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Home My WebLink About2006-Plumbing e OSHKOSH ON THE WATER Job Address 1022 WASHINGTON AVE CITY OF OSHKOSH No 119459 PLUMBING PERMIT - APPLICATION AND RECORD Owner WALTER J SCOTT JR ETAL Create Date 05/08/2006 Plan Contractor DRUCKS PLUMBING Category 410 - Residential-Interior Bathtub 2 Shower Whirlpool Floor Drain Lavatory 2 Lndry Tray Toilet 2 Disposal Res. Sink Dishwasher Bar Sink Sump Pump Water Heater Classnm Sink Site Drain Roof Drain Breakrm Sink Ejector/Grind Water Softner Wail. 51. 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 Misc. Fixtures Use/Nature ISFRI Converting a bedroom on the second fioor Into two bathrooms. Engineering calculations will be provided prior to the rough framing of Work linspection for the cut fioor joists due to the location of the plumbing stack."CHECK #60142 Sanitary Sewer Type Stonm Sewer Water Service Size Material # Conn. Type Parcelld # 1100430000 Valuation $13.600.00 Plan Approval Issued By $0.00 $42.00 D Permit Voided I Permit Fees Date 05/11/2006 In the perfonmance of this work. I agree to perfonm all work pursuant to rules goveming the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party. if you perfonm 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 Address PO BOX 355 Telephone Number 426-2654 Agent/Owner MENASHA WI 54952 - 0000 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. WATER DISTRIBUTION DATASHEET Date: May 15, 2006 Name: DRUCKS PLUMBING Project: SCOTT'S Street: 314APPLETONST Strêet: 1022 WASHINGTON ST City: MENASHA City: OSHKOSH 1. ~ Gallon per minute buiding demand, predominatly Flush Tank. 2. ~ Low pressure at the Main in the Street. 3. ~ Lb loss from a 2.0 ft difference in elevation from Main in the Street to the Water Meter. 4a. .9 Lb loss from a 90.0 ft 2" Copper Tube Type L ASTM B88 water service from the Main in the Street to the Water Meter. - Pressure loss detemined using a C value of 130, inside diameter of 1.985 and a velocity of 3.0 ft per sec. 4b.~ No 2nd part water lateral. 5. ~ Lb loss from a lin Meter 6. -ill 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+~+E) x 100 A. ----.l.I! Pressure available for uniform Joss (psi/JOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PB T/S VALVE D. ~ Lb loss resulting from a 24.0 ft difference in elevation from the Water Meter to the controlling flXture. E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 172.5 Ft Developed length from the 115.0 ft actual length of piping from the Water Meter to the controlling flXture. Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 I 11/4 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 ValueofC 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 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 0 17.5 34 60 110 270 480 776 1833 Fixture Listiug Date: May 15, 2006 Name: DRUCKS PLUMBING Project: SCOTT'S Street: 314 APPLETON ST Street: 1022 WASHINGTON ST City: MENASHA City: OSHKOSH Non Public Use Fixtures 2 Automatic Clothes Washer 2.00 2.00 3.00 I Bar Sink .50 .50 1.00 I Dishwashing Machine 1.00 .00 1.00 4 Hose Bib, 3/4" diameter .00 16.00 16.00 1 Kitchen Sink 1.00 1.00 1.50 2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00 4 Lavatory 2.00 2.00 4.00 2 Shower, per head 2.00 2.00 3.00 2 Water Closet, gravity type fiush tank .00 4.00 4.00 4 Bathtub, lavatory and water closet - FT group 8.00 14.00 16.00 Hot Cold Total Total Water Supply Fixture Units 18.50 43.50 52.50 29.0 Gallon per minute demand of the building. Predominatly Flush Tank 18.0 Pressure available for uniform loss. For the table use - 18.