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Home My WebLink About0098685-Plumbing (interior)OSHKOSH ON THE WATER Job Address 1906 MITCHELL ST Contractor O'NEILL ENTERPRISE INC CITY O1~ OSH~KOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner O'NEILL ENTERPRISES INC Category 410 - Residential-Interior Bathtub 2 Shower 0 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Whirlpool 0 Floor Drain 1 Water Soffner 0 Drink Ftn 0 Serv Sink 0 Lavatory 2 LndryTray 0 LocalWaste 0 Wait. St. 0 Shamp Sink 0 Toilet 2 LndryStndp I Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Res. Sink 1 Disposal I Bidet 0 Exam Sink 0 Catch Basin 0 Bar Sink 0 Dishwasher I Beer Tap 0 SculrySink 0 Wash Ftn 0 Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 No 98685 Create Date 11/18/2002 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Use/Nature NSFR of Work Valuation $7,000.00 Issued By ~ Sanitary Sewer Storm Sewer Water Service Size Material Type # Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Plan Approval $0.00 Permit Fees $78.00 Date 11/18t2002 [] 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 5575 CTY RD N PICKETT WI 54964 - 0000 Telephone Number 428-4700 5892007 11/13/2002 18:28 City of Oshkosh Inspectiou Services Division P O Bex 1130 Oshkosh, WI S4903-1130 l'hone: (920) 226-~0S0 Fax: (920) 236-S084 [~ILL PAGE 02 O/HKO/H ON THE WAIER Plumbin Permit A lication hereby apply for a peri.it to do and in3tall the following plumbing on the Wemises hereinafte! described, the wozk lo conform to the Wisconsin State Plumbing C.~n:le, in the performance of which all parties hereto agree to and a~e bound by said s~mtes. JobAddress 1906 Mitchel! St. Value(h~c~dSnslabora~dnu~:~'~s) ~7,000:00 Date 11/14/02_~.___ Owner O*Neil~ Enterprises lnc~ontractor O'Neill Enterprises Inc. ~Single Fami~ ~Duplex ~Multi-Family ~ental ~Commercial Dlndustrial Number of Fixtures: Bathtub 2 Steri|izet Brcakrm Sink __ .. Whirlpool Lndry Standp ~ Deal Opcr. Shamp Sink Toila ; Dishwasher 1 Drink Fen .... Catch Basin Wash Fm ga- Siok ~ Su~ ~u~ ~ Wait, St, -- , ~ Si~ ' ' WM~ Neat~ ~ Wn~r ~er ~ E~m Sink ~ ~ L' ii. eric 'i P~r v~i ~al WaS~ ~ul~ Sink Co~ ~ Troy , ,, ~ Tap ~ Sink Sim ~b Sink Clas~ Sink Int O~aSc T~ __ S~dp E~t ~e T~ap .- PI~ Sink ~r~ns Sink Electric Contractor Use/Nature of Work .~ O EIV form attached (If Replacement) Sanitary Sewer Storm Sewer WaJer Service Size Material Type # Corn,. Type' Application(s) and fee(s) can be brought to City Hail, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh WI $4903-1128. Corrancncin8 work without permit(s) will result m fees being doubled or $100.00 plus thc normxl pei-i::it fee, which ever is ~eater. OR Check here if ~ou wanC chis procea~ed through your accoun= ~ 11/13/2002 18:28 9205893016 OFFICE (~ UW ~ PAGE 07 z - ac rue = 9 1- Aw ~'s Iqp~ M.•k~r l ~ 5~~~ _____~_-----___-__ WATER CALCULATION WORK5HEET FOR ____.,____ --------------••-~-- __ _-NAkEM00NE550F PIIQIECT INFORMATION REQUIREp TO CALCULATt WATER SERVICE SIZE t, pemand of building in gallons par minute. 2, pi(ference in elevation from main or extamal pressure tank ~to/building control valve. (feet)__ ~ _.-_ 3. Size of the water meter. (When applicable) S/8" __, 3/4" V , t" __• 1-1t2" __. Z __. 3" __• 4 _^• 6" ~.. 4. Developed length from main or external prsssure tank to building control valve. (feet) _ 4S w (vsig)_ Sys ., 5, Low pressure at main in street or e><temal pressure tank. CALCULATE WATER SERVICE PRESSURE LpSs 6. Low pressure at main in street or external pressure tank. (value of tlt 5 above) - 5y --- 7. Water Service diameter IS ___ ~_.,,.• Material is _T ~_~ C r.,---• Pressure loss ~ (S i.e.; 65it = .65) per 100 ft • __ ~ __ lbs. X _: AIS___(decirnal equ lent of service length. --- --- (Subtract line 7. from line ti,) subtotal ~!