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Home My WebLink About0125623-Plumbing (interior) ., OSHKOSH ON THE WATER Job Address 2415 HICKORY LN Contractor O'NEILL ENTERPRISES INC Bathtub WhirlpoQI Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature of Work Valuation Issued By CITY OF OSHKOSH No 125623 PLUMBING PERMIT - APPLICATION AND RECORD Shower Floor Drain 4 Lndry Tray 4 Disposal Dishwasher Sump Pump 2 Classrm Sink Breakrm Sink Ejector/Grind 3 silcock 2 1 1 Owner DANIEL M COTTER Create Date OS/22/2007 Category 410 - Residential-Interior Plan Water Softner Wait. St. Shamp Sink Coffee Maker Local Waste Ice Chest FlrlWst Sink Int Grease Trap Clothes Wshr Exam Sink Catch Basin Ext Grease Trap Bidet Sculry Sink Wash Ftn RPZ Valve Beer Tap Hand Sink Urinal Eye Wash Statn Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Sterilizer Surgeons Sink Ice Maker Deduct Meters Dip Well F Prep Sink Gar Drain Wtr Usage Mtrs Drink Ftn Serv Sink Soda Disp NSFRI New single family. 2 story with 2 car attached garage interior plumbing. "A" value is 19 for water distribution. Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Parcel Id # 1518678000 $13,700.00 $0.00 $154.00 D Permit Voided I Plan Approval Permit Fees Date 07/03/2007 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Agent/Owner OSHKOSH WI 54902 - 5916 Telephone Number 920-230-2007 Address 522 W 6TH AVE To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. :::07/03/~007 ... ' ::. ~' 07:39 FAX City of Oshkosh Inspection'Services Division POBox 1130 Oshkosh, WI S4903~ 1130 Phone: (920) 236-5050 Pax: (920) 236-5084 19202302008 ONEILL ENTERPRISES l4J 001/003 Plumbing PermltAp,pUcation I hereby apply for a permit to do and install the foUowing plumbing on the premises 'hereinafter de~cribed, ~e work to conform to the , Wisoonsin State Plumbing Code, in the perfonnanee ofwbich all parties here1<i agree to and are bound by sald,statUtCs. " , · AppIication(s) and fee(s) can be brought to City HaIl, Room 205 or mailed to Inspection SerVices,POBox1l28. Oshkosh WI 54903.1128. Commencing work withoutpennit(s) will result in fees being doubled or$lOO,O~'ph,lSthe normal permit fee, which ever is greater. ' ~ " '.' , 1, ::: =~~: I~~:~:;~= ;.:~r :~;.':."J~ n;o:; '::0 ~:~~jt" Afo "Un! BY"; and "ave ad, qual. f""4s,..~h,.klJ.r, Job Address -11 ~~ IA. v.IUe(h>o",j""',""""'~,)~ 1m bO. patei7:j.{)2 Owner L __ Contractor {)I;)id tJ F~~) /nCL )&single Family DDuplex DMulti-Family ORental DCom~ercial [JIndustJ:iaI Number of'Fixtures: -L Bathtub WhirlJl901 Lavatoly Toilet Rea. Sink Bar Sink Waler Hcatcr~a.~~ , A..OasOE'ect~t Shower ~ Floor Oraln '--1- LndryTl1I)' -L-- Lab Sink PlllSter Sink Sterilizer . _ . Mise. Fixtures 3- ..!:L Disposal Dishwasher Sump Pump BjectorlGrind Wat~r Softner Loca1 Waste Clothes Wshr aidet Beer Tap Classnn Sink , Surgcons Sink Breokrm Sink OipWeU Hose Bibs ~ -L --L- ~ Drbilc Ptn Wait.St. lee Chesl Exam Sink . Scully Sink Hand Sink F Prep Sink SelV Sink Int Grease Tl'lIp Ext G.-ease Trap ltP oZ. V~VO Shamp Sink F1r/Wst Sink Cau:hBasln WuhFln Utinal Oar Drain Soda DIsp Colfco Malter Cpmm. Ice Maker Site Drain RoofDmin Standp ReI: Bye Wasb 8tn ' Wtr Sewer Mtl'I Deduct Metln Wtr Usage Mtrs .- ,--1- ........0- Electric Contractor, Ql1 DElectric InstaIlattion VerifIcation, fctqn ~tta'ched (IfRei:J/accment) Use / Nature of Work Sanitary S~wcr' Stonn Sewer Water. Service ~~ Size Materia] Type '# Conn. Type , / 6Y--~!) U/ 05..___.-'-' /' ' / 07/03/2007 07:39 FAX 19202302008 $" ' . ONEILL ENTERPRISES I4J 002/003 " WATER DISTRIBUTION DATASHEET Date: July 3, 2007 Name: O'Neill Enterprises Project: Dan Cotter Street: 2415 Hickory Lane City: Oshkosh Street: 522 W. 6th Avenue City: Oshkosh 1. 19.1 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 Low pressure at the Main in the Street. 3. .0 psi loss from a.& ft difference in elevation from Main in the Street to the Water Meter. 4a. 1.6 psi loss from a 50.0 ft 11/4" PE Tubing IPS ASTM 2737 AWWA C901 water service from the Main in the Street to the Water Meter. - Pressure loss detemined using a C value of 150, inside diameter of 1.269 and a velocity of 4.8 ft pel' sec. 4b.~ No 2nd part water lateral. 5. 5.5 psi loss from a 3/410 Meter 6. 47.0 psi 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. --J2 Pressure available for uniform loss (psi/100 feet of pipe). B. ~ psi of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PBV D. ~ psi loss resultmg from a 24.0 ft difference in elevation from the Water Meter to the controlling fixture. E. --..& psi pressure loss due to a serving the controlling fixture. F. 90.0 Ft Developed length from the 60;0 ft actual length of piping from the Water Meter to the controlling fixture. 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 Actuall. D, .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 0 18 34 62 112 270 484 776 1835 07/03/2007 07:40 FAX 19202302008 ONEILL ENTERPRISES !41 003/003 ." , " WATER DISTRIBUTION DAT ASHEET Date: July 3, 2007 Name: O'Neill Enterprises Project: Dan Cotter Street: 522 W. 6th Avenue Street: 2415 Hickory Lane City: Oshkosh City: Oshkosh 1. 19.1 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 Low pressure at the Main in the Street. 3. _-.& psi loss from a J! ftdifference in elevation from Main in the Street to the Water Meter, 4a.~ psi loss from a50.0 ft 1 1/4" PE Tubing IPS ASTM 2737 AWWAC901 water service from the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of 1.269 and a velocity of 4.8 ft per sec. , 4b.~ No 2nd part water lateral. 5. 5.5 psi loss from a 3/4in Meter 6. 47.0 psi of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is detennined by using the following fonnula, then rounding the result up. A = B-(C+D+E)x 100 F A. ---12 Pressure available for unifonn loss (psi/lOO feet of pipe). B. ~ psi of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PBV D. ~ psi loss resulting from a 24.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ~ psi pressure loss due to a serving the controlling fixture. F. ~ Ft Developedlength from the 60.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 I 1 1/4 1 1/2 2 2 1/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 150 150 150 150 L50 150 150 150 150 150 - VeJocity in ft per sec. 8 8 8 8 8 8 8 .8 8 8 Maximum Gpm 6 0 12.5 21.5 I 32 45 7,9 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7 0 18 34 62 112 270 484 776 1835