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Home My WebLink About2005-Plumbing 0 OSHKOSH ON THE WATER Job Address 470472 WYLDEWOOD DR CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner WYLDEWOOD CONDOMINIUMS LLC Contractor WATTERS PLUMBING Category 410- Residential-Interior Bathtub 2 Shower 4 Water Softner 0 Wait.St. 0 Whirlpool 0 Floor Drain 2 Local Waste 0 Ice Chest 0 Lavatory 8 Lndry Tray 0 Clothes Wshr 2 Exam Sink 0 Toilet 6 Disposal 2 Bidet 0 Sculry Sink 0 Res. Sink 2 Dishwasher 2 BeerTap 0 Hand Sink 0 Bar Sink 0 Sump Pump 2 Lab Sink 0 Plaster Sink 0 Water Heater 2 Classnm Sink 0 Sterilizer 0 Surgeons Sink -----2 Site Drain 0 Breaknm Sink 0 Dip Well -----2 F Prep Sink 0 Roof Drain 0 Ejector/Grind 0 Drink Ftn -----2 Serv Sink 0 Misc. 0 Fixtures Shamp Sink -----2 FlrlWst Sink 0 Catch Basin -~ Wash Ftn 0 Urinal 0 Standp Rec -----2 Ice Maker 2 Gar Drain 0 Soda Disp 0 No 116431 Create Date 09/08/2005 Plan Coffee Maker -----2 Int Grease Trap -----2 Ext Grease Trap -----2 RPZValve 0 Eye Wash Statn 0 WtrSewerMtrs 0 Deduct Meters 0 Wtr Usage Mtrs 0 Use/Nature ofWork r'w"'~ Size Conn. Type Material Type Sanitary Sewer # 0 0 0 0 0 0 0 0 0 0 Storm Sewer Water Service 0 0 0 0 0 Valuation $11.896.00 $0.00 $252.00 D Permit Voided I Plan Approval Permit Fees Issued By Date 09/22/2005 In the performance of tI1is 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 tI1e permit applicant to contact the easement holder(s) and to secure any necessary approvals before slarting such activity. Signature Date Address PO BOX 118 AgenUOwner MENASHA WI 54952 - 0118 Telephone Number 920-733-8125 Parcelld # 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. e OSHKOSH ON THE WATER Job Address 460462 WYLDEWOOD DR CITY OF OSHKOSH No 116431 PLUMBING PERMIT - APPLICATION AND RECORD Create Date ~ Plan OWner WYLDEWOOD CONDOMINIUMS LLC Category 410 - Residential-Interior Contractor WATTERS PLUMBING Bathtub 2 Shower 4 Whirlpool 0 Floor Drain 2 Lavatory 8 Lndry Tray 0 Toilet ~ Disposal 2 Res. Sink 2 Dishwasher 2 Bar Sink ~ Sump Pump 2 Water Heater ~ Classrm Sink 0 Site Drain 0 Breakrm Sink 0 Roof Drain ~ Ejector/Grind 0 Misc. 0 Fixtures WaterSoftner 0 Local Waste ~ Clothes Wshr 2 Bidet 0 Beer Tap 0 Lab Sink 0 Sterilizer ~ Dip Well ~ Drink Ftn 0 Wail.SI. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink 0 Shamp Sink ~ ~ FlrlWst Sink 0 ~ Catch Basin ~ 0 Wash Ftn 0 ~ Urinal 0 ~ Standp Rec ~ ~ Ice Maker 2 ~ Gar Drain 0 ~ Soda Disp 0 Coffee Maker ~ Int Grease Trap ~ Ext Grease Trap ~ RPZValve ~ Eye Wash Statn 0 Wtr Sewer Mtrs ~ Deduct Meters 0 Wtr Usage Mtrs 0 Use/NatUre of Work íW~~ Size Material Type # 0 0 0 0 0 Conn. Type I Sanitary Sewer Storm Sewer Water Service Valuation $11,896.00 Plan Approval $0.00 Permit Fees Date~ Issued By 0 0 0 0 0 $252.00 0 Permit Voided I Parcelld # In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Whiie 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 approvais before starting such activity. Date Signature AgenVOwner MENASHA Telephone Number 920-733-8125 WI 54952 -0118 Address PO BOX 118 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. WATER DISTRJBUTION DATASHEET Date:~)'~~ Project: totsl buildinl! ðu1>lex Street: 17;= ;¡;loda".;~ Name: Midwest street: , ç~ty: City: 1. ~ Gallon per minute buiding demand, predominat1y Flush Tank. 2. ~ Low pJ:eSSUI'C at the M8in in Street. 3. ----:2. psi loSt from a~ft difference in elevation from Main in Street to the Building Control Valvç. 4a.-1d psi loss from a 75.0 ft2" PE TubiDg CTS AS'IM 2737 AWWA C90] water serviœ from the Main in Street to the Building Control Val' Pres5U\'C 1- detcmíned using a C value of 150, j"side djameterofl.