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Home My WebLink About0082742-Plumbing (interior) g) CITY OF OSHKOSH No 0082742 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1431 POWERS ST Owner DEWEY HOMES INC Create Date 11/07/2000 Contractor P &S PLUMBING Category 410 - Residential- Interior Plan Bathtub 2 Shower Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 2 Lndry Stndp 1 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 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 of Work NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $5,400.00 Plan Approval $0.00 Permit Fees $72.00 Issued By Date 11/07/2000 Permit Voided — In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature /1 t r #‘ .f __c—e- Date / f / / Agent/Owner Address PO BOX 2153 APPLETON WI 54913 - 0000 Telephone Number 734 -3912 Plumbing Permit Work Card Job Address 1431 POWERS ST Permit Number 82742 Create Date 11/07/2000 Owner DEWEY HOMES INC Contractor P &S PLUMBING •tegory 410 - Residential- Interior Plan Value $5,400.00 ..thtub 42 Shower Ejector /Grind / Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain / 1 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 1/ 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet // 2 Lndry Stndp I 1 Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap Res. Sink ' 1 Disposal Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher r f 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 1 Sump Pump 1 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 of Work NSFR Size Material Type # Conn.Type Sanitary Sewer X ,.):::%-• C /7/4----- F I / ( / Ll'7" ) Storm Sewer Water Service Date 00 /00 /0000 Type Inspector I Approved WATER CALCULATION WORKSHEET FOR / L /3 / P oa[3R S ST 2 OiErr NAME OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1 Demand of building in building in gallons per minute. WSFLI's 2 0 = (GPM) / 2. Difference in elevation from main or extemal pressure tank to building control valve. (feet) V • 3 Size of water meter (when meter is required) 5/8" 3/4" 2, 1" _ , 1 -1/2" . , 2" _ , larger! size 4 Developed length from main or external pressure tank to building control valve. (feet) or / 5, pressure at main in street or external pressure tank. (psi) 4 5 CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) (' S 7. Determine pressure loss due to friction in 1 inch diameter water service. Subtract value of "7" a 0 3 (Water service piping material is ,, L c o P P2 ) subtotal S 1,7 8. Determine pressure Toss due to elevation, (multiply the value of # 2 above by .434) Subtract value of "8" 3 , Li / 7 9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal 5 S '23 CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ") B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 5 S X23 C. Pressure loss of water meter (when meter is required) Subtract value of "C" 3 subtotal 5 2 , 2 D. Pressure at controlling fixture. Subtract value of "D" (Controlling fixture is w , C, subtotal &/ Y, 23 E. Difference in elevation between the building control valve and the controlling fixture in feet X X .434 psi /ft. Subtract value of "E" 3 / 1 '7 subtotal r 7 C F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Subtract value of "F" — (Pressure loss due to subtotal t / 0 / 6 7 L G. Developed length from building control valve to controlling fixture in feet 40 a X 1.5 Divide by value of "G" 9 G subtotal r VS (Water distribution piping material is "/ 1 it C- P Pc1-12 ) Multiply by 100 A. Pressure available for uniform loss "A" = `/S 2. S' SBD -6479 (R11/98) T Aka z a & ?,yo -c 1 4, - 3 ?, a LI/• S .I =,u. 3 / - /i,o uv r= , s.,uf 1 f4 - S- ,a a", Fixture Listing Date: November 7, 2000 Name: P & S PLUMBING Project: NSFR Street: Street: 1431 POWERS ST 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 2 Lavatory 1.00 1.00 2.00 2 Water Closet, gravity type flush tank .00 4.00 4.00 Total Water Supply Fixture Units 7.00 16.00 20.00 14.0 Gallon per minute demand of the building. Predominatly Flush Tank 46.9 Pressure available for uniform loss. For the table use - 47.0 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 0 1 5 3 i 5/ .„ „---- \c\ WATER DISTRIBUTION DATASHEET Date: November 7, 2000 Name: P & S PLUMBING Project: NSFR Street: Street: 1431 POWERS ST City: City: 1. 14.0 Gallon per minute buiding demand, predominatly Flush Tank. 2. 68.0 Low pressure at the Main in the Street. 3. 3.5 Lb loss from a 8.0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 1.1 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 5.8 ft per sec. 4b. 6.8 Lb loss from a 90.0 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 5.8 ft per sec. 5. 2.9 Lb Loss from a 3 /4in Meter . 6. 53.6 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. 47 Pressure available for uniform loss (psi/100 feet of pipe). B. 53.6 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 3.5 Lb loss resulting from a 8.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a 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 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