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Home My WebLink About0087330-Plumbing (interior) ~'e OSHKOSH ON THE WATER Job Address 3200 MOCKINGBIRD WAY CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD No 87330 Category 410 - Residential-I nterior Owner GILBERT & CYNTHIA FRANK Plan Create Date 03/26/2001 Contractor LARRY HANSEN PLBG Bathtub 2 Shower 2 Ejector/Grind - Whirlpool Floor Drain 1 Water Softner Lavatory 4 Lndry Tray 1 Local Waste - Toilet 4 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 NSFR 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 Conn. Type Sanitary Sewer Storm Sewer Water Service Type # Valuation $8,414.00 $0.00 Permit Fees Plan Approval Issued By r $126.00 Date 07/06/2001 D Permit Voided I Signature In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Date Address N-1044 TOWER VIEW DR Agent/Owner GREENVILLE WI 54942 - 8683 Telephone Number (C)851-6863 . , Plumbing Permit Work Card Job Address 3200 MOCKINGBIRD WAY Permit Number 0{l7~) Create Date 03/26/2001 Owner GILBERT & CYNTHIA FRANK Contractor LARRY HANSEN PLBG Category 410 - Residential-Interior Plan Value $8,414.00 Bathtub 2 Shower 2 Ejector/Grind Dip Well F Prep Sink Gar Drain - - - - - - Whirlpool Floor Drain 1 Water Softner 1 Drink Ftn Serv Sink Soda Disp - - - - - - Lavatory 4 Lndry Tray 1 Local Waste Wait. St. Shamp Sink Coffee Maker - - - - - - Toilet 4 Lndry Stndp 1 Clothes Wshr Ice Chest FlrlWst Sink Int Grease Trap - - - - - - Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap - - - - - - Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn - - - - - Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal - - - - - Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec - - - - - Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker - - - - - Use/Nature I NSF" I of Work Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Date 05/07/2001 Type Rough In Inspector WJC ~ Approved Date 05/07/2001 Type Underground Inspector WJC ~ Approved 7!6!6( F Job Address 3200 MOCKINGBIRD WAY Owner GILBERT & CYNTHIA FRANK egory 410 - Residential-Interior bdthtub ;2- Shower Whirlpool Floor Drain Lavatory ~ Lndry Tray Toilet 1- LndryStndp Res. Sink --L Disposal Bar Sink Dishwasher Water Heater ----1- Sump Pump Site Drain Classrm Sink Roof Drain Breakrm Sink Use/Nature of Work Plumbing PermitWork Card Permit Number 0 g 7330 Contractor LARRY HANSEN PLBG Plan :J-- Ejector/Grind Dip Well F Prep Sink I Water Softner -L Drink Ftn Serv Sink / Local Waste Wait. St. Shamp Sink -L Clothes Wshr Ice Chest FlrlWst Sink --L Bidet Exam Sink Catch Basin -----L Beer Tap Sculry Sink Wash Ftn --L Dent. Oper. Hand Sink Urinal Lab Sink Plaster Sink Standp Rec Sterilizer Surgeons Sink Ice Maker I NSF" / Create Date 03/26/2001 0..'0' Value 67'1, ,tJ {) .$G:-OO'" Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Conn. Type Size Material # (1.\ l.Jt & .i~( TYl?e Sanitary Sewer r ~0' bJ Storm Sewer ( < fI \ I I\, Water Service . U Approved Date 00/00/0000 Type Inspector ~ 1 ~1 [~/HtW, 1 -/\ (wtt/c.~)(-t?/yl ./0vt; \.- j ~/'1'! t) ( =QR JATE WHILE YOU ~/ERE AWAY V #1 ~lf'- T11'f 2; &?] /D~Yo_ __ L~~7 7~-69b3~ AM PM 1 JF PLEASE CALL WILL CAlL AGAIN URGENT SPECIAL ATTENTION ti&- \ 5 I GNEn .-'J '.1) .~ c;.Lt 0 r' Fixture Listing .J' .il,- Date: June 15,2001 Project: NSFR ~, ) Name: LARRY HANSEN PLUMBING Street: Street: 3200 MOCKINGBIRD WAY City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 2 Bathtub, with or without shower head 3.00 3.00 4.00 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 4 Lavatory 2.00 2.00 4.00 2 Shower, per head 2.00 2.00 3.00 4 Water Closet, gravity type flush tank .00 8.00 8.00 Total Water Supply Fixture Units 11.00 24.00 30.50 20.2 Gallon per minute demand of the building. PredominatlyFlush Tank 20.0 Pressure available for uniform loss. For the table use - 20.