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Home My WebLink About0098725-PlumbingOSHKOSH ON THE WATER Job Address 2749 HAMILTON ST Contractor HANSON QUALITY PLUMBING Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner CREATIVE CUSTOM HOMES & DEVELOP INC Create Date Category 410 - Residential-Interior Plan No 98725 11/20/2002 1 0 1 0 0 NSFR Shower 1 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Floor Drain 1 WaterSoftner 0 Drink Ftn 0 ServSink 0 LndryTray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 LndryStndp 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Disposal I Bidet 0 Exam Sink 0 Catch Basin 0 Dishwasher 1 BeerTap 0 SculrySink 0 Wash Ftn 0 Sump Pump I Dent. Oper. 0 Hand Sink 0 Urinal 0 Ciassrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Use/Nature of Work Valuation Issued By Sanitary Sewer Storm Sewer Water Service Size Material Type # Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $5,700.00 Plan Approval $0.00 Permit Fees $102.00 Date 11/20/2002 ~ Permit~Voide~d j performance/e~s~.~' 1 agree/t~f~rform all work pursuant to rules governing the described construction. In the Signature ~/~//~ //~ /'~~~ ~/ - - - ~ ' AgenVOwner Address 550 N BLUEMOUND RD APPLETON WI ~914 - 0000 Telephone Number Date 730-0205 City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 O/HKO/H ON T~E WATEE~ Plumbing Permit Application I hereby apply for h 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. · 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 ~s greater. OR If you are a contractor parffcipating in the Permit Fee Account System and have adequate funds, check here if you want this processed through your account ["] Job Address ~7 ~/~ //-A~ [~ Value (Including labor and materials) Owner ~ ~f'P~ Contractor gle Family [--]Duplex [-]Multi-Family [--]Rental ['-]Commercial Date [~Industrial Number of Fixtures: Bathtub ~ Lndry Standp / Dent. Oper. Whirlpool Disposal I Dip Well Lavatory 3 Dishwasher I Drink Ftn Toilet ~5 Sump Pump I Wait. St. Res. Sink' I Ejector/Grind Ice Chest Bar Sink Water Sofmer Exam Sink W~a~q~ eater Local Waste Scutry Sink ~ Elect Y_ PwrVnt Clothes Wshr Hand Sink Shower ~ Bidet F Prep Sink Floor Drain J Beer Tap Serv Sink Lndry Tray ~ Classrm Sink Int Grease Trap Lab Sink Surgeons Sink Ext Grease Trap Plaster Sink Breakrm Sink Sterilizer Shamp Sink Flr/Wst Sink Catch Basin Wash Fm Urinal Gar Drain Soda Disp Coffee Maker Ice Maker Site Drain Roof Drain Standp Rec Electric Contractor Use / Nature of Work ['-]Electric Installation Verificati6n form attached (If Replacement) Sanitary Sewer Storm Sewer Water Service Size Material Type # Conn. Type 3/02 jOb Address 2749 HAMILTON ST Owner CREATIVE CUSTOM HOMES & DEVELOP ~~~egory 410 - Residential-Interior I .htub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Use/Nature of Work .. > Sanitary Sewer Storm Sewer ~vater Service Date Type # Conn.Type 0 V\& oJ- 0 0 fZ\ 1;2/ J / 0 !6 ~Sc.; II tJ1 0 0 0 r: '-/ ~ -? / () ~ 0 0 0 0 0 0 0 0 <' Plumbingl~ernHt:-Work Card Permit Number 98725 Contractor Plan t"iANSON QUALITY PLUMBING ~ Shower I 1 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 