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Home My WebLink About0093783-Plumbing (interior) "':" ,':':"'~ o OSHKOSH ON THE WATER Job Address 1835 HICKORY LN CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD No 93783 Contractor COMPLETE PLUMBING INC Plan Create Date 04/01/2002 Owner JERRY H DOEMEL Category 410 - Residential-Interior Bathtub 1 Shower 2 EjectoJ/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 - - - - - Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 4 Lndry Tray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 - - - - - Toilet 4 Lndry Stndp 1 Clothes Wshr 1 Ice Chest 0 FlrlWst Sink 0 Int Grease Trap 0 Res. Sink 0 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 - - - Bar Sink 1 Dishwasher 1 Beer Tap 0 Sculry Sink 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 1 Use/Nature NSFR of Work Size Material Type Conn. Type # Sanitary Sewer o o o o o o o o o o Storm Sewer Water Service o o o o o Valuation $10,000.00 Issued By \(.'(\1\ $0.00 Permit Fees $132.00 Plan Approval D Permit Voided I all work pursuant to rules governing the described construction. Date 04/23/2002 Date 04-'d3-0-:J Signature Address W 7057 SHEA RD Agent/Owner MENASHA WI 54952 - 0000 Telephone Number 920-380-8619 ..... "f"'> City of Oshkosh Inspection Services Division POBox 1130 Oshkosh, WI 54903-1130 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 Wisconsin 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 vou are a contractor participating in the Permit Fee Account Svstem and have adequate funds, check here if vou want this processed throuf!h vour account n Job Address i <1'5) Owner 1;. V"\ \.V\ Y lXISingle Family H\'c.~~'fy LN &." y" to 1-\ DDuplex Value (Including labor and materia~ /6, ()CX) CC>(/\''\f' e J ~l vi VA bl'lAj DMulti-Family jJIRental DCommercial Date4-);)-O J TtVc Dlndustrial Number of Fixtures: Bathtub ( Lndry Standp Whirlpool f Disposal Lavatory !L Dishwasher Toilet !l.- Sump Pump Res. Sink Ej ector/Grind Bar Sink ,- Water Softner Water Heater -r Local Waste D Gas D Elect !lPwrVnt Clothes Wshr Shower ? Bidet Floor Drain -L Beer Tap Lndry Tray -'- Classrm Sink Lab Sink Surgeons Sink Plaster Sink Breakrm Sink Sterilizer Electric Contractor Contractor I ---r- ~ ~ -r Use/Nature of Work A/SFf2- Dent. Oper. Shamp Sink Dip Well Flr/Wst Sink Drink Ftn Catch Basin Wait.St. Wash Ftn Ice Chest Urinal Exam Sink Gar Drain Sculry Sink Soda Disp Hand Sink Coffee Maker F Prep Sink Ice Maker --I- Serv Sink Site Drain Int Grease Trap Roof Drain Ext Grease Trap Standp Rec OR DElectric Installation Verification form attached (If Replacement) Size Material Conn. Type Sanitary Sewer Storm Sewer Water Service Type # 3/02 AUG-26-2002 08:11A FROM: I V i (., \1\ \. , V' "O\~. , ", TO: 19202365084 V"'ll.;,,'" ,t....' -. ~"".r~" 101- rVIl;1J' V~ \J "5 'I $3 rS fI ,"c.. t:..e \I \) WATER CALCULATION WORKSHEn p: 1/1 ., , InfonDatioc needed for water serviu sizing 1. go,,/ Demand of'buildint in plloDs per inin\ItC. 31 wt; (() ) 2. 1~'1 :S' 3, 4. ~ Low pnwun: lit main ill S'lrcet (or II cxtemIl pressure tank). Difference In elevation ttom main to meter (or mern.. Jft$SW'C QrIk to buildina control ~.Ivc), Size: of water mc:ler (if applicabl:). ,.~ Developed len!lh ft'om main to lIleter (or ectemlll pressUl'e'faJ\k to builcllng control valve). Your must first find tbe a'\'ailable pressure after tbe "'ater meter (er aJ. b\lildinr contrOl valve). To obtain this prenun:. you must:. ?S~ ,O~ 6, I Find prcuwc Iou QUC to ftiction in ~ -inch diameter walel" scrvili~. '.J ,'30~ Find pm$Urc loss dlle to cl~alion. mllin to meter (or Clttem41 pressure tank \0 building cantTOl valve). Multiply wim clifTcn:nc:c in ,Icvation ~. .434 psi/ft. 8. 