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Home My WebLink About0074765-Plumbing (interior) CITY OF OSHKOSH No 0074765 OSHKOSH PLU MBING PE RMIT -APPLICATION AND RECORD ON THE WATER Job Address 825-835 KEENVILLE LA Owner CLASSIC HOMES BY KUBA Create Date 10/22/1999 Contractor LARRY HANSEN PLBG Category 410 -Residential-Interior Plan Bathtub 2 Shower 2 Ejector/Grind ' Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain 2 Water Softner Drink Ftn Serv Sink Soda Disp Lavatory 4 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 4 Lndry Stndp 2 Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap Res. Sink 2 Disposal 2 Bidet ' Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher 2 Beer Tap ~ Sculry Sink Wash Ftn Water Heater 2 Sump Pump 2 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 NEW DUPLEX Size Sanitary Sewer Storm Sewer Water Service Type # Conn. Valuation $11,110.00 Plan Approval $0.00 Permit Fees $104.00 Issued By Permit Voided Date 12/13/1999 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature ' Date Agent/Owner Address N-1044 TOWER VIEW DR GREENVILLE WI 54942 - 0000 Telephone Number (C)851-6863 ~ ~` ~~ panaddy ~~ ~~/~~ ~ ~/~, i ~ '~"~- yj~ ~~! w~jr o ~' ,'/~ ~6 6 ~6 6 ~~ ~ ~ ~ lel~a;eW ~o;aadsul ad~Cl 0000/00/00 a;ea ad~(1•uuoa # ad~(1 • .~~--x ~__..., ~aN-aS woo;S ~amaS tie;!ueS az!S X31df14 M3N ~I~oM to a~n;eN/ash deal asea~~;x3 deal asea~~;ul aa~eyy aa}yo~ dsla epos u!e~d~ ~ ee-eS~Q p ~c/'1~/~O anlen 666L2Z/06 a;ea a;ea~~ veld JBId N3SNdH .1i12iM ~o;ae~;uo~ C!~ I~AQpgeO ~agwnN;!uuad pae~ .IOM;iw~ad Buigwnld ~a~eyy aal ~IuIS suoaB~nS ~azlll~a;S ~lu!S w~~ea~e ule~Q;ooa aaa dpue;S AuIS ~a;seld ~lu!S qel ~uIS w~ssel~ u!e~a a3!S leul~~ ~lulS pueH •~adp •;uaa ~1 dwnd dwnS .~~ ~a;eaH ~a;eM u;d 4SeM ~lu!S ~+InoS del ~aa8 --Z ~ ~aysenn4s!Q ~lu!S Jeg u!seg yo;e~ ~IuIS wex3 3ap!8 ~ lesodsld C~ / Sul sa S' b ~u!S ~sM/~Id ;sa4~ aol ~ysM sa4;old '~ ~ dPu;S tiPul ~, ;al!ol ~IuIS dweyS •3S •31eM a;seM leao~ ~eJl tipu~ ~~ ~ iUo;ene~ ~lulS n,iaS u;d ~ul~p ~auuoS ~a;eM ~ u!e~d ~oold loodl~!yM ~u!S dad d IIaM d!a Pu!~JNo~af3 --L~ aaN-oyS -~ gn34 /5' ~ ~ ~/ ~ 1 V /l W aa!n~aS ~a;eM ~~~ ~oua;ul-lenuaplsa~{ - 0 q /GoBa;eJ tf8fl~i .l8 S3WOH OISSb'lO ~aump 'd'i 3lll/1N3371 6E8-4Z8 ssa~PPt/ q~f WATER CALCULATION WORKSHEET t~~4SS ~ G ~~o ~ r S Fs'a2.5-- ~3 S`~~~ ~w~~ ~~C Information Needed for Water Service Sizing Q~~~~.os4 3 l . 02 ~ Demand of building in gallons per minute. cvsF 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 building•~ control valve). 4. ~l~ Size of water meter (if applicable). 5. _~~ Developed length from main to meter (or external pressure tank to building control valve). You Must First Find the Available Pressure Aftcr the Water Meter (or at building control valve). To obtain this pressure, you must: 6. ~~ Find pressure loss due to friction in ~ inch water service. 7. ~~ Find pressure loss due to elevation, main to meter (or external pressure tank to building control valve). Multiply the difference in elevation by .434 p.s.i./ft. 8. ~-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 Llne 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-(C+D+E)x 100 WHERE: , p 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. ~a Pressure needed at control,l-.ng fixture. D, ,5=~ Difference in elevation between water meter (building control valve or internal pressure tank) and controlling fixture in feet ,~ x .434 p.s.i./ft. 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. F. 3 7,~Developed length from water meter burl ing control valve or internal pressure tank) to controlling fixture in feet .~sx 1.5. With pressure available for uniform loss, go to applicable table for distribution sizing. SRD-6479 (R. 08/88) ~: ~i H h P~ a `, ~ o~ ~ w ~ ~ a I ~ ~ n Z c n ...,nom.. .. ~-~,.rw ^+T CCarYr .............. ze d Cn~.4c7frtt7R oA:f,7 Cff,7LLLI.LL. Fixture Listing Date: August 31, 2000 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 825-835 KEENVILLE LA City: ' City: Non Public Use Fixtures Flnt C nlrl Tntal I Automatic Clothes Washer I.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 ', 6.50 14.50 17.50 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 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: August 31, 2000 Name: LARRY HANSEN PLUMBING Street: City: City: 1. 12.5 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. .9 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 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 1 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 Project: NSFR Street: 825-835 KEENVILLE LA WATER DISTRIBUTION DATASHEET Date: August 31, 2000 Name: LARRY HANSEN PLUMBING Project: NSFR Street: ' Street: 825-835 KEENVILLE LA City: City: 1. 22.0 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 Building Control Valve. 4a. 2.6 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 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 Building Control Valve. Pressure loss detemined using a C value of 130 ,inside diameter of .995 and a velocity of 9.1 ft per sec. 5. .0 No water meter. 6. 48.5 Lbs of pressure available at the Building Control Valve. 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. 48.5 Lbs of pressure available at the Building Control Valve. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE-MASTER BATH D. 9.5 Lb loss resulting from a 22.0 ft difference in elevation from the Building Control Valve to the controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 87.0 Ft Developed length from the 58.0 ft actual length of piping from the Building Control Valve 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833 Fixture Listing Date: August 31, 2000 Name: LARRY HANSEN PLUMBING Street: City: Project: NSFR Street: 825-835 KEENVILLE LA 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 ', 13.00 29.00 35.00 22.0 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 Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 1 11/4 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833