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HomeMy WebLinkAbout0107456-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 1260 JUDY LEE DR Contractor HANSON QUALITY PLUMBING CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner RUSCH HOMES LLC Category 410 - Residential-Interior No 107456 Create Date 02/26/2004 Plan Bathtub 2 Shower 1 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 3 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 3 Lndry Stndp 1 CIothesWshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 RPZValve 0 Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 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 1 Use/Nature NSFR/ Newsingle family, 1 story, of Work Size Material Type # Conn. Type Sanitary Sewer 0 0 0 0 0 Storm Sewer 0 0 0 0 0 Water Service 0 0 0 0 0 Valuation $6,000.00 Plan Approval $0.00 Permit Fees $119.00 ~ Permit Voided Issued By Parcel Id # 1342505100 Date 04/15/2004 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 necessary approvals before starting such activity. Signature Date Agent/Owner Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number 730-0205 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. 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 received. Work may continue if the inspection is not performed within two business days from the time the project is ready. Job~Address 1260 JUDY LEE DR Plumbing Permit Work Card Permit Number 107456 Contractor HANSON QUALITY PLUMBING Owner RUSCH HOMES LLC •egory 410 -Residential-Interior .htub ~ ~ 2 Shower Whirlpool 0 Floor Drain Lavatory ~ 3 Lndry Tray Toilet J ~ ~ 3 Lndry Stndp Res. Sink ~ 1 Disposal Bar Sink 0 Dishwasher Water Heater ~ Sump Pump Site Drain 0 Classrm Sink Roof Drain 0 Breakrm Sink Use/Nature of Work Plan Value $6,000.00 j 1 Ejector/Grind 0 Dip Well O F Prep Sink 0 Gar Drain 0 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Clothes Wshr 0 Ice Chest 0 Flr/V11st Sink 0 Int Grease Trap 0 ~ 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 ~ 11 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 ~ 1 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 0 Sterilizer 0 Surgeons Sink 0 Ice Maker ~ 1 ISFR/ New single family, 1 story, Size Material Sanitary Sewer Storm Sewer Water Service Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Create Date 02/26/2004 Conn.Type Date Type (,~ ~. ~' Inspector F ~~~.m ~,.~~~m F Q o~. ~'~~~~~ .,,~ - ~,2 '" ~ T~ -- o K Date/Time requested: Notice Type: Telephone Number: Access: Ready Datemme: Requested By: ^ Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid ----------------------------------\-'---------------------------------------------------------------------- V i ~ ~. 06/15!2004 10:42 920 tiANSt]NS f~LIAt.IT`Y7PLUM PAGE 02/03 !~ .~ WATER CALCULATION YVORKSHEET FORE a or q~QRMATWON RE4UlRED TO CALCULATE WATER SERVICE SIZE 1. Demwrtd d truNding in gaNona Per' minute. WSFU's ~ ' (GPAiI) /..~ ~`. 2. Dyferenos h elevation from main of external pressure (7MIHc b building control vaMe. (~1 ..t-~----- ~ 3. Size d lha water meter. (Wlwn applicable) '~" t~=/ ~ ~- '~ 1-11Y _,... Z" ..._• 3" ~ '~~ --~ ~ -= ~ ~"© 4, Developed lengtlt frarn main or gdemal presturs,tank to binding gpntrd valve. (f ) 5. Low pressure at msM in street or external pressure tank. ; ' ,: 1PN91 -'.~'- CALCULATE YYATER SERVICE PRESSURE'LOSS 6. Low pressure at main in strsd or external pressure tank. (value of # 5 atxwe) 7. Wafer service meter Ls ~ ~Y. Materiel is _,,~ ~ loss per 100 R = _.