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HomeMy WebLinkAbout0104789-Plumbing (interior)OSHKOSH ON THE WATER .lob Address 2391 SHORE PRESERVE DR Contractor LARRY HANSEN PLBG CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner JACK NELSON Category 410 - Residential-Interior No 104789 Create Date 08/11/2003 Plan Bathtub 1 Shower 1 Ejector/Grind 1 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 6 Lndry Tray 1 LocalWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 4 Lndry Stndp 0 ClothesWshr 0 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 SculrySink 0 Wash Ftn 0 RPZValve 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 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 $9,180.00 Plan Approval $0.00 Permit Fees $120.00 ~ Permit Voided Issued By Date 10/15/2003 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 N-1044TOWER VIEW DR GREENVILLE WI 54942 - 8683 Telephone Number (C)851-6863 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 ©shkosh ~nspection Services Divisiou ~? O Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 O/HKO/H ON THE WATER 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. ob Address ~x~ [ ~'~C)f~J~C~Sq[~. Value (lncludinglaborand materi& ~]~t ~C~. ('~ ~ Owner ~_?~cf~ ¥ '_~Of'/X' t/, . Contractor Single Family ["]Duplex [-]Multi-Family Iqaental [-lCommercial Date F-lladustrial Number of Fixtures: Bathtub I Sterilizer Brcakrm Sink Whirlpool ~r kndry Standp 'l Dent. Opel'. Shamp Sink Lavatory ~ Disposal ] Dip Well Flr/Wst Sink Toilet ~ Dishwasher _f Drink Fm Catch Basin Res. Sink Sump Pump ~ Wait. St. Wash Ftn Bar Sink [ Ejector/Grind Ice Chest Urinal Water Heater Water Sofmer Exam Sink Gar Drain Sh~wGaS 1~ Electric I3 Power Vent er I Local Waste Sculry Sink Soda Disp Clothes Wshr Hand Sink Coffee Maker Floor Drain 4 Lndry Tray ~ Bidet F Prep Sink Ice Maker Beer Tap Scrv Sink Site Drain Lab Sink Classrm Sink Iht Grease Trap Roof Drain Plaster Sink Surgeons Sink Ext Grease Trap Standp Rec Electric Contractor Use / Nature of Work OR D EIV form attached (If Replacement) Sanitary Sewer Storm Sewer Water Service Size Material Type # Conn. Type 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 accoun~ [] Plumbing Permit Work Card Job Address 2391 SHORE PRESERVE DR Permit Number 104789 Create Date 08/11/2003 Owner JA4K NELSON Contractor LARRY HANSEN PLBG `egory . 410 - Residential- Interior Plan Value $9,180.00 L,dthtub /1 Shower 1/ Z-4 Ejector /Grind 1 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory Lndry Tray f 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet / / / / 4 Lndry Stndp 1 0 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 Res. Sink (1 Disposal 1 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Water Heater 1 Sump Pump 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 -fr Use /Nature NSFR - of Work Size Material Type # Conn.Type Sanitary Sewer 0 - /-1 0 0 0 0 Storm Sewer 0 0 0 0 0 Water Service 0 0 0 0 0 Date Type f Inspector r Z. ,/ 3 e / / 4 "I/ Date/Time requested: Notice Type: Telephone Number: Access: Ready Date/Time: Requested By: 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Fixture Listing Date: December 12, 2003 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2391 SHORE PRESERVE DR City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 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 3 Lavatory 1.50 1.50 3.00 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 10.50 22.50 28.00 18.8 Gallon per minute demand of the building. Predominatly Flush Tank 32.2 Pressure available for uniform loss. For the table use - 33.0 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 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 33 3 3 WATER DISTRIBUTION DATASHEET Date: December 12, 2003 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2391 SHORE PRESERVE DR City: City: 1. 18.8 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. 2.0 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 7.8 ft per sec. 4b. 2.6 Lb loss from a 35.0 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 6.8 ft per sec. 5. 2.0 Lb loss from a lin Meter . 6. 48.5 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. 33 Pressure available for uniform loss (psi /100 feet of pipe). B. 48.5 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE - MASTER BATH D. 4.3 Lb loss resulting from a 10.0 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. 