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Home My WebLink About0106071-Plumbing (interior) e OSHKOSH ON THE WATER Job Address 3885 SHOREBIRD CT CITY OF OSHKOSH No 106071 PLUMBING PERMIT - APPLICATION AND RECORD Owner ANDREW L/MARGAR PERRIE Create Date 01/14/2004 Category 410 - Residential-Interior Plan Bathtub 0 Shower 3 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 - - - - - - Whirlpool 1 Floor Drain 2 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 5 Lndry Tray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 - - - - - - Toilet 4 Lndry Stndp 0 Clothes Wshr 1 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 - Res. Sink 1 Disposal 2 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 - - - - - - Bar Sink 1 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 RPZ Valve 0 - - Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash 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/ New single family, 1 story, 2 car attached garage. of Work Contractor LARRY HANSEN PLBG Size Material Sanitary Sewer Storm Sewer Water Service Type # Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $168.00 U Permit Voided I Valuation $12,195.00 $0.00 Permit Fees Plan Approval Issued By Date 01/15/2004 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 Address Agent/Owner GREENVILLE 920-757-6863 WI 54942 - 0000 N-1044 TOWER VIEW DR Telephone Number 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. City of Oshkosh Inspection Services Division P O Box 1130 IV A ! Oshkosh, WI 54903 -1130 Phone: (920) - 5084 Fax: (920) 236 JAN 1 4 . °' J HKO /H -5084 ON THE WATER DEPARTMENT OF Plumbing Permit Aprili f ailiEVELOPMENT I hereby apply for a permit to do and install the following plumbing on the premises hereinafter described, the work to conform to the Wisconsin State Plumbing Code, in the performance of which all parties hereto agree to and are bound by said statutes. Job Address35cal, Shfp_ C1r Value (Including labor and materials) 1 I 45. 00 Date 1- -'Z — Owner 1...461Sh prYAS ) 2Q (f bt LContractor Lar_ n I Eh n Q .o Single Family ❑Duplex omulti- Famil ❑Rental ['Commercial ['Industrial Number of Fixtures: Bathtub Sterilizer Breakrm Sink Whirlpool Lndry Standp _ Dent. Oper. Shamp Sink Lavatory S Disposal X2.___ Dip Well Flr/Wst Sink Toilet _q____ Dishwasher _L_ Drink Ftn Catch Basin Res. Sink 1 Sump Pump 1 Wait. St. Wash Ftn Bar Sink 1 Ejector /Grind ' Ice Chest Urinal Water Heater Water Softner Exam Sink Gas ❑ ElectricPower Vent Gar Drain Shower 7 Local Waste Sculry Sink Soda Disp 3 n Clothes Wshr Hand Sink Floor Drain o"� Coffee Maker Lndry Tray / Bidet F Prep Sink Ice Maker Beer Tap Sery Sink Site Drain Lab Sink Classrm Sink Int Grease Trap Plaster Sink P Roof Drain Surgeons Sink Ext Grease Trap Standp Rec Electric Contractor OR ❑ EIV form attached (If Replacement) Use / Nature of Work Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service • Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh WI 54903 -1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the normal permit fee, which ever is greater. OR Check here if you wan this processed through your account 0 Plumbing Permit Work Card Job Address 3895 SHOREBIRD CT Permit Number 106451 Create Date 12/29/2003 Owner MIKE DAVIS CONSTRUCTION Contractor COMPLETE PLUMBING INC `egory 410 - Residential- Interior Plan Value $11,150.00 _..thtub 11 Shower 1 1 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 11 Floor Drain 1 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory `1.5 Lndry Tray f 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 1 /01 4 Lndry Stndp 0 Clothes Wshr f 1 Ice Chest 0 FIr/Wst Sink 0 Int 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 Sculry Sink 0 Wash Ftn 0 Water Heater Sump Pump 1 1 Dent. Oper. 0 Hand Sink 0 Urinal 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 1 0 Use /Nature NSFR of Work Size Material Type # Conn.Type Sanitary Sewer 0 0 0 0 0 Storm Sewer 0 0 0 0 i 0 Water Service 0 0 0 0 0 Date Type_ j / / Inspector . > / 11 (% 'I /1) I 6 ') : _S: Date/Time requested: f 1 Notice Type: Telephone Number: Access: Ready Date/Time: Requested By: O Reinspect Fee O Fee Waived ❑ Reinspect Fee Paid L / 6 Ks na Fixture Listing Date: June 23, 2004 Name: COMPLETE PLBG Project: NSFR Street: Street: 3895 SHOREBIRD CT City: 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 2 Lavatory 1.00 1.00 2.