~S g. petemnate pressure (lain or loss due l4 elevation, value of '8" . ~ __ (multiply the value of ff 2 shove by .434) 9. Available pressure after the bldg. control valve. (Subtract or add qne e. Enter in 'i3".) subtotal _ 't'~~•q~• CALCULATE TNZ; PRESSURE AVAILABLE FOR UNIFORM LOS8 (VALUE OF "A") g, Available prsssure after the bldg. contra valve. (from '8" above} Value of '8" _ y~!_'o'x" C. Pressure loss of water meter (when meier is required or inslaNed) Value of 'C" -?~5 _ (Subtract line C. frorr- line B.) subtotil ~~-y~ D. Pressure at controlling fixture. Value of'D' _ ~_~ (Controlling fixture is _„_____-- ~V--------------) (subtract the value of D.) subtotal c~~•V~. E. Difference in elevation between the building contra v7tlve Va-ue of 'E" _ ~ ~ and the controaing fixture In feet ~~__ X .434 psi/it. ~ -~--- ~ ~ (Subkstt the value of E.) subtotal o'2Q_9~a ~. F. prsssure bas due to water treatment devices. instantaneous water heaters and backflow preventerS which serve the controlNng fixture. Value of'F' ___~ _ (Pressure bas due to ~_________ ~ _________-___) (Subtract the value of F.) subtotal o~Qs91a G. pevebped length from building Contrpt valve to cornroNing tixture in feet ___yG_ X 1.S Value af'G" _ ~ _ ~~,, // (Divide by the value of G.> subtotal • 349~3~ (water dist-ibuGon piping material is _ p~(__C~~ __) Multiply by A. Pressure available for unNorm bas qo - wn~ t _ i!w fA1- 1 „A., _ 1 t)t) Fixture Listing Date: November 19, 2002 Name: O'NEILL ENT Project: NSFR Street: Street: 1906 MITTCHELL ST City: City: Non Public Use Fixtures unt ('nlri Tntal 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Dishwashing Machine 1.00 .00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 1.50 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 7.00 15.50 18.50 13.1 Gallon per minute demand of the building. Predominatly Flush Tank 36.4 Pressure available for uniform loss. For the table use - 37.0 Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 Value of C 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 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0 Date: November 19, 2002 Name: ONEILL ENT Street: City: Fixture Listing Project: NSFR Street: 1906 MITTCHELL ST City: Non Public Use Fixtures unr (`.,1.7 T.,t~l 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Dishwashing Machine 1.00 .00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 1.50 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 7.00 15.50 18.50 13.1 Gallon per minute demand of the building. Predominatly Flush Tank 36.4 Pressure available for uniform loss. For the table use - 37.0 Maximum 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 2 1/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value of C 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 WATER DISTRIBUTION DATASHEET Date: November 19, 2002 Name: ONEILL ENT Street: City: Project: NSFR Street: 1906 MITTCHELL ST City: 1. 13.1 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter. 4a. .8 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 5.4 ft per sec. 4b. 2.3 Lb loss from a 45.0 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 150 ,inside diameter of .995 and a velocity of 5.4 ft per sec. 5. 2.6 Lb loss from a 3/4in Meter 6. 48.4 Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is deternuned by using the following formula, then rounding the result up. A - B- C+D+E x 100 F A. 37 Pressure available for uniform loss (psi/100 feet of pipe). B. 48.4 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHWR-MASTER BATH D. 6.5 Lb loss resulting from a 15.0 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. 60.0 Ft Developed length from the 40.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 Value of C 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 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0