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Home My WebLink About0084503-Plumbing (interior)OSHKOSH ON THE WATER Job Address 505 GOLDEN IRIS DR CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner DEWEY HOMES Contractor P&S PLUMBING Category 410 -Residential-Interior No 84503 Create Date 12/06/2000 Plan Bathtub 2 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 _ Ejector/Grind Dip Well F Prep Sink Gar Drain 1 Water Softner Drink Ftn Serv Sink Soda Disp _ Local Waste Wait. St. Shamp Sink Coffee Maker 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap 1 Bidet Exam Sink Catch Basin Ext Grease Trap 1 Beer Tap Sculry Sink Wash Ftn 1 Dent. Oper. Hand Sink Urinal _ Lab Sink Plaster Sink Standp Rec _ Sterilizer Surgeons Sink Ice Maker NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $4,500.00 Issued By Plan Approval $0.00 Perrnit Fees $78.00 Permit Voided Date 03/02/2001 In the perfomtance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature /y~~•, /`'l,,J? ~~ ~ ~ ~ Date 3l2/c/ Agent/Owner Address PO BOX 2153 APPLETON WI 54913 - 0000 Telephone Number 734-3912 Job Address 505 GOLDEN IRIS DR Owner DEWEY HOMES agory 410 -Residential-Interior Bathtub ~ l2 Shower Whirlpool Floor Drain Lavatory ~ Lndry Tray Toilet / f' 2 Lndry Stndp Res. Sink ~ Disposal Bar Sink Dishwasher Water Heater _ ~ 1 Sump Pump Site Drain Classrm Sink Roof Drain Breakrm Sink Use/Nature of Work Plumbing Permit Work Card Permit Number 84503 Contractor P&S PLUMBING Plan Ejector/Grind Dip Well _~ Water Softner ~ Drink Ftn Local Waste Wait. St. / 1 Clothes Wshr Ice Chest Bidet Exam Sink Beer Tap Sculry Sink ~ 1 Dent. Oper. Hand Sink Lab Sink Plaster Sink Sterilizer Surgeons Sink F Prep Sink Serv Sink Shamp Sink FINV11st Sink Catch Basin Wash Ftn Urinal Standp Rec Ice Maker Create Date 12/06/2000 Value $4,500.00 Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap NSFR Sanitary Sewer Size Material Type (~ , ~, ~~~ storm sewer ~~ ~y,.~ ~~ '~~ Inspector # Conn.Type ~- ~,V,~~DaP~ls o~ ~`"'"' ~ ~ s/~~ ~~~oved 3~y 0.,.;.t.~ Wks Date 00/00/0000 Type WATER CALCULATION WORKSHEET FOR S o5'- G- ac D tr.t,. / R r S NAME OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in building in gallons per'minute. WSFU's ~ o (GPM) l `~ 2. Difference in elevation fram main or-external pressure tank to building control valve. (feet) ~ i 3. Size of water meter (when meter is required) 5/8" _, 3/4" /, 1" _, 1-1/2" _, 2" _, larger size 4. Developed length from main or external pressure tank to_building control valve. (feet) 5 G r 5. Low pressure at main in street or external pressure tank. (psi} ~/ ~/ GALGULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) `~ `/ 7. Determine pressure loss due to friction in 1 inch diameter water service. Subtract value of "7" (Water service piping material is ~' r " cap!' cat t ) subtotal t ! o 8. Determine pressure loss due to elevation, (multiply the value of # 2 above by .434) Subtract value of "8" . `/'1 9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal '~ 6 , S 3 CALCULATE THE PRESSURE AVAILABLE FOR 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. (Controlling fixture is LL. c. ) E. Difference in elevation between the building control valve and the controlling fixture in feet Fl X .434 psi/ft. F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. (Pressure loss due to ~ G. Developed length from building control valve to controlling fixture in feet ~ G X 1.5 (Water distribution piping material is _ r' M r~ c OPP[~i1 ) A. Pressure available for uniform loss SBD -6479 (R11/98) Value of "B" 3 ~ . S 3 Subtract value of "C" ~ , 5"~ subtotal 3 3 , 0 3 Subtract value of "D" b~ subtotal ~ S . ~ 3 Subtract value of "E" 3 - `/'7 subtotal z r,s~ Subtract value of "F" -~ - subtotal Z l ~ S ~ Divide by value of "G" ~ subtotal , 2 3 9 5 Multiply by 100 «A„ = 3, 9 ~ TAt~cis fs?~~~a- C l' ~ ~ cv r WATER DISTRIBUTION DATASHEET Date: March 5, 2001 Name: P & S PLUMBING Project: NSFR Street: City: Street: 505 GOLDEN IRIS DR City: 1. 12.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 44.0 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. 1.0 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 5.3 ft per sec. 4b. 3.2 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 5.3 ft per sec. 5. 2.5 Lb loss from a 3/4in Meter 6. 37.4 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. 29 Pressure available for uniform loss (psi/100 feet of pipe). B. 37.4 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 g g 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 Fixture Listing Date: March 5, 2001 Name: P & S PLUMBING Street: City: Non Public Use Fixtures Hot Cold Total 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 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 Total Water Supply Fixture Unit:; 12.8 Gallon per minute demand of the building. Predominatly Flush Tank 28.8 Pressure available for uniform loss. For the table use - 29.0 7.00 15.00 18.00 Maximuu 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 Project: NSFR Street: 505 GOLDEN IRIS DR City: WATER CALCULATION WORKSHEET FOR S'~ G ~ G- G`!~ Us.t,~ l JZ t S r! 2 ~ yiS ~~~ NAME OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE' S12E 1. Demand of building in building in gallons per minute. WSFU's ~~ _ (GPM) 2. Difference in elevation from main. or external pressure tank to-building control valve. {feet) •~' J 3. Size of water meter (when meter is required) 5/8" ~, 3/4" 1~1" _, 1-1/2" _, 2" _, larger size 4. Developed length from main ar external pressure tank to building-control valve. (feet} 5-G t 5. Low pressure at,main in street or-l~xtemal pressure tank..,..... (psi) ~/ `/ CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) L/ ~~ 7. Determine pressure loss due to friction in ~_inch diameter water service. Subtract value of "7" ~~ 5~ (Water service piping material is 1f I ~''' c c ~®c~Y1 ) subtotal ~l ~. ~ 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 3 `7 , 0 3 CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 3 ~ ~ d 3 C. Pressure loss of water meter (when meter is required) Subtract value of "C" -3 subtotal ~ ~ d D. Pressure at controlling fixture. Subtract value of "D" ~ (Controlling fixture is _ cc1 ~ C_ ) subtotal 2 ~ . ~ 3 E. Difference in elevation between the building control valve and the controlling fixture in feet _~_ X .434 psi/ft. Subtract value of "E" 3 ~ ~/ `~ subtotal 2 Z , S~ F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Subtract value of "F" / S.- (Pressure loss due to w~~za-n ~`~~ r~-~a~~a ) subtotal ''~. 5~ G. Developed length from building control valve to controlling fixture in feet ~/ ~ X 1.5 Divide by value of "G" ~ Z (Water distribution piping material is ~ ~ i'7 " c c,°~c3/! ) subtotal , / G ~ U Multiply by 100 A. Pressure available for uniform loss "A" _ ! ~~ Sa SBD -6479 (R11/98) << ~=. ~r . 3 ~< ~~ - ~ 3 ~ ~ w. s , ~, ti.