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Home My WebLink About0104435-Plumbing (interior)CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD No 104435 OSHKOSH ON THE WATER Job Address 2475 SHORE PRESERVE DR Owner NORTHSHORE REAL ESTATE DEVELOPMENT Create Date Contractor JIM'S PLUMBING Category 410 - Residential-Interior Plan Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp Lavatory 4 Lndry Tray 1 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker Toilet 3 Lndry Stndp 1 CIothesWshr 0 Ice Chest 1 FIr/Wst Sink 0 Int Grease Trap Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 RPZValve Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 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 09/15/2003 0 0 0 0 0 0 0 Use/Nature 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 $10,800.00 Plan Approval $0.00 Permit Fees $120.00 ~ Permit Voided Issued By Date 09/29/2003 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 W-6166 GREENVILLE DRIVE GREENVILLE WI 54942 - 0000 Telephone Number 757-5258 OR 757-64( 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. 09/25/2003 16:12 FAX 920 757 6482 JIM'S ?L[~BING ~001/002 ~;ty of'Oshkosh [napectlon Services Divi$1o~ ?OBox 1130 Dshkosh, W154903-1130 Phone: (920) 25~50~0 Fax: (920) 23&S0S4 Plumbing Permit Application I hereby apply for a l~'m/t to do an8 inatall the folloW/el/ptamblng on the premises here/rafter described, the work to conform to th~ W/scon$in State Plumbing Code. in thc per forwartce of which all part/es hereto aigrc¢ to and are bound by said statutes. Application(a) and fee(s) can be brought to City Hell, Room 205 or mailed to Insl~cfion Sm",'iccs, PO t~on l 128, Oshkosh WI 54903 - l 128. Commencing work without permit(s) will result in fees b~ing doubExi or $100.00 plu~ the normal pcrmit re=, whioh ~vet is greater. [~you are a aontradtor varttcl~atin~ in the l~ermit. F~= ~¢ount gwte~r~ and ha~e adeoual~ fund~, cheek he~a {f ¥Ou want this ~roeessed through your account ~ ingle iam.y ~plex ~Mulfi-Fa~y ~Rental ~Com~rdal ~udustfial Electric Contractor OR [-'[Electric Installation Verification form attached Use / bTature of Work ,Sanitary Sewer Size Material Type # Conn. Type ] Sto~m Sewer 09/02/2003 TUE 10:37 [TI/PI NO 83461 [~]001 Plumbing Permit Work Card Job Address 2475 SHORE PRESERVE DR Permit Number 104435 Create Date 09/15/2003 Owner NORTHSHORE REAL ESTATE DEVELOPW Contractor JIM'S PLUMBING &HEATING INC "ategory 410 - Residential- Interior Plan Value $10,800.00 { _•athtub + 1 Shower 2 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 1 1 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory I / if 4 Lndry Tray ° 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 1 / 1 3 Lndry Stndp ' 1 Clothes Wshr 0 Ice Chest 1 Flr/Wst Sink 0 Int Grease Trap 0 Res. Sink 1 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 ; 1 Sump Pump j 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 ; 0 Use /Nature NSFR of Work Size Material Type # Conn.Type Sanitary Sewer 0 0 0 0 0 • Storm Sewer 1 0 „i 1 / \ 0 ). / 0 0 0 Water Service E- 0 0 0 0 0 Date Type Final Inspector WJ (Chip) Callies NSFR/FAX REQUEST /READY FOR FINAL INSPECTION AS OF 8:00 AM 1/28/04 - 1 1 gll 0(j- 3 ,, (6- pi Date /Time requested: 1/28/04 02:41 PM Notice Type: Telephone Number: 757 -5258 Access: LOCK BOX 1460 1 Ready Date /Time: 1/28/04 02:41 PM Requested By: JIM'S PLUMBING & HEATING INC JEFF 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid Fixture Listing Date: January 30, 2004 Name: JIMS PLUMBING Project: NSFR Street: Street: 2475 SHORE PRESERVE DR 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 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 1 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00 Total Water Supply Fixture Units 14.00 24.00 30.00 20.0 Gallon per minute demand of the building. Predominatly Flush Tank 31.1 Pressure available for uniform loss. For the table use - 32.0 Maximun Allowable load for CPVC Tubing ASTM D2846 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0 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 4.5 0 10 16.5 24 34 59 0 0 0 Maximum FM WSFU 0 0 4 5.5 8 19 73 0 0 0 Maximum FT WSFU 5 0 13 24 41 68 171 0 0 0 3 i 3 O 3 - 3 3-se- a 31 2 3,s 3.S WATER DISTRIBUTION DATASHEET Date: January 30, 2004 Name: JIMS PLUMBING Project: NSFR Street: Street: 2475 SHORE PRESERVE DR City: City: 1. 