0 Floor Drain --1--! Water Softner 0 Drink Ftn 0 Serv Sink 0 113 - - - Lndry Tray --11 Local Waste 0 Wait. St. 0 Shamp Sink 0 113 Lndry Stndp 11 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0 - - -J-J. Disposal -L1 Bidet 0 Exam Sink 0 Catch Basin 0 - 0 Dishwasher 11 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 - - - ----J-1 Sump Pump -L1 Dent. Oper. 0 Hand Sink 0 Urinal 0 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 - - - 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 r-- Size Material o. ~J ( l/ ~~ Type Inspector Notice Type: Telephone Number: Access: Date/Time requested: Create Date 11/20/2002 Value Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap $5,700.00 o o o o o -l I~-'-----~------ Ready Date/Time: o Reinspect Fee 0 Fee Waived Requested By: o Reinspect Fee Paid -1 -----------------------------------~J---------------------------------------------------------- 1 " If;- tn- ~ R 1 5 () f:- ~....,. OSH~O;JH ON (iie W^f'En -, . . . _w~~,_~~..,~~~*::>::: ~.:__:. -;~~,~~;.~~,~ .?~~~.~ WATER CALCULATION WORKSHEET ~ . .~. INFORMATTON REQUlRSD TO c~Cyi.A~WA'IER SERvi6EStZE. /-:~~~.'~:": .: .'. ':....~: : ....;....;~ 1. Demand of bundlng in bUII';';~.i~~~~ns per ~1~u7~:' ',.' ~. ;': . ,:~i:~' :.::: : ,,~~~i' / ~? ...:...:. ~'>';::f:b:~';..~':' '.~-;'.: ,<'~""'...~':;'.~..)::;.I~.;~..:., :J~~"-'" . ......~. - DIfference in elevation rron:t'~~Ir:.<?r external pressure tank tc::r,?uildl~g:Conlii:ir:yafve. (r~tJ Size of yvate~: ~erer (ynie~"~~~fi$' ~Uired)::~~8; ~.::.~: ,314 ~~:1~:~:~jd~ ~~i- ~ Iarg~r~~k~ . .~.~~ ",. ;:.....;. :;,,~: ~~::.~t~--t~..:;~:::Ji-.-:-!t-:i::..:.~'-":?r..~~-.I ~.,. - "':::-.:...,(_;:,:,.~..J "h..~r.~.;;~L :.,....;..!.'fF. ...i.:: ";" ......:- '-~-::-:--~ ._' ~ ..... . .... f' ... . .'~'1.)'v.!. ':''''''' _,' ~... '., ....~ . ~l1' -. ...."!-~~'>1_~"I:,..jlot...,...-.I't... t ...11; -":.0, ~. \-... ~.. ~.~.,... D eveloped I~n~ii~'fr?~ ~ ~gf~r'~fi1~r.lf~~~i1fu-;~nk;~,~aui!dr~~~~fffir .~Eilvk~".'.~~~~ ::{.~f<; (r~~9 .. 5ZJ , .' .::..~ :t::.;,;:,~ _":~'.:J''':-=~':''~~~~~'' '~~.n~:;1.~.l:t.:~J~.~'it.'"';.S\}_.~-:~~"t:~~~',~:,:::.,.,:~~:".~~)..1-1~.~H?=~~. ",. :f;:,=?::::'" 3 3' .. . _>.t........ ._....tl.~.. ~.....::":5l!t.-~t ~..r:,a..':"'---,'h.l~.."':t;..... .,..,e.......i._-:.,..i,f..\J,~:D.....:-....~~_.-!."t:t-.~l.._..J......~~"':....,.,....""'..:':7' , Low pressurB'at malh:rifsref of . "'mai:presstire:tanf2r~bf,\~'!.2i~::~:;:~':;~-:f~};~~:~~F.';{\?~(Psi) . .. ... ._.._... .,__.. ......._ ,_..... ~..... ............... ..'.. ., ...' i.... . ..... .. 2. ... v. 1\. /~ ) CA.LCUU\TE WATER SERVICE PRESSURE LOSS 7. 8. 9. Low pressure almain in street or extemal pressure tank.(value of #- 5 above) Determine pressure loss due to' friction in ( inch diameter water service. Subtract vaiue of "r 33 subtotal. 'f /1' Determine pressure loss due to elevation, (muiliply the vaiueof #- 2 above by .434) - Subtr.xct vaiue of "S- subtotal ;2 9 Avaiiable pressure after the bldg. control valve. (enter in -8- below) CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "A"j B. C. o. c G. /~ Value of -S- ?9 .3 ~{ 3 (7) Available pressure after the bldg. control valve. (from -9- above) Pressure loss of water meter (when meler is required) Subtl"3ct value of 'C' subtotal Pressure at controlling fixture. Subtrnct vaiue of -0' subtotal Difference in elevation between thfJ buiiding control valve and the controlling fixture in feet X .