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Home My WebLink About0123073-Plumbing (interior) e OSHKOSH ON THE WATER Job Address 3865 SHORE BIRD CT CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner FOX CITIES CONSTRUCTION CORP Contractor SBS PLUMBING LLC Category 410 - Residential-Interior Bathtub 1 Shower 2 Water Softner Wait. St. Shamp Sink - Whirlpool 1 Floor Drain 1 Local Waste Ice Chest FlrlWst Sink - - Lavatory 6 Lndry Tray 1 Clothes Wshr Exam Sink Catch Basin - Toilet 4 Disposal 1 Bidet Sculry Sink Wash Ftn - Res. Sink 1 Dishwasher 1 Beer Tap Hand Sink Urinal Bar Sink Sump Pump 1 Lab Sink Plaster Sink Standp Rec Water Heater 1 Classrm Sink Sterilizer Surgeons Sink Ice Maker Site Drain Breakrm Sink Dip Well F Prep Sink Gar Drain Roof Drain Ejector/Grind Drink Ftn Serv Sink Soda Disp Misc. 2 Hose bibs Fixtures Use/Nature NSFR /INTERIOR PLUMBING FOR NEW HOME **debt acct .... of Work No 123073 Create Date 01/04/2007 Plan Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valve Eye Wash Statn 2 Wtr Sewer Mtrs Deduct Meters 1 Wtr Usage Mtrs Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $10,500.00 Plan Approval ?5YY!uJ $0.00 $196.00 0 Permit Voided I Parcelld # 1281690000 Permit Fees Issued By Date 01/04/2007 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 Address 4635 RED FOX RD AgenUOwner OSHKOSH WI 54904 - 0000 Telephone Number 920-410-5933 Date 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 POBox 1130 Oshkosh, WI 54903-1130 o Phone: (920) 236-5050 .' , Fax: (920) 236-5084 R'E- rJ .. ~ ~ h.: vrf'.;y JAN 0 4 2007 DEPARTMENT OF COMMUNITY DEVELOPMENT Plumbing Permit Application H I hereby apply for a permit to do and install the fonowing plumbing on the premises hereinafter described, the work to conform to the Wisconsin State Plur.abing Code, in the performance of which all parties hereto agree to. and are bound by said statutes. " 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 if vou are a contractor artici atin ou want this rocessed throuGh Job Address S "isG.< Sh\)A..1:l3ut..l::, cr ~er {;;A {;,;J.-., {"^'<<<~-/.-> Contractor ~ngle Family DDuplex DMulti-FamUy Value (Including labor and materials) h 50D < !!Z Date J /2/ oC GtdJ~..s (~~T~i'd~8f;' ,Pl(/~~14 DRental. DCommercial DIndustrial r\ Number of Fixtures: . 'Bathtub. ~ -'-- ~ -.!L -'- Whirlpool lavatory Toilet Res. Sink Bar Sink Water lcieat!:r ....L...... ~ Gas 0 EleetJil:P\wVnt Shower Z_ Floc>!" l:>rail'l -'-_ Lndry Tray -L- Lab Sink Plaster Sink Sterilizer Misc, Fixtures Electric Contractor Disposal Dishwasher S\.lmJ'.l Pump Ejector/Grin;:} Water SQftner Local Waste Clot.'1es Wshr Bidet Beer Tap Classrm Sitik Surgeons Sink Breakrrn Sink Dip Well Hose Bibs I I ...l....- ....L.-- ~ DrinkFtn Wait. St ke Chest Exam Sink Sculry Sink Hand Sink F Prep Sink Scrv Sink Int Grease Trap Ext Grease Trap R.P.Z. Valve Shamp Sink FlrlWst Sink Caleh Basin Wash Ftn Urinal Gar Drain Soda Dis!> Coffee Maker COl'rlrn. lee Maker Site Drain Roof Drain StandI' Roo Eye Wash Sm Wu'Sewer Mtrs Deduct Meters Wt.; Usage Mtrs ....L-...... 2- Use I Nature of Work , i , rJ Sanitary Sewer I Storm Sewo' Water Service OR ~ DElectric Installation Verification form attached (If Replacement) - Size Material # Conn. Type I 1 I Type k'-''''- -----.---.... ~J~~:,D~) WATE.R CALCULATION WORKSHEET FOR ~.-ft.:?.:t__C ;1-.(e7.~_. / 3~5_ S}k;t_7?;;lc;;:__ NAMf_'Al)r:;R~" ;-'J>O.il:'C' L -----.. r-;'~-FOR;~~-;;;;;;QUJRED TO CALCULATE WATER SERVICE SlZE' .. --.-1 (C;Pl\l1) ZQ..J...~_.