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 I 11/4 11/2 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 ValueofC 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 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 0 17.5 34 60 110 270 480 776 1833 WATER CALCULATJON WORKSHEET MAY 1 02006 OF .Information Needed for Water Service Sizing Demand of building in ga]]ons per minute. 1. ..2l 2. ~ 3. 2' 4. ~ 90 ' 5. Low pressure at main in street (or at external pressure tank). Difference in elevation from main to meter (or external pressure tank to buiIding control valve). Size of water meter (if applicable). Developed length from main to meter (or external pressure tank to building control valve). You Must First Find the AvaiIable Pressure After the Water Meter (or at building control valve). To obtain this pressure, you must: 1./ /N Find pressure loss due to friction in...l::.. inch water service. A..~'o- . a7 Find pressure loss due to eleva tion, main to meter (or external pressure tank to building control vaJve). Multiply the difference in elevation by .434 p.s.i.Ift. ?, ,ì$" Find pressure loss due to meter. (from manufacturer or A WW A). ~.3~ Subtract the loss due to friction (Step 6), 10ss due to elevation (Step 7), and Joss due to meter (Step 8) from the low main pressure (or low pressure at external pressure tank). This calculation is the avaiIable pressure after the water meter (oJ' at the buiIding control valve). This answer is entered in Line B, below. 6. 7. z. 9. Information Needed for Water Distribution Sizing Using the following fOI:mula. find the pressure available for uniform loss (p.s.i/lOO' of pipe) 31,9Ç A=B-(C+D+E)xlOO 31qq F 177.$ WHERE: A. \~,9i B. fc2.3~ C. LO D. ..E:.'i E. F. \12..5 Pressure avaiIab]e for uniform loss (p.s.i.!IOO' of pipe). Available pressure after water meter (at the building control valve òr low pressure at internal pressure tank). (See item 9, above). . Pre'ssure needed a t controlling fixtUre. Difference in eJevation between water meter (building control valve or internal pressure tank) and contro11ing fixture in feet 2'"( x .434 p.s.i.Ift. /0,'/1 Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backflow preventers. Conventional water heaters usually do not have a pressure loss. . Developed length from water meter (buiIding control valve or internal pressure tank) to contro11ing fixtUre in feet ~ x 1.5. With pressure available for uniform loss, go (Q applicable table for distribution sizing. ('/',h , public . wc...\te.... tÇ;Cf) +f D 21 W (~ ;, ~ . "'5 /tr>...J A<x- D(u(.\cs p(ct.",Dr-".>¡ -':;'Ill /ì¡f"¿<L",.> 'SI-. '.:C":;:~,,.,^ \.I..1I>S~,4 ROSA,!"" ")0 Ib ':¡~)!( p..,..,;,~' "..\ I I:.x.' '1pm ~~Q.f.~fixtJU"e_- - no. of fixtures - Kik~,^, g iNK d:';,h UJiA"l,e,-- Bo-"5 ; ^>!<. Aviv lIJCA',I,<O'"" ~ Lo.v)v,l, '2. \~v\'1 w¡Ju 2 c/o>~ ~ L<>.v 5 ;N/~ l.f ßa.~l,¡"",,()¡.~ (YðU S If Sl.oV--'eýs' L Ho::>e '--(- '3/«" bibs. DistributjQn Pipe WSPtl Pine Size G.P..M. ".~! "'1 1'/2 It 3/4 II 1 I> 1 1/4 It 1 1/2 ,. 2 II 2 112. II ," ß1(/tl , 722.2.(",UZ x cold hot ~atal Tota "'I'otal Flushometer Flush Tank /. S .', ",:" L L. "3 2. 2. ,3 L./ lj 2. '- ' L¡ I L a (I", ""2- 2. S LUSÇu Lf 11.0 5:<.,,5 Distribution Service Building Type Type Demand a.p.M. 2'1 r.T. ). ,. \.^.rõ..l-v- Set u I ( ¿ )" (',;J "ouS! Iy\!í<-/