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Home My WebLink About0088030-Plumbing o OSHKOSH ON THE WATER Job Address 3300 HARBOR BAY RD i" CITY OF OSHKOSH No 88030 PLUMBING PERMIT - APPLICATION AND RECORD ~ Category 410 - Residential-Interior Owner RICHARD & PATRICIA BRAUSCH Create Date 07/31/2001 Plan Contractor WELLNITZ PLUMBING Bathtub 1 Shower 2 Ejector/Grind - Whirlpool 1 Floor Drain 1 Water Softner Lavatory 4 Lndry Tray 2 Local Waste - Toilet 5 Lndry Stndp 1 Clothes Wshr Res. Sink 2 Disposal 1 Bidet - Bar Sink Dishwasher 1 Beer Tap Water Heater 2 Sump Pump 2 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 # Sanitary Sewer Storm Sewer Water Service Type Conn. Type Valuation $13,500.00 $0.00 Permit Fees Plan Approval Issued By $156.00 Date 08/03/2001 D Permit Voided I Signature r ,ant to rules governing the described construction. Date ~-3~J Address 896 E KIENVILLE LA Oshkosh WI 54901 - 0000 Telephone Number 231-4708 .. Plumbing Permit Work Card Permit Number 0 g 803 t' Create Date 07/31/2001 Jot, Address 3300 HARBOR BAY RD Owner RICHARD & PATRICIA BRAUSCH Contractor Plan WELLNITZ PLUMBING ~ Value 13. SOt? $0.00 , Gar Drain ~ Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap "egory 410 - Residential-Interior ~dthtub II Shower I I 2- Whirlpool J I Floor Drain I I Lavatory ~ if Lndry Tray 1/ <'?- Toilet Jill 5 Lndry Stndp II Res. Sink' 1 2- Disposal I I Bar Sink Dishwasher 1..L Water Heater 117- Sump Pump IJ12=- Site Drain Classrm Sink Roof Drain Breakrm Sink Use/Nature of Work Ejector/Grind Dip Well F Prep Sink Water Softner Drink Ftn Serv Sink Local Waste Wait. St. Shamp Sink Clothes Wshr Ice Chest FlrlWst Sink Bidet Exam Sink Catch Basin Beer Tap Sculry Sink Wash Ftn Dent. Oper. Hand Sink Urinal Lab Sink Plaster Sink Standp Rec Sterilizer Surgeons Sink Ice Maker I NSF" Sanitary Sewer Size Material Type # Conn.Type Water Service ~) v -~\'t(1 -" -( 1//0 / 01---' Storm Sewer .;t cr "1" Date 00/00/0000 Type Inspector U Approved 0~rr , \J, &r}Jv D~ WI'- ~ ~ b p/V~ ~~9- -y~ :~ ~ ~~It&W~~ ~.. r ;()jJH1~~&~r~ d- - ~b r - bwL 1)~ f O~ ()\~ '""#'.'--~ WATER CALCULATION WORKSHEET FOR 51\ k os INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in building in gallons per minute. WSFU's 4-/ /. 5'" = /'~ 2. Difference in elevation from main or external pressure tank to building control valve. (GPM) .2.!f;.5 (feet) . i 3,0 3. Size of water meter (when meter is required) 5/8" _, 3/4" tf..., 1" _' 1-1/2" _' 2" _' larger size 4. Developed length from main or external pressure tank to building control valve. (feet) ~O 5. Low pressure at main in street or external pressure tank. (psi) 5"9 CALCULATE WATER SERVICE PRE$$URE LOS$ 6. LoW pressure at maiTlfn~fr~~fo(~~erhal. pressure tank. (value of # 5 above) S9 7. ..,' .... .......'".." ....' .'..:,--...... Determine pressure Ib$$<~u~tpfiiciI6riin in water service. .. .. ----:-7 /' {Water service piping material is ~'.L ll........ subtotal Subtract value of "7" 7,2 .5/. $? 8. Determine pressure loss due to elevation, (multiply the value of # 2 above by .434) Subtract value of "8" ..g'1 " 4./~ . ~ 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" lj,. .;t Subtract value of "C" AI. 0 C. Pressure loss of water meter (when meter is required) 3 ~'. cit D. Pressure at controlling fixture. [' it J {Controlling fixture is press tire ~ CtfH.e ,~ it e subtotal Subtract value of "0" .del, 16, dt subtotal E. Difference in elevation between the building control valve V' _ and the controlling fixture in feet l..:it X .434 psi/ft.O,' Subtract value of "E" ,5 I ~ subtotal ~ F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. {Pressure loss due to Subtract value of "F" Cft <0 subtotal "'1' ( ~ ~ G. Developed length ,t.t:om building control valve to controlling fixture in feet If;, . X 1.5 Divide by value of "G" ~tIj,5r .\4 /~ ;' (Water distribution piping material is 11~ e fYJ subtotal Multiply by 100 ~ IS A. Pressure available for uniform loss "A" = SBD -6479 (Rlll98) Fixture Listing ., Date: November 15, 2001 ~ ; Name: WELLNITZ PLBG Project: NSFR Street: Street: 3300 HARBOR BAY RD 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 2 Kitchen Sink 2.00 2.00 3.00 2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00 4 Lavatory 2.00 2.00 4.00 2 Shower, per head 2.00 2.00 3.00 5 Water Closet, gravity type flush tank .00 10.00 10.00 Total Water Supply Fixture Units 13.00 28.00 35.50 22.2 Gallon per minute demand of the building. Predominatly Flush Tank 22.3 Pressure available for uniform loss. For the table use - 23.0 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 21/2 3 4 Actual 1:"'0. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 /"" 35:5 c /--? 3;P j ,~ WATER DISTRIBUTION DATASHEET Date: November 15, 2001 ~, Name: WELLNITZ PLBG Project: NSFR Street: Street: 3300 HARBOR BAY RD City: City: 1. 22.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 59.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a.O ft difference in elevation from Main in the Street to the Water Meter. 4a.~ 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 150, inside diameter of .995 and a velocity of 9.2 ft per sec. 4b. 8.9 Lb loss from a 50.0 ft I" 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 9.2 ft per sec. 5. 7.4 Lb loss from a 3/4in Meter 6. 40.7 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. ~ Pressure available for uniform loss (psi/I 00 feet ofpipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. T/S FAUCET D. ~ Lb loss resulting from a 13.0 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. 67.5 Ft Developed length from the 45.0 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 ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 I~