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 11.50 23.50 29.00 19.4 Gallon per minute demand of the building. Predominatly Flush Tank 19.0 Pressure available for uniform loss. For the table use - 19.0 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 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6 0 12.5 21.5 1 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7 0 18 34 62 112 270 484 776 1835 I/ „, -- i t L L. WATER DISTRIBUTION DATASHEET Date: June 23, 2004 Name: COMPLETE PLBG Project: NSFR Street: Street: 3895 SHOREBIRD CT City: City: 1. 19.4 Gallon per minute buiding demand. predominatly Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in Street to the Water Meter. 4a. 1.6 Lb loss from a 15.0 ft 1" 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 150 , inside diameter of .995 and a velocity of 8.0 ft per sec. 4b. 5.6 Lb loss from a 72.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , 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. 42.2 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. 19 Pressure available for uniform loss (psi/1 00 feet of pipe). B. 42.2 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHOWER VALVE - MASTER BATHRM D. 6.5 Lb loss resulting from a 15.0 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. 82.5 Ft Developed length from the 55.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximu 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 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 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 Maximum FT WSFU 7 0 18 34 62 112 270 484 776 1835 JUN -23 -2004 09:0614 FROM: T0:19202365084 P:2/2 J8 Sh Ore beti V h,S C.a/ucREre G o- WATER CALCULATION WORKSHEET Cevi S //trC7 Information needed for water service sizing 1. Demand of building in gallons per Minute. 2 4 w S FA 2.11_ Le pressure at train is Streit (or at external measure tank). 3., 4 Difference in elevation from main to meter (or external pressure tank to building control valve). 4 .' Size of water meter (if applicable). • S. ie. Developed kngtb from main to meter (or external pressure tank to building control valve). Your must first find the available pressure after the water meter (or at building control valve). To obtain this pressure. you must: 6. // F pressure loss due to friction in diameter water service, 7.Y Find pressure loss due to elevation. main to meter (or external pressure tank to building control valve). 4luhiply with difference in elevation by .434 psi/ft. Find pressure loss due to meter (from msnufacntra or AWWA). 9 . £ /. 7G Subtract the Jou due to friction (step 6), loss due to elevation (step 7). and loss due to meter (step $) from the low main pressure for low pressure at external pressure tank (step 2). This calculation is the available pressure after the water meter (or at the building control valve). This answer is entered in Line 8 below. Information needed for water distribution sizing Using the following formula. And the pressure available for uniform loss (psi/100 feat of pipe). A= F X 100 WHERE: _ _ _ Pressure available fbr uniforms loss (psi /100 feet of pipe). B. 7 2 Available pressure after water meter (at the building control valve or low Pressure at internal pressure tank) (see step 9 above). C. . 7 ,' Pressure needed at controlling fixture. D. Difference in elevation between water mew (building control valve or internal pressure tank) and controlling fixture in feet x .434 psi/ft. E. a Pressure loss due to water softeners, water hestnuent devices. instamaneous water heaters and backfiow preventets which save the controlling fixture. Conventional water haters usually do not have a pressure loss. F. _ ;. Developed length from water meter (building control valve or internal feet pressure tank) to controlling fixture in With pressure available for uniform loss. go to applicable table for distribution sizing. Fixture Listing Date: January 21, 2004 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 3885 SHOREBIRD CT City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bar Sink .50 .50 1.00 1 Bathtub, with or without shower head 1.50 1.50 2.00 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 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 2 Lavatory 1.00 1.00 2.00 1 Shower, per head 1.00 1.00 1.50 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 13.00 31.00 37.50 23.0 Gallon per minute demand of the building. Predominatly Flush Tank 13.9 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 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 150 150 150 150 150 150 150 150 150 150 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 V I ( 6 36 4 3c WATER DISTRIBUTION DATASHEET Date: January 21, 2004 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 3885 SHOREBIRD CT City: City: 1. 