óZ4 and a velocity of 4.0 It per sec. 4b.---:!! No 2nd part ~ter lateral. 5.""""""'" No;water meter. 6. ~ psi ofprcssuh> aVBilable at the Building Control Volve. 11Us value is entered in (B) below. The (A) val"" listed below is dotcnnined by using the fonowing fonnu1a, then roUllding the re.o;ult up. A~ EH'C+D+E) x 100 F A ----22. P...ssm-e avaiJable for Utlifonn loss (paillOO feet of pipe). B. ~ psi of pressure available at the Building Control Valve. C. --:! Pressure needed at tbe controlHng fixture. D. -Æ psi loss resulting from a 00000 It difference in elevation from the Building Control Valve to tbe controlllilg fixture. E. --:! psi pressure loss due to a no pressure loss dc~ecs serving the controlling fix1.1Jrc. F. ~ Ft Developed length from the .Q.Q..!J.Q.Q. ft aetuallcngtb of piping from the Bnilding Control Valve to the eontroUing fixtnt'e. Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal S¡".e 1/2 5/8 3/4 1 1 1/4 11/2 2 2 1/2 3 4 Actua11D. .56~ 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 150 150 150 150 ISO 150 150 150 150 150 Velocity in ft per sec. 8 8 8 S S 8 S 8 S s Maximwn Gpm 6 0 12.5 21.5 32 45 79 121 ]74 303 Maximum PM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT wsro 7.5 0 18 34 62 112 270 484 776 1835 Fixture Listing Date: ,,4.)0£ Name: Midwesl: Project: total buildina dupleJ< Street: -172 - '/7{J /vftØu,,/ £Ill City: Street: City: Non Public Use Fixtures 2 Automatìo Clothes Washer 2.00 2.00 3.00 2 DìshWBSbJng Machine 2.00 .00 2.00 4 Hose Bib, 112" dian!"¡1!:r .00 12.00 12.00 2 Kitchen Sink 2.00 2.00 3.00 4 Bathnlb, lavatory and water closet - FT group 8.00 14.00 16.00 2 Shower Stall, lavatory and water closet IT - group 3.00 6.00 7.00 Hot Cold Totø.I Public Use Fixtures Q Ice Maker Hot Cnld .00 I 1.00 I Total 1.00 I Total Water Supply Fixture Units 17.00 37.00 44.00 25.6 Gallon per minuœ demand of the building. Predominatly Flush Tank 99.0 Pressure available for unifonn 10... For the table use - 99.0 Maxbnun ADo,...ble 'aad for Copper 1'Qbe Typo M, ASTM B88 NOJ:1rina1 Size 1/2 5/8 3/4 1 I 1/4 11/2 2 21/2 3 4 ActiLàll D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 ValueofC 150 150 150 150 150 150 150 ISO 150 150 Velocity in ft per see. 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 PM 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 DISTRlBUTION DA T ASHEET Date: .:J/;.)!.-..- Ngn¡e: Midwest s~ Project: du)l~ side wiili service S1reet: i'!ó k1~"V!¡J1f. City: City: 1. ~ GaUon per mmute buiding demand, predonrinatJy Flush Tank. 2. ~ Lowpressurc at ilie Main in ilieStreet. 3. -----"!. No water service. 4a.~ No water lateral. 4b.~ No 2nd part water InternL 5. ~ psi loss from a 3/4in Meter 6. ~ psi ofpres9UtC avaüable at the Water Meter. This value is entel:ed in (B) below. The (A) valye listed below is deteunined by using ilie foUowmg fennula, ilien """,ding the re:¡ut up. A ~ E,(C'¡'!)I-E) X 100 F A. ~ PrEssure available formrlform loss (psillOO foct of pipe). B. 40.4 psi of pressure available at ilie Water Meter. c. ---1!& PrEssure needed at the controlling fixture. bailitnb D. ~ psi loss resulting from a!!J! II: difference in elcvation from the Water Meter to ilia controlling fixture. E. ----"! psi'preS9UtC loss due to a no pressure loss devices serving the controlling fixture. F. .......J1!:!! Ft Developed length from the 60.0 £I: actuallengtb of piping from the Water Meter to ilie controlling fixture. Maximun Allowable load for Copper Tube Type M, ASTM B88 NomD1aI Size 1/2 518 3/4 1 1114 111:2 2 21/2 3 4 AetualLD. .569 0 .811 1.055 1.291 1.527 2,009 2.495 2.981 3.935 Ve1neofC 150 150 150 150 150 150 lSO 150 ISO 150 Velocity in £I: per sec. 8 8 8 8 8 8 8 8 8 8 MlI1<imum Gpm 5.5 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 6.5 0 18 34 62 112 ;1.70 484 776 1835 WATER DISTRlBUTION DATASBEET Date: :;/t¡A6 . City: Project: dm>lcx side with service Street: 1/70 i~kfN'MI þft City: Name-. Midwest Street: 1. ~ GaUon per minute buiding deInand, predoroinatly Flush Tank. 2. ~ Low pressure at the Main in 1he Street. 