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Home My WebLink About0075680-Plumbing (interior)CITY OF OSHKOSH OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD ON THE WATER Job Address 1090 ISLAND ESTATES CT Owner MARK FASEL Contractor HANSON QUALITY PLUMBING Category 410 -Residential-Interior Bathtub 1 Shower 2 Ejector/Grind Dip Well F Prep Sink Whirlpool 1 Floor Drain 1 Water Softner Drink Ftn Serv Sink Lavatory 4 Lndry Tray 1 Local Waste Wait. St. Shamp Sink Toilet 3 Lndry Stndp 1 Clothes Wshr Ice Chest FIrNVst Sink Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin 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 0 Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker No 0075680 Create Date 02/01/2000 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Use/Nature ~ISFR /INTERIOR of Work Valuation Issued By $8,800.00 Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Plan Approval $0.00 Permit Fees $76.00 Permit Voided Date 03/02/2000 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Address 550 N BLUEMOUND RD Agent/Owner APPLETON WI 54915 - 0000 Telephone Number 730-0205 %~~' CITY OF OSHKOSH Na .~ - _~~ OSI IKUSI~I PLUMBING PERMIT -APPLICATION AND RECORD orl I I Ir: wn~l r:R .I dtfreR4 ////V .L.~//i~'l~Cr.s~YCJ ' l.il`' oWltf)r ~1~N3 /~/~// ~~ !`TC7~iJ Crealc Dalc COlllfat'.Iar 1~~7`~~'~ ~~~,~/~ ~'~ C.ltetl0l'y •~ IO • IZCSlfletlllal Illlf`tlaf • rlall Ilalldub ~~ Shower /~~ EJerlorlGiind Ulp Wrll F rrep Sink __ Gv Drain Whhlpoal ~ ~ Floor Drain / %` Water Soflner Drink Fht Serv Sink -, Soda Disp ._ ____ Lavatory /~'~ l_nclry Tray / Local Wastr. Wail Sl.~ Shamp Sink _ . _- Gaffes Maker _ __, _ Tollel //~~ Lndry SUrdp f / Ciolhes Wshr Ice Chest ____ FIr/1Nst Sink _ _ Inl Grcasc Trap Res. Shtk ,r { Disposal J / _ E7ltfat Exant Sink Calcll Basin _v _ Exf Grcnse Trip Flar Slnk !_L.- Dlsitwashrtr ~ / Oeer Tap Sruiry•Silik -~ Wash Pte __ _ Walr.r Ileater ~ ~~ Sump rump ~ Dent. Oiler. 11anc1 Sink Urinal •• •-_ Site t7min Classrm Sink Lab Sink rlastcr Sink Stmuip Rec Roof Drain V_ Oroakrrn Sink Sterilizer Surgeons Sink Ice Maker USeRJalure of Wrnk NSF Sanitary Sewf+.r ~~/Ki ~~~~ 3 .~ ~ a 1 Vatuatirnl ~O ~~ Issued Ry Stone Sewer ' ~-. ~ \~ ~~` ~ Water Servit•,e rert`nit r-~~S '~7(0 ~ ~~~~-~ 4 Dale ~- ~ f ermil Voided in the pelforrnance of Ihls work, I agree Io perform ail work pursuant Io rules governing the described construction. Signature. //~~~~ Date A nllOwner address 30.10 I(rfnrr S'T' RD OSI IICOSi 1 WI 54cJ01 - 0000 Telelrhonc fJumbrr 7.35.77.G3 ~ . 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(~ C =_ to '~ V! y N `~ ~ < m N 7~ m O a ~ O• N ~ y C y C Uf C !/7 C V! C C C~ ~~ C N~ '~' 7 N t° _. .= c c m c co c co c m cn m m ~° -• cn c o m ~ ~ ° o ~i ~ n~ ~ m -r~ °~ m v O °~ (~ Q; D m ~ ~ ~ ~ ~ o N N N ~ ~ ~ V " 1 l/~1 ' V V v ~ w ~ o~ r' c~D c A. o 0 0 ~ ~ _1 V~ w ~ V`~ m ~;, G~~ ~ G~~ ~~c ~~ ~, ff --~1cTv~a- Q~o~~T ~ris~li T~iG-/ __ .. r ~ __ ~- ~ ~ ._ ,~ :. ~ ~ f fit- , ~ Gj ~" ws C d - r 3, 7 S P'~ I n ~Q n m /~ (/ ~I, ns ~ Q ~ I S ~ ~ ~cc.~rG-~ 1 S ®~~' /~'.e FO e~-e- ..A+" /' l~ - ~~ 0 f c._ - ~ ~ e v s--e ~ /~ S ~~ ~ ~Z~~ ~ ~- WATER DISTRIBUTION DATASHEET Date: April 20, 2000 Name: HANSON Q PLBG Street: City: Street: 1090 ISLAND ESTATES City: 1. 17.3 Gallon per minute buiding demand, predominatly Flush Tank. 2. 48.0 Low pressure at the Main in Street. 3. 1.3 Lb loss from a 3.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 8.7 Lb loss from a 50.0 ft 1" PE Tubing CTS ASTM 2737 AWWA C901 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 150 ,inside diameter of .860 and a velocity of 9.6 ft per sec. 4b. .0 No 2nd part water lateral. 5. 4.5 Lb loss from a 3/4in Meter 6. 33.5 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. 7 Pressure available for uniform loss (psi/100 feet of pipe). B. 33.5 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET-MASTER BATHRM D. 5.6 Lb loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlling fixture. E. 15.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 75.0 Ft Developed length from the 50.0 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 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 3 0 7.5 15.5 26 41 79 121 174 303 Maximum FM WSFU 0 0 0 5 9 31 144 369 731 1833 Maximum FT WSFU 3 0 9.5 22.5 45 90 270 480 776 1833 Project: NSFR Fixture Listing Date: April 20, 2000 Name: HANSON O PLBG Street: City: Project: NSFR Street: 1090 ISLAND ESTATES CT City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bathtub, with or without shower head 1.50 1.50 2.00 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 1 Lavatory .50 .50 1.00 1 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 Total Water Supply Fixture Units 17.3 Gallon per minute demand of the building. Predominatly Flush Tank 6.5 Pressure available for uniform loss. For the table use - 7.0 11.00 20.50 25.50 Maxmmun 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 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 g g Maximum Gpm 3 0 7.5 15.5 26 41 79 121 174 303 Maximum FM WSFU 0 0 0 5 9 31 144 369 731 1833 Maximum FT WSFU 3 0 9.5 22.5 45 90 270 480 776 1833