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HomeMy WebLinkAbout0076002-Plumbing (interior) � CITY OF OSHKOSH No oo�soo2 OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD ON THE WATER Job Address 2461 SECURITY DR Owner SECURITY HOMES Create Date 02/29/2000 Contractor JIM'S PLUMBING Category 410-Residential-Interior Plan Bathtub 1 Shower 1 Ejector/Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain 1 Water Softner Drink Ftn Serv Sink Soda Disp Lavatory 2 Lndry Tray Local Waste Wait.St. Shamp Sink Coffee Maker Toilet 2 Lndry Stndp 1 Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap Res.Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 Sump Pump 1 Dent.Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink ice Maker Use/Nature SF of Work Size Material Type # Conn.Type Sanitary Sewer Storm Sewer Water Service Valuation $5,800.00 Plan Approval $0.00 Permit Fees $52.00 Issued By ��� Date 03/23/2000 ❑ Permit Voided I In the performance of this work, I agree to perform all work pursuant to rules goveming the described construction. Signature Date AgenUOwner Address W-6166 GREENVILLE DRIVE GREENVILLE WI 54942 -0000 Telephone Number 757-5258 OR 757-64 i , • t �' �, / f � ` � CITY OF OSHKOSfi �,�, ��QO �--- ; �- � OSH OSH PLUMBING PERMIT - APPLICATION AND RECORD �'�N THE WATER / [ € ob Addrcss 2 '( 6� J���uY� J y !�✓-Vr Ow�er �,'�i'�uc-y r ��e� 0� �l/�'`+�. Crcatc�ate Co�tractor JIM'S PLUMBING Category �Qr.-S - �H��,,,•�,r— ---- Plan ' Bathtub /'�� Showe� l/ Ejector/Grind Dip Well F Prep Stnk Gar Orai� . Wh(cipool Floor Dca1n �� Wate�Sottner Dctnk Ftn Serv Sink Soda Oisp L.aYatory /�2 Lndry Tray L.ocal Wasts Wa(t St Shamp Slnk Coffee Maker To[let //.2 L.adry SEndp � Gothes Wstu Ice Chest FIr1Wst S(nk Int Greue Trap ` Res.S[nk �// Dlspasal �/ BiQet Exsm Stak Catch Bastn Ezt Grrase Tnp � BuSWc DtsMirsshe� � BeecTap Scu(ry Slnk {Kssh Ftn Nfatet Heate� � Sump Pump � Oec�t.Oper. Hand Stnk U�taa! S[te Dcatn (xassan Sink Lab Slnk P[aste�S[nk Standp Rec Roof Oca[n Be�eakrm Sink StertC¢e� Suc+Qeons Stnk Ice Ililiker UselN:tsm - of YYork NSF � YP� �- YP� Sattftaty SeYNec �j'�.•x. t�( C� � � � � v� � �, 5��,S� ; � . z _- � �� � � 1 � � k w�se� � ` � �� Va(�utto� ��P�C� Ptan A�xnval PcYmlt F�es ��� � � f lssucd By Date In the pecformanoe of this w�tc,l agree to pufam a�wodc p�usuant to niks yovunirg fhe descr7bed oo�strudio�. } S[gttttuoe ,� ��.,,� f�U,.-N S Date 3-Z !-p0 . � � Addoess W-6166 GREEMrtl1.E pEi1VE GREErtVILLE yy� 54g<2 _p Telephooe Number 757-525a OR 757-6 i � — . V � , � � �� � ���1X� �� � �� o � t � � � Fizture Listing • . . Date:Match 21,2000 Name: Midwest Homes of Wisconsin Project:New Ranch Home � Street: 100 N.Westhaven Drive,Suite B Street: 2461 Security Drive City: Oshkosh,WI City: Oshkosh,WI Non Public Use Fiztures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Dishwashing Machine 1.00 .00 1.00 4 Hose Bib, 1/2"diameter .00 12.00 12.00 1 Kitchen Sink 1.00 1.00 1.50 ] Bathtub,lavatory and water closet-FT group 2.00 3.50 4.00 1 Shower Stall,lavatory and water closet FT-group 1.50 3.00 3.50 Total Water Supply Fixttue Units 6.50 20.50 23.50 16.1 Gallon per minute demand of the building.Predomn�aatly Flush Tank 20.5 Pressure available for uniform loss.For the table use-21.0 Magimun Allowabte 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 130 130 130 130 130 130 130 130 130 130 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 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 6.5 0 17.5 34 60 110 270 480 776 1833 . . � � ' � WATER DISTRIBUTION DATASHEET • Date:March 21,2000 Name: Midwest Homes of Wisconsin Project:New Ranch Home ,� Street: 100 N.Westhaven Drive,Suite B Street: 2461 Security Drive City: Oshkosh,WI City: Oshkosh,WI 1. 16.1 Ga11on per minute buiding demand,predominatly Flush Tank. 2. 51.0 Low pressure at the Main in Street. 3. .9 Lb loss from a 2.0 ft dif�erence in elevation from Main in Street to the Water Meter. 4a. 6.0 Lb loss from a 15.0 ft 3/4" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 130,inside diameter of.745 and a velocity of 11.8 ft per sec. 4b. 2.9 Lb loss from a 30.0 ft 1" Copper Tube Type K AST'M B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 130,inside diameter of.995 and a velocity of 6.6 ft per sec. 5. 3.9 Lb loss from a 3/4in Meter 6. 37.3 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 A. 21 Pressure available for uniform loss(psi/100 feet of pipe). � B. 37.3 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture.Pressure balanced shower valve-First floor D. 3.5 Lb loss resulting from a S.0 ft difference in elevation from the Water Meter to the controlling fi�cture. E. .0 Lb pressure loss due to a serving the controlling fixture. F. 67.5 Ft Developed leugth from the 45.0 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 130 130 130 130 130 130 130 130 13d 130 Velceity in ft per sec. 8 8 8 8 8 8 8 8 8 8 MaYimum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303 . . Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFIJ 6.5 0 17.5 34 60 110 270 480 776 1833 . � Nov 2� 00 10: 31a Jim 's Plumbins 19201 757-6482 p. Z � w � IX11„Jf{f. t. :f:i � 1.i��;; ;�iil1, I I,! ! f:�': L l._ ,,, ;'l:l?C! � •7'im :', E'.I �!n�k�iiic:,i ,ti FV�.,-sllri<a f �,ic; 12c��'rr�c�i�� � i�i<_iw�-r rl:•, �n�•+, � . . . . F „ ��If•::�1'•.� ,..... ....,.,.. . ...�,., ,,,. ....___.__ _.,.. 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