~. P~• X .7~--(decimd e~rivak wrvroe length. I.e.~ 65R = .65)~ (9ubbact line 7. ftom 5ne 6.) subbotsd ,..~^~_ 8. DetenriUe praaas's pain or 6osa due to elevation, valus d'8" ~- (~SPf!- the value d * 2 above by .434) . 9. Available pressure ~tPter the bldg. control valor. (Subir~sd ar add tk+e tt. EMer ti "8-:) wbtoml ~.:_~ CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LbSS (VALUE OF "A'~ . ~. AvalaMe preevure atijer the bldg. control valve. (trom'9' ) Value d "B' C. Preaeure toss of Mraker meter (when mater is negriirod or inetaned) Vahie d'C' • ~ (Subtract IinA C. from pne B.) wbtotai O. Pras~s atcontrotAng fixture. ~ vebe d'D- (Controlling fhcttue is Cl sw_ •t.. ~ _--t (Subtrat~ the value of D.) subtotal E. t~lfer+erroe M elevatbn between the txriid[ng contrd valve end the controlNng fixture in teen X .434 psllft. Value d'E" (8ubtract the value of.l=.) subtotal F. . ~ Pressure~oea due to water teatment deNoes, instsnteneaus water h~dei~ and backtlaw prevanters which carve the . eontrollin~ fixture. 4~~-~ ; ~ Vslue d'F' (Pressure, bss due b 1 (Subtract the value of F.) subtotal O. .. Developed length f~ building control valvo b controlling . 'fixt-xe in feat `'~ X 1.5 (Divide by the value of G.) (Water dietrtbution piping materiel. is ~ . A . P~egsrx+e available for uniform kus . Value d'G' subteW S~ -~ 3 .G~~ 3 ~ .-~O ..5~. G ~ ~ ~,~~~ s 3, ~~ 50 Multiply by 1QQ,_ MA. _ ~~i tto.~+~tw+o~- 06/15!2004 10:42 920 0 3 .~ V Z O .~ ~. ~. ~~ ~~ ~ g ~ ~~ .~.~~ ~~~ ~, ~~~~ s~ ~ ~~ ~~~~ ~~ 0 ~~ r ~.~~ ~~ o~ ~~. ~~ o~ ~v ,~~~ ..~~. ~. . HANSOMS f~LIAt_ITY PLUM PAGE 03/03 g ~ ~ ~' coo tb ~ ~ s (,~ ~ ~. ~ ~ c ~ ~ v ~ a ~a o ~ d ~ o~ ~_ ~~ f~ ~•~ ~ ~~ • ~ ~ ~. ~~,~ ~~..~ ci a e ~ •~ ~ -~ g~~'~ ~. o.~ .~~• ~.~ . ~~~. ~ ~sg~`~ s ~.- ~~. ~~~~~ d ~~ ~~ ~r ~~ ~~ ~ ~:• . ~,~• ,~~. ~ • ~ ~.'. € ~ ~ ~~~ 0 W s~~s~ s ~.~ ~~~~ ~~~~~ ~~ ~~~~ ~~~~~~~s~~~ ~~~ a~ ~~~ .. ~• ~ .s a ~,~ ~ ~ Tip d `o ~~ o. ~ 8 ,~ ~• ~ e~s~' aiiadddd . ~ • • ~• M ~ 3 E ~ ~ ~ s p ~~5 a~ ~ w '~ ~ ~ ar ~ u~' a a ~ n .• ~ a ~ 4 ~i u ~ '~ a[ u'i ~ ~ s g ~~~ a~.~ ~~..a4~ .~ p Fixture Listing Date: June 15, 2004 Name: HANSON Q PLBG Street: City: Non Public Use Fixtures Hnt C nlrl 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 1 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 8.50 18.50 22.00 15.2 Gallon per minute demand of the building. Predominatly Flush Tank 48.0 Pressure available for uniform loss. For the table use - 49.0 Maximun 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 Project: NSFR Street: 1260 JUDY LEE DR City: WATER DISTRIBUTION DATASHEET Date: June 15, 2004 Name: HANSON Q PLBG Street: City: Project: NSFR Street: 1260 JUDY LEE DR City: 15.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 53.0 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. 1.0 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 6.3 R per sec. 4b. 2.5 Lb loss from a 50.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 ,inside diameter of 1.060 and a velocity of 5.5 ft per sec. 5. 3.5 Lb loss from a 3/4in Meter 6. 46.0 Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is determined by using the following formula, then rounding the result up. A - B- C+D+E x 100 F A. 49 Pressure available for uniform loss (psi/100 feet of pipe). B. 46.0 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 5.6 Lb loss resulting from a 13.0 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. 67.5 Ft Developed length from the 45.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximu 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