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Home My WebLink About0104862-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 2375 HICKORY CT Contractor GERRITTS PLUMBING INC CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner SHIRLEY DOEMEL Category 410 - Residential-Interior No 104862 Create Date 10/14/2003 Plan Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0 Whirlpool 1 Floor Drain 2 Water Soffner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 5 Lndry Tray 1 LocalWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 4 Lndry Stndp 1 ClothesWshr 0 Ice Chest 0 FIr/Wst 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 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 EyeWash 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 0 Use/Nature 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 $10,800.00 Plan Approval $0.00 Permit Fees $126.00 ~J Permit Voided Issued By Date 10/20/2003 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 709 DEERVIEW DR APPLETON WI 54915 - 0000 Telephone Number 920-739-1399 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. gun 20 02 08;5~a Oshkosh Inspections 920-236-5084 p.! City of' Oshkosh Inspection Sm'vices Division POBox I130 Oshkosh, WI 54903-! 130 Phone: (920) 236-3050 Fax: (920) 236-5054 I hereby apply for a permit to do and install the following plumbing on the premises hereinaftex de. sm'bcd, the work to conform to thc Wisconsin Slate Plumbing Code, in the p~rfonnance of which all parties hereto agree to and are. hound by said statutes. · Application(s) and fee(s) can be brought to City Hail, Room 205 or mailed to Inspcction Services, PO Box 1128, OshkoshWI 54903-1128. Cormneucing work without p~mit(s) will msuh in fees l~ing doubled or $100.00 plus the normal permit fee, which ever is greater. OR lf vou are a contracto,r ~artici~atin~ in the Permit Fee .4ecount System and have adequate funds, check here if you want this orocessed through vottr account ~ ~Si.gle Fa~ly ~Duplex ~Mulfi-Fa~y ~n~! BCo~e~i~ ~Indus~ial ~o~a ~ ~h~ub / b~dry $~ / Dm. o0=. Shan~ Sl.~ ~vam~ ~ Dish~h~ / ~ Fm Cash Basin Toilet ~ S~ P~ ] Wah. St. Wash Fm Electric Contractor O-R [~leetric Installation Verificafidn form attached (If Repla~men0 Use / Nature of Work Sa~itaW Sewer Storm Sewer Wa~et Se~i~e S~ Material Typ~ # Com~ TY!~ Fixture Listing Date: March IS, 2004 C"'"\ Name: GERRITIS PLBG Project: NSFR Street: Street: 2375 HICKORY CT City: City: Non Public Use Fixtures I Automatic Clothes Washer 1.00 1.00 1.50 I Bathtub, with or without shower head 1.50 1.50 2.00 I Dishwashing Machine 1.00 .00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6.00 I Kitchen Sink 1.00 1.00 1.50 I Laundry Tray, I or 2 compartment 1.00 1.00 1.50 2 Lavatory 1.00 1.00 2.00 I Water Closet, gravity type flush tank .00 2.00 2.00 I Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00 Hot Cold Total Public Use Fixtures ~I Ice Maker Hot Cold Total .00 I .50 I .50 /~ Total Water Supply Fixture Units 11.50 23.50 29.00 19.4 Gallon per minute demand of the building. Predominatly Flush Tank 13.3 Pressure available for uniform loss. For the table use - 14.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 I I 1/4 I 1/2 2 21/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC ISO ISO ISO 150 ISO ISO ISO ISO 150 ISO Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 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 0 18 34 62 112 270 484 776 1835 /"""1 WATER DISTRIBUTION DATASHEET Date: March 15,2004 .1\ Name: GERRlTTSPLBG Project: NSFR Street: Street: 2375 HICKORY CT City: City: I. 19.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a:.!! ft difference in elevation from Main in the Street to the Water Meter. 4a. 2.1 Lb loss from a 15.0 ft I" 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 130, inside diameter of .995 and a velocity of 8.0 ft per sec. 4b.~ Lb loss from a 105.0 ft I 114" PE Tubing CTS ASTM 2737 A WW A C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of ISO, inside diameter of 1.060 and a velocity of 7.1 ft per sec. 5. 5.6 Lb loss from a 3/4in Meter 6. 39.1 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/l 00 feet of pipe). ~ B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. SHOWER FAUCET-MASTER BA THRM D. ~ Lb loss resulting from a 22.0 ft difference in elevation from the Water Meter to the controlling fixture. E. -------.:!! Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 72.0 Ft Developed length from the 48.0 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 I 1/4 I 112 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 ISO ISO ISO ISO ISO ISO ISO ISO ISO ISO Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 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 0 18 34 62 112 270 484 776 1835 ') Mar 15 04 10:298 GERRITTS PLUMBING INC 920 739 3599 p. 1 WATERCALCULATIONWORKSHEETFOR Ler'f't:.1/ A",,;/ J(f>I"~ . , I NAME OF PROJECT ;J37Y ;./:, *0"" C+ 1 INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE ." 1.. Demand ~building in. building in galons per minute. WSFU's 3 o~ = (GPM) d I:> ) 2. . Difference in elevation from main or extemal.pressure tank to building control valve. (feet) 6- 3. S~ of water meter (when meter,is requir~d) 5/8" -,3/4" 6 _, 1-1/2" -,2" _, larger size -U .4. Developed length from mainqrextemal pressure tank to building control valve. .e:-. - . . . . . -.5..' LOVIf pressure atmai.il in .street'Or external pressure tank. CALCULATE WATER SERVICE PRESSURE LOSS 6. 7. Low pressure at main in .street or external pressure tank. (value of # 5 above) Determine pressure loss due to friction in /4 . inch diameter water service. p (Water service piping material is t:' j 1/ I f:,-;S- Subtract value of "7" ~ L.f9 ... subtotal 8. Detennine pressure loss due to elevation, (multiply the value of# 2 above by .434) Subtract value of "8" ,;;;. I? subtotal ~l '" . 8 3 9. Available pressure after the bldg. control valve. (enter in "aft below) CALCULATE THE PRESSURE A~AlLABLE FOR UNIFORM lOSS. (VALUE OF "A") . a. Available pressure after the bldg. control valve. (from "g" above) . Value of "Bft J-k" ,8~ ~ /J' C. Pressure loss of water meter (when meter is required) Subtract value of "e- to subtotal '-} o. 83 D. Pressure at controlling fixture. . 5:},cn:..,Ie r- Subtract value 0("0" DID. (Controlting fixture is 171" f?i--r- {2b,&3 subtotal E. Difference in elevation between the building control valve q.5i and the controlling fixture in feet ,;(d-.. X .434 psilft Subtract value of "En subtotal //.;;'9 F. Pressure loss due to water treatment devices, instantaneous water heaters- and backfIow- preventel:s. which serve. the .D controlling fixture. Subtract value of "F" {Pressure loss due to - & - subtotal J j, ~ Cj G. Developed length from building control valve to controlling Divide by value of "G'" 7 rJ.. fixture in feet J-/13 X 1.5 7 J. m subtotal ~Jf" t fJ-:> (Water distribution piping mate~al is &:>/J IJ-e po- Multiply by 100 A. Pressure available for uniform loss "Art, = )5: b f3 ,'" j ./ S8D .Q479 (fUt/98)