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Home My WebLink About0075984-Plumbing (interior)OSHKOSH ON THE WATER Job Address 2307 JEFFERSON ST Contractor AHERN-GROSS INC CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner DAVID CARL MILES Category 410 -Residential-Interior Ejector/Grind 1 Dip Well F Prep Sink _ 1 Water Softner Drink Ftn Serv Sink Local Waste Wait. St. Shamp Sink 1 Clothes Wshr Ice Chest Flr/Wst Sink 1 Bidet Exam Sink Catch Basin 1 Beer Tap Sculry Sink Wash Ftn ~ Dent. Oper. Hand Sink Urinal Lab Sink Plaster Sink Standp Rec Sterilizer Surgeons Sink Ice Maker No 0075984 Create Date 10/14/1999 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Bathtub 1 Shower Whirlpool _ Floor Drain _ Lavatory 2 Lndry Tray Toilet 2 Lndry Stndp Res. Sink 1 Disposal Bar Sink Dishwasher Water Heater 1 Sump Pump Site Drain Classrm Sink Roof Drain Breakrm Sink Use/Nature of Work NSFR Valuation $5,000.00 Issued By C L- Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Plan Approval $0.00 Permit Fees $52.00 Date 03/22/2000 ^ Permit Voided In the perfocmanc SignatGr~ Address 218 S Agent/Owner FOND DU LAC WI 54963 - 0000 Date 3 ~ Telephone Number 414-921-1414 to perform all work pursuant to rules governing the described construction. Plumbing Permit Work Card Job Address 2307 JEFFERSON ST Permit Number 0075984 Owner DAVID CARL MILES Contractor AHERN-GROSS INC. category 410 -Residential-Interior Plan htub ~ 1 Shower Ejector/Grind ~ Dip Well F Prep Sink Whirlpool Floor Drain / 1 Water Softner Drink Ftn Serv Sink Lavatory ~ ,' 2 Lndry Tray Local Waste Wait. St. Shamp Sink Toilet / 1 2 Lndry Stndp ~ Clothes Wshr Ice Chest FIr/1IVst Sink Res. Sink / 1 Disposal / 1 Bidet Exam Sink Catch Basin Bar Sink Dishwasher ~'; 1 Beer Tap Sculry Sink Wash Ftn Water Heater ~ 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 Create Date 10/14/1999 Value $5,000.00 Gar Drain _ Soda Disp _ Coffee Maker Int Grease Trap Ezt Grease Trap Size Material Type # Conn.Type Sanitary Sewer .. Storm Sewer `jF! , ~ ~ J J ~? _. _. _.. rater Service Date 00/00/0000 Type Inspector 6 __ Approved \; V . L 1 ~~ f'~ S`T~ OSH OSH I y ~;~4 f '~-; WATER CALCU TION WORKSHEET ON THE WATER I _ ~ L ~ ~ ~ 7 t INFORMATION REQUIRED TO CALCULATE:WATER SERVICE.SIRE. ~~ ~ ~ ; -. ~ v ~. ,.. . _ ~_ _ }. ~ i I ' 1. .Demand of building in building in gallons per minute r~, ~ ~ ~ -,(GPM] ~"~ti=~'' 2. Difference in "elevatlon from tna~m or external pressure tank t~tiuitaing confwCvalve. ~ (feet) '++~,~' ~ ~ j ~ ~e.;,t r~ 3. Size-of water meter (whey meIs~ ~r+~quir+e~ -518" ~ 31~" '• ~~-'`,:'' l~ ~~.,.a ~e~~ei `;~. .. ~ :` .? ..~~~ ~~~ . e.~. ,~xsF~.~'- ki ~`ac w~13~~~~~~ ~~~,~~'~:~ .ate. r_:w~~. ? ~~ ~j,~ .'. 4. .Developed length from maTn.orenart rBSSUre~~~61'uifding;oo , "Iiralve. ~ ~~ ~ ~-~ ~(fesf j 5. t_owpr+essureafmairrfn•sb~eef'~ospr+essure .~r 1 ,.:'vs~;~.~( 'Ps~",~~, CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank.(value of # 5 above) 7. Determine pressure loss due t0 friction in ~ i inch diameter . ~ < <~~ water service. ,, ,', Subtract value of'7` ~- ,,,a1'~t? ... . •, S. Determine pressure loss due to elevation, .. _ (multiply the value of # 2 above by .434) ~' `'~ "~ ~` ~~ ~~~~ ~~ 9. Available pressure after the bldg. control valve. (enter in `B' below) CALCULATE THE PRESSURE AVAILABLE POR UNIFORM LOSS (VALUE OF "A") B. Available pressure after the bldg. control valve. (from `9' above) C. Pressure loss of water meter (when meter is required) D. Pressure at controlling fixture. E. Difference in elevation between the building control valve and the controlling facture in feet .~'~ X .434 psJft. ,' I "~`0 • ~ ~ 'P4~ F. Pressure loss due to water ~eatment devices, instantaneous water heaters and backflow preventers which serve the controlling facture. G. Developed length from building control valve to controlling fixture in feet ~ X 1.5 ~` ~ ~ ~ ~. 1 ~ ~., A. Pressure available for uniform loss subtotal ~,~ •~ Subtract value of'S` ~~ subtotal ~~ Value of'B` Subtract value of'C" subtotal Subtract value of'D' ~' $ `' subtotal Subtract value of `E" ~'~ subtotal Subtract value of'F' ~.....~ subtotal ~- Divide by value of'G' subtotal - :.~o Multiply by 100 uArr Date: July 24, 2000 Name: AHERN-GROS Street: City: Fixture Listing _ Project: NSFR _ Street: 2307 JEFFERSON ST _ City: Non Public Use Fixtures iiVt l.V1U juiaf 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 Lavatory .50 .50 1.00 1 Water Closet, gravity type flush tank .00 2.00 2 00 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 . 4.00 Total Water Supply Fixture Units 12.2 Gallon per minute demand of the building. Predominatly Flush Tank 32.8 Pressure available for uniform loss. For the table use - 33.0 5.50 14.00 17.00 Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size I/Z 5/8 3/4 1 1 1/4 l 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 ] 30 130 130 130 130 130 ] 30 130 130 130 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: July 24, 2000 Name: AHERN-GROS Street: City: 1. 12.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 56.0 Low pressure at the Main in Street. Street: 2307 JEFFERSON ST City: 3. .9 Lb loss from a 2.0 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 5.0 ft per sec. 4b. 3.6 Lb loss from a 62.0 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 5.0 ft per sec. 5. 2.2 Lb loss from a 3/4in Meter 6. 48.4 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. 33 Pressure available for uniform loss (psi/100 feet of pipe). B. 48.4 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHWR FAUCET-MASTER BR 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 no pressure loss devices serving the controlling fixture. F. 60.0 Ft Developed length from the 40.0 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 I ] 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .569 0 .811 1.055 1.29 ] 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 1 10 270 480 776 1833 Project: NSFR