3., -----"!. No water service. 4a.~ :N.;Wat.:.-lateral. 4b.~ No 2nd part water latcra1. 5.~ psiiossftoroa3/4ihMeter 6. ~ psi ofpressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is determined by using the followmg Cannula, then rounding the reoult up. A = B.(C+!>I-E) x 100 F A. ~ Pressure available for UI1iforro loss (psill00 feet of pipe). B. ~ psi of pressure available at the Water Meter. C. 20.0 Pressure needed at the, controlling jxturc, bathtub D. ~ psi loss resulting from a!!J! ft difference in elevation from the Water Meter to tI1,e controlling fixture. E. ----"!. psi pressure ¡""s due to Ii no pressme loss devices serving the controlling fixture. F........J1!:!! FtDeveloped length from the 60.0 ft actual length of piping fromilie Water Meter to the controlling fixture. Mnximun Allowable load for Crosslinked polyethylene (pox) Tubing ASTM F876 Nontinal Size 11;1. 5/8 3/4 1 11/4 11/2 2 21/2 3 4 Actual L D. .475 .574 .671 .86;1. 1.054 1.244 1.629 0 0 0 ValueofC 150 150 150 150 ISO 150 150 150 150 ISO Veloci~inftpersec. 8 8 8 8 8 8 8 8 8 8 Maximuro Gpm 3.5 5.5 8.5 14.5 21.5 30 51 0 0 0 Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0 Maximum FT WSFU 3.5 6.5 II 20.5 34 55 135 0 0 0 Fixture Listing J)nte: .lj~£ , Nome; Miðwcst Project: duplex side ".th service Street: i:/1'ð ;;4 U w.,/ ß City: Street: City: Non Public Use Fixtures 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Disltwas!ùng Maehine 1.00 .00 1.00 2 Hos.Bib, 1/2" diameter ,00 6.00 6.00 I Kitchen Sink 1.00 1.00 1.50 2 Bathtub, lavatory and water closet" FT group 4.00 7.00 8.00 ] Shower Stnll, lavaloly and water closet FT . group 1.SO 3.00 3.50 Hot Cold ToW Public Use Fixtures Q Ice Maker Hot .oal Cold .50 I ToW .50 I Tote1 Water Supply Fixture Units 8.50 18.50 22,00 15.;1. Os1lon per minute demand of the building. Predoroinatly Flush Tank 16.4 Pressure available for uniforro loss. For ilie table use -'17.0 MaxlmQD Allowable load for Copper Tube type M, ASTM B88 NomD1aI Size 1/2 5/8 3/4 I 1114 11/2 2 21/2 3 4 AcWalLD. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 ValueofC 150 150 150 150 ISO ISO 150 150 ISO ISO Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 MaximUm Gpm 5.5 0 12.5 21.5 3;1. 45 79 121 174 303 MaximIim FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Mmci1Duro FT WSFU 6.5 0 18 34 62 112 270 484 776 1835 WATER DISTRIBUTION DATA SHEET Date: )j¡.j, Name: Midwest Street Project: dUDI"" opposite side with servioe Street ?/7:2 ¿/"Ûr",:x/)Jtt. City: City: 1. ~ Gallon per minute buiding demm¡d, predominatly Flush Tank. 2. ~ Low pressure at tho MIrln in S1reet. 3. ~ psi loss from a,!!, t1: difference in elevation from Msin in S1reet to the Water Meter. 4a.--M psi loss from a 50.0 ft 1" Copper Tube Type K ASTM:B88 water scrvice ftom tho Main in Street to the Water Meter. Pressure loss detenùJJ<:d using a C value of ISO, i~de diameter of .995 and a velocity of 6.3 ft per sec. 4b.~ No 2nd port water lateral 5.~ psi loos froma3141n Meter 6..