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Home My WebLink About0074645-Plumbing (interior) ~ ~ \~, o OSHKOSH ON THE WATER Job Address 1935 HICKORY LN Vi Contractor Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Use/Nature of Work Valuation Issued By CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD No 0074645 Owner JAY H KLINGER Create Date 10/21/1999 JIM'S PLUMBING 2 Shower 2 Ejector/Grind - - 1 Floor Drain 1 Water Softner 7 Lndry Tray 1 Local Waste - - 4 Lndry Stndp 1 Clothes Wshr 1 Disposal 1 Bidet - Dishwasher 1 Beer Tap 2 Sump Pump 1 Dent. Oper. Classrm Sink Lab Sink Breakrm Sink Sterilizer Category 410 - Residential-I nterior Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap 2 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 NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service $16,000.00 $0.00 Permit Fees $112.00 Plan Approval Date 12/06/1999 D Permit Voided I Signature In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Date Address W-6166 GREENVILLE DRIVE Agent/Owner GREENVILLE WI 54942 - 0000 . Telephone Number 757-5258 OR 757-64 {~~~ Owner ~tegory .htub Roof Drain Use/Nature of Work Sanitary Sewer Storm Sewer water Service Date 00/00/0000 Type F?q~ ,of>l Lndry Tray Lndry Stndp Disposal Dishwasher Sump Pump Classrm Sink Breakrm Sink }J S f'~ Size Plumbing Permit Work Card Permit Number 0000000 1'119 L/5 Contractor JIM'S PLUMBING i . /-t;",y fJ d Plan JaY" Ejector/Grind LL Dip Well Water Softner Drink Ftn Local Waste Wait. St. Clothes Wshr Ice Chest Bidet Exam Sink Beer Tap Sculry Sink Dent. Oper. Hand Sink Lab Sink Plaster Sink Sterilizer Surgeons Sink 11- LL LL LL ~ ~ ilL Material # Conn.Type Type t<\ (y 1:>-/ c.{j 1 f 7/~1 0;; F Prep Sink Serv Sink Shamp Sink FlrlWst Sink Catch Basin Wash Ftn Urinal Standp Rec Ice Maker 1-~ h 'j{ lIt 2-- cD 3 we. f~ Q?--/ 3 ,,( I- (9f~DP>v~ Inspector U Approved Create Date 10/21/1999 Value JIlt, I ~ CO $O:OCr II Z- Job Address 1935 HICKORY LN JAY H KLINGER ""0 III 't. Shower Whirlpool --.!.L Floor Drain Lavatory " "'ffi.i..7 Toilet II~ Res. Sink ~ Bar Sink Water Heater , I 'Z.... Site Drain ~. Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap .' . , r-\ FIXTURE LISTING SHEET ! Purchaser1s name here Reference: Fox Cities Construction Date: 12-03-1999 City: Oshkosh Address: 1935. Hickory Lane NO. NONPUBLIC USE FIXTURES 1 Automatic Clothes Washer ------------------- 1 Bath Tub With or Without Shower Head ------- 1 Dishwasher --------------------------------- 6 Hose Bib 1/2 ------------------------------- 1 Kitchen Sink ------------------------------- 1 Laundry Tray ------------------------------- 3 Lavatory ----------------------------------- 2 Bathtub, Lav & Water Closet-FT ------------- 2 Shower, Lav & Water Closet-FT -------------- Total water supply fixture units Hot Cold Total 1.0 1.0 1.5 1.5 1.5 2.0 1.0 0.0 1.0 0.0 18.0 18.0 1.0 1.0 1.5 1.0 1.0 1.5 1.5 1.5 3.0 4.0 7.0 8.0 3.0 6.0 7.0 Hot Cold Total 14.00 37.00 43.50 25.4 Demand of building in gallons per minute. Predominate flush tank 0.0 Gallons per min added for Cont. Flow Special fixtures & equip. r-'\ 0.0 Water Supply Fixture Units added for Intermittent Flow equip. 6.7 Pressure available for uniform loss. For table use. - 7.0 Controlling fixture & location: MAXIMUM ALLOWABLE LOAD FOR COPPER TUBE TYPE M PIPE SZ 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 GPM 3.0 7.5 15.0 26.0 40.0 80.0 120 175 280 WSFU 148.0 . FM 0.0 0.0 5.0 9.0 27.0 36S 740 1630 WSFU FT 3.0 9.5 22.0 45.0 87.0 275.0 475 780 1630 ~ , ,'" WATER DISTRIBUTION DATASHEET Date: June 29, 2000 ?""'"\ ./ """~ Name: JIMS PLUMBING Project: NSFR Street: Street: 1935 HICKORY LN City: City: 1. 25.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 Low pressure at the Main in Street. 3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water M~ter. 4a.~ Lb loss from a 15.0 ft I" 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 10.5 ft per sec. 4b.~ Lb loss from a 35.0 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 10.5 ft per sec. 5. 9.7 Lb loss from a 3/4in Meter 6. 32.1 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. --2. Pressure available for uniform loss (psi/l00 feet of pipe). B. ~ Lbs of pressure available at the Water Meter. c. ~ Pressure needed at the controlling fixture. PRSR BLNC TIS VALVE-MASTER BATH D. ~ Lb loss resulting from a 9.