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Home My WebLink About0110769-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 1664 NEBRASKA ST Contractor LARRY HANSEN PLBG CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner JAMES D JACOBSON Category 410 - Residential-Interior No 110769 Create Date 04/21/2004 Plan Bathtub 2 Shower 0 Ejector/Grind 1 DipWell 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 Water Soffner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 2 Lndry Tray 0 LocalWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 2 Lndry Stndp 1 ClothesWshr 0 Ice Chest 0 FIr/Wst Sink 0 Iht 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 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 NSFR/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 $6,860.00 Plan Approval $0.00 Permit Fees $98.00 ~J Permit Voided Issued By Parcel Id # 0305820100 Date 09/27/2004 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 N-1044TOWER VIEW DR GREENVILLE WI 54942 - 0000 Telephone Number 920-757-6863 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. , L Fixture Listing " Date:November 1,2004 Name: LARRY HANSEN PLiJMBING Project:NSFR � Street: Street: 1664 NEBRASKA ST City: Cl�,_ Non Public Use Fixtures Hot Cold Total 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 7.00 15.50 18.50 13.1 Gallon per minute demand of the building.Predominatly Flush Tank � 23.9 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 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 I50 150 I50 150 150 150 150 150 I50 150 Velocity in ft per sec. 8 8 8 g g g g g g g 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 Ma�cimum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 �� S , _ , �, sf _ � � g, � _ �� , � � � . WATER DISTRIBUTION DATASHEET ' Date:November 1,2004 Name: LARRY HANSEN PLLTMBING � Project:NSFR Street: Street: 1664 NEBRASKA ST City: City: : 1. 131 Gallon per minute buiding demand,predominatly Flush Tank. 2. 58A 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. 2.4 Lb loss from a 47.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 150,inside diameter of.995 and a velocity of 5.4 ft per sec. 4b. .0 No 2nd part water lateral. 5. 2.6 Lb loss from a 3/4in Meter 6. 53.0 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. 24 Pressure available for uniform loss(psi/100 feet of pipe). � B. 53.0 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture.PRSR BLNC SHWR VALVE-MASTER BATH D. 4.3 Lb loss resulting from a 10.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 120.0 Ft Developed length from the 80.0 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 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 I50 150 150 I50 150 150 Velocity in ft per sec. 8 8 g g g g g g g 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 Ma�cimum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 � 18/01/2004 12:03 9207575807 FIAIVSEN PLU�BING INC PAGE 03 .. � , Firtrre Lisdn� . ' nea:s�30,wo4 Na�e: Milro Zadin p,roje,a.gpo� ;;,� Sveet: 2445 Hid�orv Lane 5treet: 1664 Nebnsic�St. City: Oahtaah _ C�,: p�� Nos Pnblic Ux Fincture� _. Hat Cald ToW a A�onu�ic CIoH�os Wdha 1.00 1.0(1 1.30 i Di�bwaldnBM«c6�iae 1.00 .W I.00 1 Gtac�Fiuer .00 50 .SO 2 liase Bib, 1/2"�iaoelat .00 6.00 6.�0 1 Kitdrce Sink 1.00 LW I.SO 2 Seditub,lw�lpy�od wua cloeet-FT�roup 4.00 7.W 8.00 ToalWWrrSupp�yFcwoUdti ?.00 15.50 tB.50 13.1 GIIYOd pp'�ninale de�uod of the buildiog.plrodomiqrtly Fluel�Tadc 2 t.Z Pr�esqp+e avaN�Wp{ar�bss.Fa thc abk uee-22 A ,A�asi�ws A)low�6le brd br C�per Tnbt T��, ,�37'M 1� Nam�W Stz.� 1!2 S/� 3/4 1 1 1J4 1 1R 2 2 1/2 3 4 Aet�ul 1.D. 369 0 .811 1,055 1291 1.527 Z,009 2.443 2.9t1 3.93.5 Valuc of C 1 SO 1 SO 1 SO I50 l.SO 150 1 Sq 1 SO 1 SO 1 SO � Velocity ia tt pa sec. Y ! B 8 � B 8 8 N e MaxOn�o Gpm 6 0 12.5 2 L 5 32 45 79 121 ]74 303 Macim�F1N WSFU 0 A 4.5 � 11 39 144 374 731 1835 MuimumFTWSFIJ 7,i 0 1A 34 62 112 270 484 7y6 1i35 � 10/01/2004 12:03 9207575807 HANSEN PLUMBI�G INC pq�{ 02 � _, WATER D�STRIBUT�iON DATASHEET n�e:s��ao.2ooa Naroe: Miloe Zaain P�;� ,� Stroet: 2445�ck,onr l.�ne Sueot: 1664 Ncbrdc�S4 CuY O�htnh City: O�Nw�h �r — o� a._...-.�3.t� G+idoia oer�ow�we buiAi�deaa�o0.prodoraae+�'F1u�b Twlc. 2. S� L�w presw[a at t6o M�in iu Str�ot. 3. 3.S Lb bs 6om�RA R&ffinnoe m dev�ti�oo&am Main m Saeet to t6e Wa�a Met�. 4s. 2.3 Lb loe��crn�1��li 1` (',opper T�a Type K AS7M Ha8 w�mr eerviae ftum tbe M�in Sueet to the W�ter Mata. Praa�e lor defaeodned au��C v�lue oE 1 SO,i�a�ide diaeekX qf,995��vdpeity o[S.4 R per tee. 4b. A No 2ad qrt w�ta IMer�l. S. 1»d Lb lon 6om�3/�lo Mebtr 6. 19.b Lbs of p�ainre wai{able�t the Watar Meter. This v�lue u ealaed�(B)bdovv. The(A)vaWe Ilned bebw i�Aaa+iaiaed ay wa4 tl�e lollowln�;famwl�,t4ae naa�it�t�e rrsWt up. A� �� x�00 F A. 12 Prawn�v�il�ble far uaiEaen 1oa(p�i/t 00 feet of pipe). H, A9J �.be dpe�r�e�vd�bk�t th W�ter Meta. C•_.,,,.�.0_ Praa�ne ue+ed�d K Uw ca�trdlins 8xture.!H MWer T-sh Vaivc � n. 1.3 1.b Ioe�raWdo�u�om�!�e R di�ara�a ia devwon anas d�e w.oer t►��o che oonarouing�xaae. E. .0 l.b pnaear�e loN doe w�,w preswne bss devicns�arv�d�e aantrdling 5xua�e. F. 120.0 Ft Devebped{m,gth�rom thc A0.6 R atnal l�th d P�Pv►6 5an d�c W�Cor Mcw to We oamioW�fixeuc�. Mucinwo Allow�b6e!ad far Coppes Tube Type M, AS'fM�6a Namintl Siu lr2 S/A 3J1 1 1 1/4 1 1/2 Z 21/2 3 4 Acau11.A. .569 0 .811 1,055 1.291 ),SZ7 2.009 2.195 2.981 3.935 v�u��rc �so �so iso ,so ,so iso iso �so �so aso V�YmgP��. , 8 8 S ! 8 B S 1 8 MuiaimGpa► 6 0 a2.5 21.3 32 45 79 121 174 303 Maxmuao FM WSF1J 0 0 d.S 7 17 39 144 3T4 731 1S�S ]N�xinaa��'x WSf'U 7,S 0 18 34 62 112 27a 484 776 1835 •