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 .~ , Nominal Size 1/2 5/8 3/4 1 1 1/4 I 1/2 2 21/2 3 4 Actua11. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 ."j '1;. ~) WATER DISTRIBUTION DATASHEET ~ Date: June 15,2001 Project: NSFR ,~ J / Name: LARRY HANSEN PLUMBING Street: Street: 3200 MOCKINGBIRD WAY City: City: 1, 20.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 63.0 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. 2.2 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 8.3 ft per sec. 4b.~ Lb loss from a 50.0 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 8.3 ft per sec. 5. 2.3 Lb loss from a lin Meter 6. 51.0 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. ~ Pressure available for uniform loss (psi/I 00 feet of pipe). " J B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PRSR BLNC SHWR VAL VE-MASTER BATH D. ~ Lb loss resulting from a 12.0 ft difference in elevation from the Water Meter to the controlling fixture. E. 15.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 54.0 Ft Developed length from the 36.0 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 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 ofe 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 ~. ,.i 06/07/2001 17:25 9207575807 HANSEN PLUMBING IIfIIIS',1t fJ/~J,-r ~"". WATER CALCULA11'ON WORKSHEET /"\, Information Needed for Water ServIce Sizing \.i1l. ;'/.71 Demand of building In gallons per minute. ? f- 5 L'" 2. · ~ Low pressure at main In street (or at external pressure tank). , . l;" J: '.' ~ Difference In elevation from main to meter (or external pressure tank to buUcU"g' , control vaJve). v4. -1- Size of water meter (If applicable). ""S;-. t./J.. Developed length from main to meter (or external pressure tank to bundlng control valve). j /' You Must First FInd the Available Pressure After the Water Meter (or at building control valve). To obtain this pressure. you must: 6. .<f. Find pressure loss due to fr\cHon in --L- inch water service. 7. . ""~ Find pressure loss due to elevation. main to meter (or external pressure tank to bunding control valve). Multiply the dlrference In elevation by .434 p.s.l.lft. :l.. 8. ~ Find pressure loss due to meter. (from manufacturer or AWWA). I" 9. 5C>-~ Subtract 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 Distributlon Si:dng Using the follQwlng formula, find the pressure available for uniform loss (p.s.I/IOO' of pIpe) .~ WHE RE: A .. B - l C + D + EJ x 100 F >.. A. ~. Press~re available for uniform loss (p.s.I.lIOO' of pipe). B. ~ Available pressure af'terwater meter (at the building control valve or low pressure at Internal ptessijre tank). (See Item 9, above). n, ,,'" ", . . 190 L--e'. ~ A _24. Pressur~ needed at controHl:ng fixture. ,. .. Difference in elevation between water meter (building controJ valve or internal pressure tank) and controlling fixture In feet -/..b x .434 p.s.l.lrt. ~ ~ Pressure loss due to water softeners, water treatment devices, Instantaneous water heaters and backrJow preventers. Conventlonal water heaters usually do not have a pressure 'loss. y' ...5.!f- O~veloped length from water meterJb.YJJdlng control valve or Internal pressure tank) to controlJing fixture In feet .u. x 1.5. . ~~ -4J1 (loI7P-l'r- Wi th pressure available for uniform (d'ss, go to applicable table for dlstrlbutlon sizing. o j / S"0-6419 m. 08/88)