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Home My WebLink About0124160-Plumbing (interior) ,e. OSHKOSH ON THE WATER Job Address 1829 SHERIDAN ST CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner SHOWCASE CUSTOM HOMES INC Contractor P&S PLUMBING Category 410 - Residential-Interior Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature of Work 2 2 1 Shower 1 Water Softner Wait. St. Shamp Sink - Floor Drain 1 Local Waste Ice Chest FlrlWst Sink Lndry Tray Clothes Wshr Exam Sink Catch Basin Disposal 1 Bidet Sculry Sink Wash Ftn - Dishwasher 1 Beer Tap Hand Sink Urinal - Sump Pump 1 Lab Sink Plaster Sink Standp Rec Classrm Sink Sterilizer Surgeons Sink Ice Maker Breakrm Sink Dip Well F Prep Sink Gar Drain Ejector/Grind Drink Ftn Serv Sink Soda Disp SILCOCK No 124160 Greate Date 03/22/2007 Plan Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valve Eye Wash Statn 2 Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs NSFRI New single family' 1 story with 2 car attached garage and a 10' x 14' patio and 23' x 25' concrete driveway. , Size Material Type # Conn. Type' Sanitary Sewer Storm Sewer Water Service Parcelld # 1217080000 Valuation Issued By 2 $6,200.00 Plan Approval $0.00 Permit Fees $119.00 0 Permit Voided I Date 04/11/2007 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necesso/approvals before starting such activity. Signature ~~ h,tfJ. '#2726c.-'l Date .::...//11/01 AgenUOwner Address PO BOX 2153 APPLETON WI 54912 - 2153 Telephone Number 920-722-5035,920-7 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Per~it Number, Type of Inspection (Le. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is re~eived. Work may continue if the inspection is not performed within two business days from the time the project is ready. City of Oshkosh fuspection Services Division POBox 1130 Oshkosh, VVI54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 '~ OfHKOfH ON THE WATER Plumbing Permit Application I hereby apply for a permit to do and install the following plumbing on the premises hereinafter described, the work to conform to the VVisconsin State Plumbing Code, in the performance of which all parties hereto agree to and are bound by said statutes. . Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh WI 54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the normal permit fee, which ever is greater. OR If YOU are a contractor participatinfl in the Permit Fee AccountSystem and have adequate funds. check here if YOU want this processed throuflh your account n . Job Address IIr 2 " $b) '2c~ ~- Date(..,/J 1/10'1 P L tI ~ n / ~t. DCommercial Dlndustrial S> I~{ b(l>./,- Value (Including labor and materials) Owner 50 t C,. I L.f. !:6lSingle Family DDuplex Contractor f ~ ~ DMulti-Family DRental Number of Fixtures: t Bathtub Disposal Dishwasher Sump Pump Ejector/Grind Water Softner Local Waste Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater ~ ~ Gas 0 Elect 0 PwrVnt Shower I Floor Drain I 2- 2- I Clothes Wshr Bidet Beer Tap Classrrn Sink Lndry Tray Lab Sink Plaster Sink Sterilizer Misc. Fixtures Surgeons Sink Breakrrn Sink Dip Well Hose Bibs ( -----L -1- -.fIlL ~ -2- DnnkFtn Catch Basin Wait.St. Wash Ftn Ice Chest Urinal Exam Sink Gar Drain Sculry Sink . Soda Disp Hand Sink Coffee Maker F Prep Sink Comm. Ice Maker Serv Sink Site Drain Int Grease Trap Roof Drain Ext Grease Trap Standp Rec ~ R.p.Z. Valve Eye Wash Stn Shamp Sink Wtr Sewer Mtrs FlrlWst Sink Deduct Meters Wtr Usage Mtrs Electric Contractor OR DElectric Installation Verification f~rm attached (If Replacement) Use / Nature of Work Size Material # Sanitary Sewer Storm Sewer VV ater Service Type Conn. Type 11/05 # h~ 2 ~l .s 1-/ un I f) J..-.~ NAME/ADDRESS OF PROJECT WATER CALCULATION WORKSHEET FOR (feet) c; ';"" / (psig) '-I t; ! , INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in gallons per minute. WSFU's l Y = (GPM) /.3 a--I L_/0 I , 'l I (Subtract line 7. from line 6.) subtotal t. / 1..1 ,7 ~1 CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") 8. Determine pressure gain or loss due to elevation, (multiply the value of # 2 above by .434) value of "8" - r- - 9. Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".) subtotal '-I '-1,"1 f 2. Difference in elevation from main or external pressure tank to building control valve. (feet) B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" '-I L I I Z c7 Value of "c" ,..., r- L,~ (Water distribution piping material is P ~~.J. 3. Size of the water meter. (When applicable) 5/8" 3/4"1/": 1" 1-1/2" 2" 3" 4" 6" . -' -' -' -' -' -', -' - C. Pressure loss of water meter (when meter is required or installed) (Subtract line C. from line B.) subtotal "II, '7/ ~ Multiply by 4. Developed length from main or external pressure tank to building control valve. 2 &' 2/.'7'1 t II~'-I J '7, ..../ s-' F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Value of "F" - C. ...- (Pressure loss due to ) (Subtract the value of F.) subtotal j '''1, L( )' 5. Low pressure at main in street or external pressure tank. G. Developed length from building control valve to controlling fixture in feet 1j <;" X 1.5 Value of "G" I Is (Divide by the value of G.) subtotal p I 5^t I L / ) CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) ,. Yl....,if P LA" " I /' Water service diameter is t. Material iSI "'-::> 't '-- . Pressure loss per 100 ft = / i J'" psi. X ~ '7' S(decimal equivalent of service length, i.e.; 65ft = .65) 7. D. Pressure at controlling fixture. (Controlling fixture is S l.f ~? l.V 1Y Il Value of "D" ) (Subtract the value of D.) subtotal E. Difference in elevation between the building control valve arld the controlling fixture in feet I [I X .434 psi/ft. Value of "E" (Subtract the value of E.) subtotal A. Pressure available for uniform loss I. I. M c ~~,p IJ 1$ {l "A" = SBD -6479 (R8/02) 100 I ),,'-1 /.j J" / 1 ,. 0/ W TER CALCULATION WORKSHEET FOR J g- 29 s)-} l~fLl D Al'-l NAME/ADDRESS' OF PROJECT ( n. ~ U I Si:?"Q") ) INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in gallons per minute. WSFU's '2 I = (GPM) J LI,c,. f5/ 3. Size of the water meter. (When applicable) 5/8" 3/4" Y""'1" 1-1/2" 2" 3" 4" 6" . Developed length from main or external pressure tan~ to bUil~ing co'ntrol valv~. -' -' (feet)' OJ S I ALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") 5. Low pressure at main in street or external pressure tank. (psig) LI.C. Available pressure after the bldg. control valve. (from "g" above) Pressure loss of water meter (when meter is required or installed) Value of "C" 2. Difference in elevation from main or external pressure tank to building control valve. (feet) ~I b LI1'1S- (Subtract line 7. from line 6.) subtotal L I I J ? S- 8 Determine pressure gain or loss due to elevation, (multiply the value of # 2 above by .434) value of "8" - c - g Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".) subtotal '-11/2.. ~ 4. C LCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) Water service diameter is II; Lfv . Material is '? L fA ~ 71 c.. . Pressure loss per 100 ft = c:- psi. X . 4 -) (decimal equivalent of service length, i.e.; 65ft = .65) 7 Value of "B" LII J 2 \" (Subtract line C. from line B.) subtotal Value of "D" Pressure at controlling fixture. (Controlling fixture is S 1+ 0 U/ 1.3 n. ) (Subtract the value of D.) subtotal ~,LJ ~'1 .~5 L.CJI l'1,K Difference in elevation between the building control valve and the controlling fixture in feet 1 c; X .434 psi/ft. Value of "E" L II'~ L I (Subtractthe value of E.) subtotal 1"'S.5 I Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Value of "F" - C ,.- (Pressure loss due to ) (Subtract the value of F.) subtotal ,'?:> ,5 I Developed length from building control valve to controlling fixture in feet C:, 3 X 1.5 Value of "G" cry L( ,-.r subtotal ~ J 1.( L tit Multiply by 100 "A" = , Lt.,l. 9 (Divide by the value of G.) (Water distribution piping material is P l3<""-I.. ) ~ Pressure available for uniform loss 14 HI) e. o(fJ<fJd; 11 S D .6479 (R8/02) Table 82.40 - 6 ("M" Copper) 1" - 34.0 w.s.f.u. 3/4" - 18.0 w.s.f.u. 1/2" - 6.0 w.s.f.u. Table 82.40-9 (PEX Pipe) 1" - 20.5 w.s.f.u. 3/4" - 10.0 w.s.f.u. 112" - 3.0 w.s.f.u. #Fixtures w.s.f.u. total w.s.f.u. aundry Tub 1 1.5 1.5 I emaker 1 0.5 0.5 12" Hose Bib 2 3.0 6.0 . tchen Sink 1 1.5 1.5 hower, Lav, Toilet 1 3.5 3.5 ishwasher 1 1.0 1.0 utomatic Washer 2 1.5 3.0 athtub Lav Toilet 1 4.0 4.0 21 .0 w.s.f.u.