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 97.5 Ft Developed length from the 65.0 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 Actual1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 3.5 0 9 18 30 45 79 121 174 303 Maximum FM WSFU 0 0 0 6 14 38 144 369 731 1833 Maximum FT WSFU 3.5 0 11.5 26.5 55 110 270 480 776 1833 /"'\ ) i WATER DISTRIBUTION DATASHEET Date: June 29, 2000 ~ I d" Name: JIMS PLUMBING Project: NSFR Street: Street: 1935 HICKORY LN City: City: 1. 25.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 Low pressure at the Main in Street. 3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter. -- i 4a. 3.4 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from ~he Main in Street to the curb stop. - Pressure loss detemined using a C value of 130, inside diameter of .995 and a v:elocity of 10.5 ft per sec. 4b. 8.0 Lb loss from a 35.0 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 10.5 ft per sec. 5. 3.7 Lb loss from a lin Meter 6. 38.1 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 (psillOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PRSR BLNC TIS V AL VE-MASTE~ BATH D. ~ Lb loss resulting from a 9.0 ft difference in elevation from the Water Meter to *e controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 97.5 Ft Developed length from the 65.0 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 11/2 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 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 4.5 0 11.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4 7 16 !38 144 369 731 1833 Maximum FT WSFU 5 0 16 34 60 '110 270 480 776 1833 ~ ..! ~ ." WATER CALCULATION WORKSHEET (.21\rChaSer1 s name here For: Fox Cities construc1tion 1. 25.4 Demand of building in gallons per minute. 2. 45.0 Low pressure at main in street (or at external pressure tank). 3. 2.0 Difference in elevation from main to m~ter (or external pressure tank to building control valve) . 4. 1 Size of water meter (if applicable). 5a. 15.0 Developed length from main to curb stop (if no curb stop then from main to meter, or external pressure tank to building control valve) . 5b. 35.0 Developed length from curb stop to meter. You Must First Find the Available Pressure After the Water Meter (or at building control valve). To obtain this pressure, you must: 6a. 3.6 6b. 6.5 7. 0.9 f\ 3.7 9. 30.4 WHERE: A. 7.0 B. 30.4 C. 20.0 D. 3.9 E. 0.0 f' lo. 97.5 Find pressure loss due to friction in service main to curb (If no curb stop Find pressure loss due to friction in service curb to meter. 1 K inch water then from main to meter) . 1 Sc40 inch water Find pressure loss due to elevation, main to meter (or external pressure tank to building control valve). Multiply the difference in elevation by .434 p.s.i./ft. I Find pressure loss due to meter (from manufacturer or AWWA) . Subtract the loss due to friction (Step 6), loss due to elevation (Step 7), and loss due to meter (Step 8) from the low main pressure (or low pressure at external pressure tank). This calculation is the available pressure after the water meter (or at the building control valve). This answer is entered in lineB, below. A = ((B -(C + D + E)) divided by F) X 100 Pressure available for uniform loss (p.s.i./1QO' of pipe) . Available pressure after water meter (at the building control valve or low pressure at internal pressure tank). (See item 9. above). Pressure needed at controlling fixture. Difference in elevation between water meter (building control valve or iIi-ternal pressure tank) and controlling fixture in feet 9.0 x .434 p.s.i./ft. Pressure loss due to water softeners, water treatment ,devices, instantaneous water heaters and backflow preventers wkich serve the controlling fixture. Conventional water heaters usualry do not have a pressure loss. Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet 65 x 1.5. ''''t . .,. -eo Fixture Listing Date: June 29, 2000 o ) Name: JIMS PLUMBING Project: NSFR Street: Street: 1935 HICKORY LN City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 6 Hose Bib, 1/2" diameter .00 18.00 18.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 3 Lavatory 1.50 1.50 3.00 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00 Total Water Supply Fixture Units 14.00 37.00 43.50 25.4 Gallon per minute demand of the building. Predominatly Flush Tank 14.5 Pressure available for uniform loss. For the table use - 15.0 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 I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 4.5 0 11.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4 7 16 38 144 369 731 1833 Maximum FT WSFU 5 0 16 34 60 110 270 480 776 1833 .~