Loading...
HomeMy WebLinkAbout0068813-Plumbing (interior) e) CITY OF OSHKOSH No 0068813 OSH' OSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 145 ROLLING GREEN CIR Owner FOX CITIES CONSTRUCTION Create Date 12/11/98 Contractor JIM'S PLUMBING Category 410 - Residential- Interior Plan Bathtub 2 Shower Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 2 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 F of Work � II I Size Material Type # Conn. I ype Sanitary Sewer Storm Sewer Water Service Valuation $5,500.00 Plan Approval $0.00 Permit Fees $52.00 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 CITY OF OSHKOSH No OSH O SH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER / / � , b Address Plc GI [,hs P'v� f✓1 L f Owner / ` 2 ( e 4 5 Gay,. 5 rf Create Date Contractor JIM'S PLUMBING / Category Z.,... f.c ."''‘ Plan Bathtub Shower Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain l Water Softner Drink Ftn Sery Sink Soda Disp Lavatory /T Lndry Tray Local Waste Watt. St Shamp Sink Coffee Maker Toilet ! 9 Z Lndry Stndp t / Clothes Wshr Ice Chest Fir/Wst Sink Int Grease Trap Res. Sink t Disposal ( / Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher T Beer Tap Scurry Sink Wash Ftn Water Heater , Sump Pump 1 / Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Piaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use/Nature of Work NSF 6// ? Stze Matenal i ype 1 Conn. type Sanitary Sewer Storm Sewer Water Service Valuation It550 0 Plan Approval rm J - Peit Fees � � c 1` Issued By Date U Perna Voided r In the performance of this work, 1 agi.Ir to perform at' work pursuant to rules governing the described consttucton. Signature L.22ly; _� <�` . J , . ' , -,,1 7 4. 41.- i �� % Date '7' 7- Agent/Owner / Address W-6166 GREENVILLE DRIVE GREENVILLE Wt 54942 - 0 Telephone Number 757 -5258 OR 757 FIXTURE LISTING SHEET Date: 02_.04_..1999 Purchaser's name here Reference: Fox Cities Construction Address: 145 Rolling Green Ct. City: Oshkosh NO. NONPUBLIC USE FIXTURES Hot Cold Total 1 Automatic Clothes Washer - _...._..._._..__ 1.0 1.0 1.5 1 Dishwasher _._... _...____...._._.._. 1.0 0.0 1.0 4 Hose B :i b 1/2 _ w.. . _.... _ ._ __ _ ,_.. 0.0 .12 . 0 12.0 1.0 1.0 1.5 9 Bathtub, Lav & Water Closet-FT ------------- 4.0 7.0 8.0 Hot Cold Total Total water supply fixture units 7.00 21.00 24.00 16.4 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. 1.9.4 Pressure available for uniform loss. For table use. -w 20.0 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 4 GPM 5.5 13.0 21.0 32.0 46.0 80.0 120 175 280 WSFU FM 0.0 4.5 7.0 16.0 40.0 148.0 365 740 1630 WSFU FT 6.5 18.0 32.0 60.0 113.0 275.0 475 780 1630 WATER CALCULATION WORKSHEET urchaser's name here For: Fox Cities Construction 1. 16.4 Demand of building in gallons per minute. 2. 49.0 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. 3/4 Size of water meter (if applicable). 5a. 20.0 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. 30.0 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. 2.2 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. 3.2 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. 4.0 Find pressure loss due to meter (from manufacturer or AWWA) . 9. 38.7 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 :. ((Et -(C + D 4 E)) divided by F) X 100 A. 20.0 Pressure available for uniform loss (p.s. i.. /100' of pipe) . B. 38.7 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. 5.6 Difference in elevation between water meter (building control valve or internal pressure tank) and controlling fixture in feet 13.0 x .434 p.s.i., /ft. E. 0,0 Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backfiow preventers which serve the controlling fixture. Conventional water heaters usually do not have a pressure loss. F. 67.5 Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet 45 x 1.5.