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Home My WebLink About0068803-Plumbing (interior) CITY OF OSHKOSH No 0068803 OSH' OSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 2605 SHOREWOOD DR Owner DAVID KRUMREI Create Date 11/03/98 Contractor JIM'S PLUMBING Category 410 - Residential- Interior Plan Bathtub Shower 3 Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool 1 Floor Drain 2 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 5 Lndry Tray 1 Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 3 Lndry Stndp 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 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 nsfr Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $16,000.00 Plan Approval $0.00 Permit Fees $84.00 Issued By Date 03/03/99 J Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner Address W -6166 GREENVILLE DRIVE GREENVILLE WI 54942 - 0 Telephone Number 757 -5258 OR 757 -6 Plumbing Permit Work Card (,�' Job Address 3S06 S REYIIOOD DR Permit Number 004901:e (C gU Create Date 11/03/98 Owner DAVID KRUMREI Contractor JIM'S PLUMBING Category 410 - Residential- Interior Plan Value /6/ a ° •908& htub / Shower / / / 3 Ejector/Grind Dip Well F Prep Sink Gar Grain Whirlpool a J Floor Drain f / Water Softner Drink Ftn Sery Sink Soda Disp Lavatory Lndry Tray / / Local Waste Wait. St. Shamp Sink Coffee Maker Trap Toilet Res. Sink / ) / 3 Disposal ndp / / Bidet Wshr Exam h Sink Catch int Basin Ext Grease Trap Bar Sink Dishwasher Beer Tap Sculry Sink Wash Ftn Water Heater /) Sump Pump /71 Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrrn Sink Sterilizer Surgeons Sink Ice Maker Use/Nature of Work nsfr j F 7 7 , . Size Material Type # Conn.Type Sanitary Sewer Storm Sewer ....ter Service Date Type Inspector I I Approved FIXTURE LISTING SHEET Date: 02 -22 -1999 Purchaser's name here Reference: Fox Cities Const. Krumrei Address: 2605 Shorewood Drive City: Oshkosh NO. NONPUBLIC USE FIXTURES Hot Cold Total 1 Automatic Clothes Washer 1.0 1.0 1.5 1 Bath Tub With or Without Shower Head 1.5 1.5 2.0 1 Dishwasher 1.0 0.0 1.0 6 Hose Bib 1/2 0.0 18.0 18.0 1 Kitchen Sink 1.0 1.0 1.5 1 Laundry Tray 1.0 1.0 1.5 2 Lavatory 1.0 1.0 2.0 3 Shower, Lav & Water Closet -FT 4.5 9.0 10.5 Hot Cold Total Total water supply fixture units 11.00 32.50 38.00 23.2 Demand of building in gallons per minute. Predominate flush tank 0.0 Gallons per min added for Cont. Flow Special fixtures & equip. 0.0 Water Supply Fixture Units added for Intermittent Flow equip. 10.8 Pressure available for uniform loss. For table use. - 11.0 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 4.0 10.0 19.0 32.0 46.0 80.0 120 175 280 WSFU FM 0.0 4.0 6.0 16.0 40.0 148.0 365 740 1630 WSFU FT 4.0 13.0 28.0 60.0 113.0 275.0 475 780 1630 WATER CALCULATION WORKSHEET ,urchaser's name here For: Fox Cities Const. Krumrei 1. 23.2 Demand of building in gallons per minute. 2. 40.0 Low pressure at main in street (or at external pressure tank). 3. 2.0 Difference in elevation from main to meter (or external pressure tank to building control valve). 4. 1 Size of water meter (if applicable). 5a. 10.0 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. 15.0 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. 2.0 Find pressure loss due to friction in 1 K inch water service main to curb (If no curb stop then from main to meter). 6b. 3.0 Find pressure loss due to friction in 1 K inch water service curb to meter. 7. 0.9 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. 8. 3.1 Find pressure loss due to meter (from manufacturer or AWWA). 9. 31.0 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 line B, below. WHERE: A = ((B -(C + D + E)) divided by F) X 100 A. 11.0 Pressure available for uniform loss (p.s.i. /100' of pipe). B. 31.0 Available pressure after water meter (at the building control valve or low pressure at internal pressure tank). (See item 9. above). C. 20.0 Pressure needed at controlling fixture. D. 6.9 Difference in elevation between water meter (building control valve or internal pressure tank) and controlling fixture in feet 16.0 x .434 p.s.i. /ft. E. 0.0 Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Conventional water heaters usually do not have a pressure loss. F. 37.5 Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet 25 x 1.5.