss due to water softeners, water treatment devices instantaneous water heaters and backflow preventers. Conventional water heaters usually do not have a pressure'loss. 3 T j-- .._ ~ ~" F. Developed length from water meter burl ling control valve or inte~f~ ~ ~re . tank) to controlling fixture in feet ~Sx 1.5. With pressure available for uniform loss, go to applicable table for distribution sizing. .CRU--G479 !R. 08/88) WATER DISTRIBUTION DATASHEET Date: May 19, 2000 Name: LARRY HANSEN PLUMBING Project: Street: City: Street: 805-815 KEENVILLE LN City: 1. 22.0 Gallon per minute buiding demand, predominatly Flush Tank. 2. 59.0 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. 2.6 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 9.1 ft per sec. 4b. 7.9 Lb loss from a 45.0 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 130 ,inside diameter of .995 and a velocity of 9.1 ft per sec. 5. 7.3 Lb loss from a 3/4in Meter 6. 41.3 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. 43 Pressure available for uniform loss (psi/100 feet of pipe). B. 41.3 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE-MASTER BATH 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. 37.5 Ft Developed length from the 25.0 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 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET Date: May 19, 2000 Name: LARRY HANSEN PLUMBING Project: NSFR Street: City: Street: 805-815 KEENVILLE LN City: 1. 12.5 Gallon per minute buiding demand, predominatly Flush Tank. 2. 59.0 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. .9 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 130 ,inside diameter of .995 and a velocity of 5.2 ft per sec. 4b. 2.8 Lb loss from a 45.0 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 130 ,inside diameter of .995 and a velocity of 5.2 ft per sec. 5. 2.3 Lb loss from a 3/4in Meter 6. 53.0 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. 75 Pressure available for uniform loss (psi/100 feet of pipe). B. 53.0 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE-MASTER BATH 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. 37.5 Ft Developed length from the 25.0 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 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833 Fixture Listing Date: May 19, 2000 Name: LARRY HANSEN PLUMBING Street: City: Project: NSFR Street: 805-815 KEENVILLE City: Non Public Use Fixtures Hot Cold Total 2 Automatic Clothes Washer 2.00 2.00 3.00 2 Dishwashing Machine 2.00 .00 2.00 4 Hose Bib, 1/2" diameter .00 12.00 12.00 2 Kitchen Sink 2.00 2.00 3.00 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 2 Shower Stall, lavatory and water closet FT -group 3.00 6.00 7.00 Total Water Supply Fixture Units 22.0 Gallon per minute demand of the building. Predominatly Flush Tank 42.8 Pressure available for uniform loss. For the table use - 43.0 13.00 29.00 35.00 Maximum 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 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833 Fixture Listing Date: May 19, 2000 Name: LARRY HANSEN PLUMBING Street: City: Project: NSFR Street: 805-815 KEENVILLE 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 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 1 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50 Total Water Supply Fixture Units 12.5 Gallon per minute demand of the building. Predominatly Flush Tank 74.1 Pressure available for uniform loss. For the table use - 75.0 6.50 14.50 17.50 Maxmmun 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 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833