20.0 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. 1.6 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 150 , inside diameter of .995 and a velocity of 8.0 ft per sec. 4b. 1.9 Lb loss from a 25.0 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. 45.8 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. 32 Pressure available for uniform loss (psi /100 feet of pipe). B. 45.8 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S VALVE D. 3.9 Lb loss resulting from a 9.0 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. 70.5 Ft Developed length from the 47.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for CPVC Tubing ASTM D2846 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0 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 4.5 0 10 16.5 24 34 59 0 0 0 Maximum FM WSFU 0 0 4 5.5 8 19 73 0 0 0 Maximum FT WSFU 5 0 13 24 41 68 171 0 0 0 01/28/2004 15:41 FAX 920 757 6482 JIM'S PLUMBING Q 002/003 Fixture Listing Date: November 11, 2003 Name: JIMS PLUMBING Project: 'R03 -053 Street: W6166 GREENVILLE DR, Street: 2475 Shore Preserve Dr City: GREENVL E, WL 54942 City: Oshkosh Non Public Use Fixtures Hot - Cold Total 2 Automatic Clothes Washer 2.00 2.00 3.00 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Maclaine 1,00 .00 1.00 1 Glass Filler .00 .50 .50 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink L00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 I.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 12.00 22.00 27.50 18.5 Gallon per minute demand of the building. Predominatly Flush Tank 25.8 Pressure available for unifotm loss. For the table use - 26.0 Maxima Allowable load for CPVC Tubing ASTM D2846 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .489 0 .715 .921 1.125 1.329 1.739 0 0 0 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 4.5 0 10 16.5 24 34 59 0 0 0 Maximum FM WSFU 0 0 4 5.5 8 19 72 0 0 0 Maximum FT WSFIJ 5 0 13 24 40 66 170 0 0 0 3'f - 3 3� 7 9 i . , _ , _ _ _ 3,S a 3 ,S 01/28/2004 15:41 FAX 920 757 6482 JIM'S PLUMBING a 003/003 WATER DISTRIBUTION DATASHEET Date: November 11, 2003 Name: EMS PLUMBING Project: 'R03-053 Street: W6166 GREENVILLE DR, Street: 2475 Shore Preserve Dr City: GREENVILLE, WL 54942 City: Oshkosh 1. 18.5 Gallon per minute buiding demand, predominatly Flush Tank. - _524 Low pressure at the Main in Street. 3. 2.6 Lb loss from a 6.0 ft difference in elevation from Main in Street to the Water Meter. 4a. .8 Lb loss from a 15.0 ft 1 1/4" PB Tubing ASTM 3309 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 150 , inside diameter of 1.125 and a velocity of 6.0 ft per sec. 4b. 1.3 Lb loss from a 25.011 1 1/4" PB Tubing ASTM 3309 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of 1.125 and a velocity of 6.0 ft per sec. 5. 5.1 Lb loss from a 3/41* Meter . 6. 42,1 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 = B4C+D+E) x 100 A. 26 Pressure available for uniform loss (psi/100 feet of pipe). B. 42.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. shower vlv D. 3.9 Lb loss resulting from a 9.0 it difference in elevation *OM the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 70.5 Ft Developed length from the 47.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for CPVC Tubing ASTM 132846 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual L D. .489 0 .715 .921 1.125 1329 1.739 0 0 0 Value of 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 4.5 0 10 16.5 24 34 59 0 0 0 Maximum FM WSFU 0 0 4 5.5 8 19 72 0 0 0 Maximum FT WSFU 5 0 13 24 40 66 170 0 0 0