5 Find pressure loss due 10 meter (&om manufacturer or AWWA). 9. '16., i'1 Subll'llc:t the: ID5I due: to fri=(ln (Step 6). 1055 due to elevation (step 7), and Iou due to merer (stcp 8) lTom the low main prcssure (Ot 10\\1 prcIsure: at clU&rJIal pressu~ Wlk (StCp ::). This calculation is the available pressure after rhe water metA!r (or at the building col'llrol valve). This lIJ1$wcr is entered in line B below. Information needed fot water distribution sizing J Using the followinl (ormuIL fiucl the pRSsurc available ror uniform loss (psi/I 00 reet of pipe). B . (C .!> - J) ^ - F X 100 WHE1U.: ..~. "".S;:lU.l Pressure available for uniiorm loss (psl/l00 feet of pipe). B.!lQ.i Available prtSSUI'e after water meter (at the: building control valve 01' low pn::QImI It incernal pressure rank) (see $tCp 9 above). C. 2-~ Prl:sSUl't 1leCd=ct It conUQl1inS iixwtc. D.~ J)iffc:tmee in elevation bClWCeI1 wat!;f mew (ix.ilciinS (:OmrOI valve or internal pressure WI") and controlling fixtw'C in feet I S x .434 pili/I\. A ,e>{:., E. --1.L..- ~ loss due to Wltel' sofiefters. wacet autmell.t devices. instaconeou$ water beaten and oackftow pnt~nt&l'S which &crve 11\. controUins filn~rc. Convcmion.l water hc:ar&rs u$llally do nOt have a pressure loss. F. ~ Ot1'c1~ leap from wau:r meter (building comrol valve or int.emal plUsure tank) to Controlling lill;tUl'C in feet a2: x 1.$. . With presSUl'C available for uniform loss, SO to .pplicable cable (or dislriblltion sizins. J /.:<j l J WATER DISTRIBUTION DAT ASHEET ,'" Date: August 26, 2002 ) Name: COMPLETE PLBG Project: NSFR Street: Street: 1835 HICKORY LN City: City: 1. 20.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 54.0 Low pressure at the Main in Street. 3. .0 Lb loss from a.O ft difference in elevation from Main in Street to the Water Meter. 4a.~ Lb loss from a 15.0 ft I" Copper Tube Type K ASTM B88 water service from tj1e Main in Street to the curb stop. Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 8.6 ft per sec. 4b.~ Lblossfroma84.0ft 11/4" PETubingCTS ASTM2737 AWWAC901 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 7.6 ft per sec. 5. 6.5 Lb loss from a 3/4in Meter 6. 37.7 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. ------H Pressure available for uniform loss (psi/lOO feet of pipe). B. ----.l1.!J... Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. SHOWER VALVE-MASTER BA THRM D. ~ 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 W1R SFNR serving the controlling fixture. F. 48.0 Ft Developed length from the 32.0 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 21/2 3 4 Actual I. 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 7.5 0 18 34 62 112 270 484 776 1835 ~ / Date: August 26, 2002 tfJ-sr- -~o" ~ J. f:J 1 V ,t Fixture Listing Ai o . J Name: COMPLETE PLBG Project: NSFR Street: Street: 1835 HICKORY LN City: City: Non Public Use Fixtures 7?- II,S- ~ ;;-0, 5' Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bar Sink .50 .50 1.00 2 Bathtub, with or without shower head 3.00 3.00 4.00 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 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 4 Lavatory 2.00 2.00 4.00 2 Shower, per head 2.00 2.00 3.00 4 Water Closet, gravity type flush tank .00 8.00 8.00 Public Use Fixtures Hot Cold Total .00 I .50 I .50 .~ j Q Ice Maker Total Water Supply Fixture Units 11.50 25.00 32.00 20.8 Gallon per minute demand ofthe building. Predominatly Flush Tank 23.3 Pressure available for uniform loss. For the table use - 24.0 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 21/2 3 4 Actual L 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 7.5 0 18 34 62 112 270 484 776 1835 ~ I