--m psi ofpressoreavai1ableat 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 resuh up. A~ B-(C+rE) ~ ]00 A -11 PresS11\'O avai1able for 1miform loss (psiIlOO feet of pipe). B. -ID .psi of pressure available at the Water Meter. C. 20.0 PressuI'C needed at the controlling fixture. bstht1lb D. ~ psi loss resulting from a y,!!, ft difference in elevation from the Water Meter to the controlling fixture. E. ~ psi pressure loss due to a no pressure loss devices serving the controlling fixture. F. t1l.5 Ft Developed length from the 45.0 ft actual langth of piping from the Water Meter to the controlling fixture. . '," Maximun Allowable load eOI' Copper Tube Type M, ASTM B88 Nominal Size 1/2 518 3/4 J 1114 11/2 2 2112 3 4 Actua11 D. .569 0 .811 1.055 1.:1.9l 1.527 2.009 2.495 2.981 3.935 Value ofC 150 ISO 150 150 ISO 150 150 ISO 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303 Maxinwm FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835 WATER DISTRmUTION DATASBEET Date: ? j;.. ;! i, Name: Midwest Sb:eet ~i.et: dut>lex opposi-to side with service Street: '/7:; M~M""'c/ ,(J/7. City: City: 1. ~ Gallon per minute buiding demand, pl'Cdomin8.t1y Flush T e.nk. 2. ~ Low pressure at the Msin in the StTeet. 3. ~ psi]ossfroma,!!,ftdifferenœ in elevation from Main in the Strect to the WaterMetcr. 4a.--M psi loss froma~t1: 1" Copper Tube TypeK ASTMB88 water service from tho Main in the Street to the Water Meter. Pressure loss detemined using a C value of 150 , inside djameter of .995 and a velocity of 6.3 ft per Sec. 4b.---..J!, No 2nd part water lateral. 5. ~ psi loss from a 3141& Meter 6..--m psi ofpresSt11'C available at the Water Meter. This value is entered in (B) below. The (A) value Hsted below is determined by using the following formula, then rounding the result up. A - B-(C+D+E) 100 . - F X A.:--J1 :PresSure available for UIlÎform loss (psi/[OO feet ofpipe). B. 37.1 psi ofpreosure available at the Watcr Meter. C. 20.0 Pressure needed at the contto]]ing fixture. bathtub D. --M psi loss resulting from a y,!!, ft difference in e[evation from the Water Meter to the controlling £ixtI1re. E. ~ psi pressure loss due to a no pressure loss devices serving the controlling fixture. F. ---Æ:!:ã FtDeveloped length from the 45.0 ft acwallength of piping from the Water Meter to the controlling fixture. Maximun AIIowab]e 1000 for Crosslinked Polyethylane (pox) Tubing ASTM F876 Nominal Size 112 5/8 314 I 11/4 11/2 2 21/2 3 4 ActD8I I. D. .475 .574 .67[ .862 1.054 1.244 1.629 0 0 0 Value ofC 150 150 ISO [50 150 150 ]50 [SO ]50 ]50 Velocity in It per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 35 55 8.5 14.5 21.5 30 51 0 0 0 Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0 Maximum FT WSFU 3.5 6.5 11 20.5 34 55 135 0 0 0 Fixture Listing ~ate:' ;i) ,it "'-..-- ........... Name: Midwest Street: Project: duplex opposite side with service StTeet: '-/7,) Þ.ÁrM..".r-I ¡J1l City: City; Non Pnblic Use Fixtures I Automatic Clothes WashC!' 1.00 1.00 1.50 I Díshwushing Machine 1.00 .00 1.00 2 Hose Bib, ]/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 I Shower Stall, lavatory end water closet FT .. group 1.50 3.00 3.50 Hot Cold Total PnbJic Use Fixtures Hot Cold .00 I .50 I Total .50 I ~I Ice Maker Total WOW: Supply FOOUre Units 8.50 18.50 22.00 15.2 Gallon per minutE: demand of the building. Predorninatly Flush Tank 16.9 Pressure available for uniform loss. For the table use.. 17.0 Mrotimun Allowable load for Crosslin!led Polyethylene (pef.) Tnb¡n~ ASTM F876 NomîDaI sìzc 1/2 518 314 1 1114 11/2 2 2]/2 3 4 Actu.a11 D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0 ValueofC 150 150 ISO 150 ]50 ]50 150 150 150 ISO Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 ß Maximum Gpm 3.5 5.5 8.5 14.5 21.5 30 51 0 0 0 Maximnm FM WSFU 0 0 0 4.5 7 14 53 0 0 0 Maximum FT WSFU 3.5 6.5 11 20.5 34 55 135 0 0 0