__.. ! 1. Dernand of bUilding in' nalk1f1$ p~r minute. WSfU'3.2..t/)___. . / ' (ieet) ~__._ Lr Difference in devation from main or external pressure tank to building control Valve. l4. Developed length from main or extern. al pressure lank to Widing con.rol valve. 5. Low pressure at main in street or external pressure tank. ---.------- .' . ------ (f€.~et) 3. Size of tile water meter. (When applicable) 5/8- _.' 3/4-~_, 1" __, 1-1r2"__, 2" __, 3" __,4" __,6"_. (psig) CALCULATE WATER SERVICE PRESSURE LOSS low pressure at main in street or external pressure tank. (value of # 5 above) Water selVice diameter is _1'&:__. Material is ~cJ "( h,i~~_.._... Pressure los per 100 ft::: b psi. X ,"6C:\ {decimal equivalent of selVice length,.Le.: 65ft = 'fi5tl (Subtract Hne 7. from line 6.) s btotal Oetermine pressure gain or loss due to elevation, (multiply the value of # 2 above by .434) valle of "e" 9. .l.\vailable pressure after the bldg. control valve. (Subtract or add line 8. Enter in ns".) $~btotai CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS {VALUE OF "A"} l 8. Available pressure after the btdg. control valve. (from "9" above) Valu of 'B~ C. Pressure loss of water meter (when meter is required or installed) vafuJ ot"C" (Subtract line C. from line B,) slbtotaJ . vatul of "D" (dUbtract the value of D.) slbtotal . vatu~ of"E" (Subtract the value of E.) s~btotal vJ of "F" } I (Sub'_ the value of F.l Srb.Olal Value of "G. +b.o.al M ult!ply by 6. 7. 8. D. Pressure at controlling fixtur~. ( . (Controlling fIXture is f1 ~4er 8~.;r~ ~ E. Difference in elevation between the. building control vatve and the controlling fixture in feet 7'< X .434 psVfl F. Pressure loss due to water treatment devices, instantaneous water heaters and backnow preventers which serve the controlling fixture. (Pressure loss due to G. Developed length from building control valve to controlling fixture in feet 15/ X 1.5 (Water distribution piping material is Iy~ i1 i./''''- / Pc~ ~--ft (Divide by the value of G.) ) A Pressure available for uniform loss .tAn ::.: BHO .-6-4/fJ ttl:8t02; ..~.(!!~. 51 .' .-----.--. .J S? --~~-- ..s. l., Z: "2. '0'1 ._'-1fiPJ% _'tJ. ~_tI , if 3,5?p 2..cb _..?- 3.52'6" 3,f66 -Lt.. 6' f lJ.! 6f 1125 ~J.. 75..CL. _ --1.Q_Q...__ ___J7.____ Fixture Listing Date: October 20, 2008 Name: Fox Cities Street: City: City: Oshkosh Non Public Use Fixtures u~r r~i~ T„r~i 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, U2" diameter .00 6.00. 6.00 2 Kitchen Sink 2.00 2.00 3.00 I Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 1 Lavatory .50 .50 1.00 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 Total Water Supply Fixture Units 19.4 Gallon per minute demand of the building. Predominatly Flush Tank 17.9 Pressure available for uniform loss. For the table use - 18.0 Project: NSFR Street: 3865 Shorebird Ct 12.00 23.50 29.00 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 g g g g 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 Non Public Use Fixtures unt ('nlrl Tnral Automatic Clothes Washer 1.00 1.00 1.50 Bar Sink .50 .50 1.00 Bathtub, with or without shower head 1.50 1.50 2.00 Bidet 1.00 1.00 1.50 Dishwashing Machine 1.00 .00 1.00 Glass Filler .00 .50 .50 Hose Bib, 1/2" diameter .00 3.00 3.00 Hose Bib, 3/4" diameter .00 4.00 4.00 Kitchen Sink 1.00 1.00 1.50 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 Lavatory .50 .50 1.00 Shower, per head 1.00 1.00 1.50 Water Closet, flushometer type .00 6.00 6.00 Water Closet, gravity type flush tank .00 2.00 2.00 Bathtub, lavatory and water closet - FM group 2.00 7.50 .. 