23.0 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 .0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 2.8 Lb loss from a 15.0 ft 1" 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 9.5 ft per sec. 4b. 5.9 Lb loss from a 55.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of 1.060 and a velocity of 8.4 ft per sec. 5. 3.0 Lb loss from a lin Meter . 6. 43.3 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 F A. 14 Pressure available for uniform loss (psi /100 feet of pipe). B. 43.3 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE - MASTER BATH D. 8.7 Lb loss resulting from a 20.0 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. 105.0 Ft Developed Length from the 70.0 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 150 150 150 150 150 150 150 150 150 150 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 01/17/2004 11:17 9207575807 HANSEN PLUMBING INC PAGE 03 Fixture Listing Date: January 15, 2004 Nance: Ladish Hamm Project: Patio Rea. - Street: Street: 3885 Shorebird Ct. City Neenah City: Oshkosh Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bat Side ,50 .50 1.00 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 1 Glass Filler .00 .50 .50 4 Hose Bib, 1/2" diameter .00 12.00 12.00 1 Kitchen Sick 1.00 1.00 1.50 1 Larmdry Tray, 1 a 2 compervnent 1.00 1.00 350 2 Lavatory 1.00 1.00 2,00 1 Shower, per head 1.00 1.00 1.50 1 Water Closet, gravity type flush tank -00 2.00 2.00 1 Bathtub, lavatory and water closet • FT group 2.00 350 4.00 2 Sbower Stall, lavatory and aster closet FT - group 3.00 6.00 7.00 Total Water Supply Fixture Units 13.00 31.00 37.50 23.0 Gallon pa minute demand of the building. Predominatly Flush Tank 15.5 Pressure available for uniform loss. For the table use -16.0 Minimum Allowable bad for Copper Tube Type M, ASTM Brig 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 150 150 150 150 150 150 150 150 150 150 Velocity in !t par sat. 8 8 8 8 8 8 8 8 8 8 Mainers Opm 5.5 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 6.5 0 18 34 62 112 270 484 ` 776 1.835 • 01/17/2004 11:17 9207575807 HANSEN PLU+IBING INC PAGE 02 WATER DISTRIBUTPON DATASDEET Date! January 15.2004 Name: Ladish Homes Project: Paris R. Street: _ Street: 3885 Shorebird Ct. City: Neenah _ City: Oshkosh 1. 23.0 Gallon per minute beiding demand. prdomiaady Flush Tank. 55.0 Low Femur; at the Main in dm Street. 3. 2A Lb loss from a 66.0 0 differe»ce in elevation from Main in the Street to the Water Mater. 4a. 4.4 Lb loss from a 55.0 ft 1 114" P13 Tubing ASTM 3309 water service from the Mail in the Street to the Water Meter. Pressure lam dctentined using a C value of 150 , aside diameter of 1.125 and a velocity of 7.4 ft per sec. 4b. _0 No 2nd past water lateral. 5. 3.11 Lb loss from a line Meter . 6. 45.0 Lbs of possum available at the Water Meta. This value is entered in (l3) below. The (A) value listed below is determined by using the following formula, then rounding the result up. B A a .C+D*E) F x 100 A. 16 Pressure available for uniform Jou (psi/100 feet of pipe). B. 45.0 1.bs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fracture. t/sh valve D. 17 Lb loss meshing from a 200 ft diffensnce in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due toe no pressure loss devices serving the controlling fixture. F. 105.0 Ft Developed Inegtlt from the 70011 actual length of piping from the Water Meter to the controlling fixture. Maximm Allowable load for Copper Tube Type M, ASTM 888 Nominal Sine 1/2 5/8 3/4 1 1 1/4 1 112 2 2 1/2 3 4 Actual 1. D. .569 0 .811 1.055 1.29) 1.527 2,009 2.495 2.981 3.935 Value of C _130 150 150 130 150 150 150 150 150 150 — . - Velocity in 0 pa sec. 8 _ 8 8 8 8 .8 _._. 8 _. 8 8 • 8 Manimuu Gpm 5.5 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 Maximus FT WSFU 6.3 0 18 34 62 112 I 270 I 484 „ ^ 776 I 1835 _,