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Home My WebLink About0101895-Plumbing (interior)0 CITY OF OSHKOSH No 101895 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1941 BEECH ST Owner JEFFREY J JACOBSON Create Date 10130/2002 Contractor P &S PLUMBING Category 410 - Residential- Interior Plan Bathtub 2 Shower 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 1 Whirlpool _t Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory 5 Lndry Tray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 4 Lndry Stndp 2 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1 Use /Nature of Work NSFR Valuation $13,000.00 Issued By Sanitary Sewer Storm Sewer Water Service r r r r Plan Approval $0.00 Permit Fees $144.00 Permit Voided Date 06/03/2003 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. v / Signature Date rp 131 Zeal Agent/Owner Address PO BOX 2153 APPLETON WI 54913 - 0000 Telephone Number 734 -3912 Date: January 14, 2004 Name: P & S PLUMBING Street Fixture Listing Project: NSFR Street: 1941 BEECH ST City: City: Non Public Use Fixtures Hnt Cnlrl Tntal 2 Automatic Clothes Washer 2.00 2.00 3.00 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 3 Hose Bib, 1/2" diameter .00 9.00 9.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 2 Lavatory 1.00 1.00 2.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50 Public Use Fixtures i Int C"nlfl Total Total Water Supply Fixture Units 21.6 Gallon per minute demand of the building. Predominatly Flush Tank 5.3 Pressure available for uniform loss. For the table use - 6.0 13.00 28.00 34.00 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. Value of C Velocity in ft per sec. Maximum Gpm Maximum FM WSFU Maximum FT WSFU .569 0 .811 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 21.6 Gallon per minute demand of the building. Predominatly Flush Tank 5.3 Pressure available for uniform loss. For the table use - 6.0 13.00 28.00 34.00 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. Value of C Velocity in ft per sec. Maximum Gpm Maximum FM WSFU Maximum FT WSFU .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 150 150 150 150 150 150 150 150 150 150 8 8 8 8 8 8 8 8 8 8 3 0 8 16.5 28 44 79 121 174 303 0 0 0 5.5 11 36 144 374 731 1835 3 0 10 1 24 1 50 1 106 1 270 1 484 776 1835 � p r 3 Date: January 14, 2004 Name: P & S PLUMBING Street: WATER DISTRIBUTION DATASHEET Project: NSFR Street: 1941 BEECH ST City: City: 1. 21.6 Gallon per minute buiding demand, predominatly Flush Tank. 2. 51.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a.0 fl: difference in elevation from Main in the Street to the Water Meter. 4a. 2.5 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 8.9 ft per sec. 4b. 16.8 Lb loss from a 130.0 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 8.9 ft per sec. 5. 7.0 Lb loss from a 3 /4in Meter 6. 24.7 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. 6 Pressure available for uniform loss (psi /100 feet of pipe). B. 24.7 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 8.7 Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 150.0 Ft Developed length from the 100.0 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 1/2 518 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. Value of C Velocity in ft per sec. Maximum Gpm Maximum FM WSFU Maximum FT WSFU .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 150 150 150 150 150 150 150 150 150 150 8 8 8 8 8 8 8 8 8 8 3 0 8 16.5 28 44 79 121 174 303 0 0 0 5.5 11 36 144 374 731 1835 3 0 10 24 50 106 270 J 484 776 1835 WATER CALCULATION WORKSHEET FOR /'/'// /3 6-&,--1-1 C Q �.T (iy is ur') NAME OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in building in gallons per minute. WSFU's 3 `/ (GPM) 2 Z 2. Difference in ielevation from main or external pressure tank to building control valve. (feet) 3. Size of water meter (when meter is required) 5/8" _, 3/4" j--,, 1" _, 1- 1/2 "',_, 2" larger size 4. Developed length from main or external pressure tank to building control valve. (feet) ' t 5c 5. Low pressure at main in street or external pressure tank. (psi) 'S v -- WW •7v-n V IV r- rnr-000MC LU1, 6. Low pressure at main in street or external pressure tank. (value of # 5 above) 5 1 7. Determine pressure loss due to friction in inch diameter water service. Subtract value of "T' (Water service piping material is IT subtotal 8. Determine pressure loss due to elevation, (multiply the value of # 2 above by .434) Subtract value of "8" —� 9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ") B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" C. Pressure loss of water meter (when meter is required) Subtract value of "C" subtotal G, / D. Pressure at controlling fixture. Subtract value of "D "_ (Controlling fixture is w : - ) subtotal E. Difference in elevation between the building control valve and the controlling fixture in feet 2 C, X .434 psi /ft. Subtract value of "E" , subtotal �i Z 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 y , G. Developed length from building control valve to controlling fixture in feet _ i e <: X 1.5 Divide by value of "G" i S (Water distribution piping material is ,, 1-1 c c �� s � � ) subtotal Multiply by 100 A. Pressure available for uniform loss "A" Z � SBD -6479 (R 11/98) Table 82.40 - 6 1 1 &4" - 55.0 w.s.f.u. 1" - 26..5 w.s.f.u. 34.0 w.s.f.u. 3/4" - 11.5 w.s.f.u. 1/2" - 3.5 w.s.f.u. Fixture #Fixtures w.s.f.u. total w.s.f.u. J Laundry Tub 1 1.5 1.5 •Toilet 1 2.0 2.0 Lavatory 2 1.0 2.0 ✓Shower, Lav, toilet 1 3.5 3.5 ✓ 1 2.0 2.0 //Whirlpool � cemaker 1 0.5 0.5 1/2" Hose Bib 3 3.0 9.0 ✓Kitchen Sink 1 1.5 1.5 ✓Dishwasher 1 1.0 1.0 Automatic Washer 2 1.5 3.0 J Bathtub, Lay, Toilet 2 4_0 8_0 34.0 w.s.f.u.