8.00 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 Shower Stall, lavatory and water closet FM -group 1.50 7.00 7.50 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50 Public Use Fixtures Nnt (`nlrl Tnral Automatic Clothes Washer, Individual 2.00 2.00 3.50 Automatic Clothes Washer, large capacity 2.00 2.00 3.50 Bathtub, with or without shower head 2.00 2.00 3.00 Coffeemaker .00 .50 .50 Dishwasher, comercial 2.00 .00 2.00 Drink Dispenser .00 .50 .50 Drinking Fountain .00 .25 .25 Glass Filler .00 .50 .50 Hose Bibb 1/2" diameter .00 3.00 3.00 Hose Bibb, 3/4" diameter .00 4.00 4.00 Ice Maker .00 .50 .50 Lavatory .50 .50 1.00 Shower, per head 2.00 2.00 3.00 Sink, bar and fountain 1.00 1.00 2.00 Sink, barber and shampoo 1.50 1.50 2.00 Sink, cup .00 .50 .50 Sink, flushing rim .00 7.00 7.00 Sink, kitchen and food preparation per faucet 2.00 2.00 3.00 Sink, laboratory 1.00 1.00 1.50 Sink, medical exam and treatment 1.00 1.00 1.50 Sink, service 2.00 2.00 3.00 Sink, surgeon washup 1.50 1.50 2.00 Urinal, syphon jet .00 4.00 4.00 Urinal, washdown .00 2.00 2.00 Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00 Wash Fountain, semicircular I.50 1.50 2.00 Wash Fountain, circular 2.00 2.00 3.00 Water Closet, flushometer .00 7.00 7.00 Water Closet, gravity type flush tank .00 3.00 3.00 WATER DISTRIBUTION DATASHEET Date: October 20, 2008 Name: Fox Cities Street: Project: NSFR Street: 3865 Shorebird Ct Cih'~ City: Oshkosh 1. 19.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 57.0 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. 4.7 Lb loss from a 80.0 ft 1 1/4" PB Tubing ASTM 3309 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 150 ,inside diameter of 1.125 and a velocity of 6.3 ft per sec: 4b. .0 No 2nd part water lateral. 5. 5.6 Lb loss from a 3/4in Meter 6. 44.1 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 - B- C+D+E x 100 F A. 18 Pressure available for uniform loss (psi/100 feet of pipe). B. 44.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB Shower 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 no pressure loss devices serving the controlling fixture. F. 112.5 Ft Developed length from the 75.0 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 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 DISTRIBUTION DATASHEET Date: October 20, 2008 Name: Fox Cities Street: City: Project: NSFR Street: 3865 Shorebird Ct City: Oshkosh 1. 19.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 57.0 Low pressure at the Main in the Street. 3. 2.6 Lb loss from a 6.0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 4.7 Lb loss from a 80.0 ft 1 1/4" PB Tubing ASTM 3309 water service from the Main in the Street to the Water Meter.+ Pressure loss detemined using a C value of 150 ,inside diameter of 1.125 and a velocity of 6.3 ft>per seas 4b. .0 No 2nd part water lateral. 5. 5.6 Lb loss from a 3/4in Meter 6. 44.1 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 - B- C+D+E x 100 F A. 18 Pressure available for uniform loss (psi/100 feet of pipe). B. 44.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB Shower 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 no pressure loss devices serving the controlling fixture. F. 112.5 Ft Developed length from the 75.0 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 g g g Maximum Gpm 3.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 3.5 8 11.5 21.5 35 57 140 0 0 0