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 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 7.5 0 18 34 62 112 270 484 776 1835 Fixture Listing Date: December 12, 2003 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2391 SHORE PRESERVE DR City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 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 3 Lavatory 1.50 1.50 3.00 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 10.50 22.50 28.00 18.8 Gallon per minute demand of the building. Predominatly Flush Tank 32.2 Pressure available for uniform loss. For the table use - 33.0 Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 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 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0 WATER DISTRIBUTION DATASHEET Date: December 12, 2003 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2391 SHORE PRESERVE DR City: City: 1. 18.8 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. 2.0 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 7.8 ft per sec. 4b. 2.6 Lb loss from a 35.0 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 6.8 ft per sec. 5. 2.0 Lb loss from a lin Meter . 6. 48.5 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. 33 Pressure available for uniform loss (psi /100 feet of pipe). B. 48.5 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE - MASTER BATH D. 4.3 Lb loss resulting from a 10.0 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. 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 Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 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 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0 10/31/2003 05:34 9207575807 HANSEN PLUMBING INC PAGE 03 Fixture Listing Date: October 29, 2003 Name: lack Nebo° Project: spec. ranch Street: - Street: 2391 Nortbshore Preserve Dr. City: Oshkosh City. Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 130 1 DlahwashingMachine 1.00 .00 1,00 .00 .50 .50 1 Glass Filler 1.00 1 1 1.00 .0() 6.00 2 Host Bib, 1/2" diameter 00 1.00 6 6 .00 1.50 1 Kitchen Side 1.50 1 Laundry Tray. 1 or 2 comparm nt 1. 1. 1 . 5 0 3 Lavatory 1.50 2.00 2.00 3.50 1 Water Closet, gravity type flush took .00 2.00 4.00 1 Bathtub. lavatory and water closet - FT group 3.00 3 .50 7.00 2 Shower Stall, lavatory and water closet FT - group Total Water Supply Fixture Units 10.50 22.50 28.00 181 Gallon per minute domand of the building. Prodominatly Flush Tank 27.9 Pressure available for uniform loss. For die table use - 28.0 Maximo+ Allowable bad for Copper Tube Type M. ASTM BM - Nominal Sire 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1!2 3 4 J Actual 1. D. .569 0 .811 1..055 1.291 1.527 2.009 2.495 2.981 3,935 Value of C 150 150 150 150 150 150 150 150 150 130 Velocity in S pet 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 7.5 0 18 34 62 112 270 484 776 1835 10/31/2003 05:34 9207575807 HANSEN PLUMBING INC PAGE 02 WATER DISTRIBUTION DATASHEET Date: October 29, 2003 project: spec. ranch Name: lack 1Jclsan Street: 2391 Notthehore Preserve Dr. Sweet: City: Osbkoah CstY, 1. 18.8 Galtoe pa minute binding demand, p,edominatty Flush Tads. AI M pressure et the Main in the Street. 3. 2.6 Lb loss from a 6.0 ft difference iS1levation from Main in the Street to the Water Meter. f /. Zs fa? 4a. 5.1 Lb loss from a 35.0 it-P ASTM 3309 water service from the Main in the Strom to the Water Meter. Pressure loss determined using a C value of 150 , inside diameter of .921 and a velocity of 9.1 0 per sec. 4b. .0 No 2nd put water lateral. 5. At Lb lass from a llin Meier . 6, 453 Lbs of pure available at the Water Meter. This value is entered in (0) below. The (A) value listed below is determined by using the following formula, then rounding the result up. A = W(C+D +E) x 100 A. 28 Pressure available for uniform loss (psi /100 feet of pipe). B, 4S3 Lbs of pressure available at the Water Meter. C, 20.0 Pressure needed at the controlling fixture. limn tub -shower valve D. 43 Lb loos resetting from a 110.0 ft difference in elevation from the W eta Meter to the controlling ftxtue. E. _.0 Lb premere loss due to a no pressure loss devices serving the controlling fixture. F. 75.11 Ft Developed length from the SYA ft actual length of piping from the Water Meter to the controlling fudwe. Maxitnun Allowable load for Copper Tube Type M, ASTM 1388 Nominal Sire 1/2 5/11 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .569 0 .111 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 11 8 8 8 8 8 8 8 Maximsun 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 5 0 18 34 62 t l2 270 484 776 1835