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Home My WebLink About0074644-Plumbing (interior) o OSHKOSH ON THE WATER Job Address 2466 BLAKE CT ~ 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 No 0074644 PLUMBING PERMIT - APPLICATION AND RECORD Owner HERITAGE HOMES OF OSHKOSH INC Create Date 10/14/1999 JIM'S PLUMBING Category 410 - Residential-Interior 2 Shower 1 Ejector/Grind Dip Well F Prep Sink - Floor Drain 1 Water Softner Drink Ftn Serv Sink 3 Lndry Tray Local Waste Wait. St. Shamp Sink - 3 Lndry Stndp 1 Clothes Wshr Ice Chest FlrlWst Sink 1 Disposal 1 Bidet Exam Sink Catch Basin - Dishwasher 1 Beer Tap Sculry Sink Wash Ftn - Sump Pump 1 Dent. Oper. Hand Sink Urinal Classrm Sink Lab Sink Plaster Sink Standp Rec Breakrm Sink Sterilizer Surgeons Sink Ice Maker Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service $6,500.00 $0.00 Permit Fees $64.00 Plan Approval Date 12/06/1999 D Permit Voided I Signature In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Date Agent/Owner GREENVILLE WI 54942 - 0000 Telephone Number 757-5258 OR 757-64 Address W-6166 GREENVILLE DRIVE Plumbing Permit Work Card . . ..J Permit Number ...ooe9~ 1 ~ ft.. rf; Contractor JIM'S PLUMBING Plan Job Address 2466 BLAKE CT Owner HERITAGE HOMES OF OSHKOSH INC Create Date 10/14/1999 j"OD . ~ V -$e:OO 410 - Residential-Interior II 2 Shower -L1 Floor Drain ~ Category r ;htub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater ----L1 Site Drain !..J.11 ~ --L1 Roof Drain Use/Nature of Work Lndry Tray Lndry Stndp Disposal Dishwasher Sump Pump Classrm Sink Breakrm Sink Value 1 I 1 ~ -11 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 Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap I NSFR Sanitary Sewer Storm Sewer .~ ha.ter Service Size Material # Conn.Type If-{y II//? I lZ { J1 / 1 bl CJ'i r :2-1:2-1- Type Date 00/00/0000 Type Inspector __ LJ Approved] ~. . . . v. _~'! _, , ~J ):-;; -- r: k D/j/V" d; J-5~~-BPf P()K \ ~ ~~f,J;-/~tVL ~ tJt:. i~ ! ,t" , ;.;1. -~ . ':..., .. f"\ FIXTURE LISTING SHEET .~ Date: 10-19-1995 . Purchaser's name here Reference: Security Homes Inc. Address: 2466 Blake Court City: Oshkosh NO. NONPUBLIC USE FIXTURES 1 Automatic Clothes Washer ------------------- 1 Dishwasher --------------------------------- 4 Hose Bib 1/2 ------------------------------- 1 Kitchen Sink ------------------------------- 2 Bathtub, Lav & Water Closet-FT ------------- 1 Shower, Lav & Water Closet-FT -------------- Hot Cold Total 1.0 1.0 1.5 1.0 0.0 1.0 0.0 12.0 12.0 1.0 1.0 1.5 4.0 7.0 8.0 1.5 3.0 3.5 Hot Cold Total 8.50 24.00 27.50 Total water supply fixture units 18.5 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. 24.1 Pressure available for uniform loss. For table use. - 25.0 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 6.0 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 7.0 18.0 32.0 60.0 113.0 275.0 475 780 1630 . . ~ .l .. lit.. , . ~ ) . ~ WATER CALCULATION WORKSHEET Purchaser's name here For: Security Homes Inc. ...-.... 1. 18.5 Demand of building in gallons per minute. / 2. 48.0 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). Sa. 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. 20.0 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 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 6b. 2.1 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. 5.1 Find pressure loss due to meter (from manufacturer or AWWA). ~ ) 9. 37.9 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. 25.0 Pressure available for uniform loss (p.s.i./100' of pipe). B. 37.9 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. 3.5 Diffe;~nce in elevation between water meter (building ~ontrol valve or intE3+::nal pressure tank) and controlling fixture .~^ in fee't- 8.0 x .434 p.s.i./ft. r < 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. 60.0 Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet 40 x 1.5. ./