<13.:1 psim. Subtract value of "E- 5:. r; I I ;) \ 3? s:Jbtotai Pressure loss due to water treatment devices, instantaneous water heaters and backf10w pre'lenters wtlic:-, serve the controlling fixture. Subtr.Ict ':slue of "r- 0 subtotal / ;:;2 f 3 ( I Developed length from buiiding control valve to c::mtroliing fixture in feet if 0 X1.5 DIvido by value of "G- ~O subtotal · ;;L I Multiply by 100 A Pmssure ~v::lilable for uniform loss riA'" = ;21 o aJ ;::l ro > >- .;:) ~ o :5 ;::l tJ) s II U) ;::l U) ~ .Q - !:=o~ =,":0 DO..q" ~roN ;::lUt.O __:n Vl o C al '";;:;~ :SCl- Jg; g' CO _ .- > ';::: N rn -;;;'Vi e:.- (1) .~ := w:::- .... tll.!:J.l5... ~ ~ c OJ :'- ;::::::=,01__ ;;- C 0> 6 = '" -:;- tll :.z :.= 'Vi N ...= . r- -...c.o- ~ I ~\ ~\ ~ ~ ~ ~ i A~ ~\1~\~ C.9 Q) ~ ;::l III tf) (1) 0. CIl o rn ", e". o O~ ",=:- co Q) =--> ~_ "'0 lCi =:; 0 ""5).: al. .- _ ,.... c c ..... -;- og: ~8~.!:J :- c; \:1 0) ~~ 2' >a)Q)""'-"""'" ~~~~:S =) 1'""\ ;:. U"J.:::; ~ cn -_><~EO= o _' ..... 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T " Date: January 24, 2003 ,~ Name: HANSON Q PLBG Project: NSFR Street: Street: 2749 HAMILTON ST City: City: Non Public Use Fixtures 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 I Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50 Hot Cold Total Public Use Fixtures ~I Ice Maker Hot Cold Total .00 , .50 I .50 /-.... Total Water Supply Fixture Units 9.50 19.50 23.50 16.1 Gallon per minute demand of the building. PredominatIyFlush Tank 17.7 Pressure available for uniform loss. For the table use - 18.0 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 21/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 5.5 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 1835 ~1.~ C .d-- J ~ ~ ~;J: ~1 ~. , e . , , WATERDISTRIBUTIONDATASHEET " Date: January 24, 2003 Name: HANSON Q PLBG ~\ / Project: NSFR Street: Street: 2749 HAMILTON ST City: City: 1. 16.1 Gallon per minute buiding demand, predominatly Flush Tank. 2. 33.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a ~ ft difference in elevation from Main in the Street to the Water Meter. 4a.--14 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 ISO, inside diameter of .995 and a velocity of 6.6 ft per sec. 4b.~ Lb loss from a 50.0 ft I" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 6.6 ft per sec. 5. 3.9 Lb loss from a 3/4in Meter 6. 24.2 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. -----.!!! Pressure available for uniform loss (psillOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. TIS FAUCET D. ~ Lb loss resulting from a 13.0 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. 60.0 Ft Developed length from the 40.0 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 21/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 5.5 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 1835 " ' B~~~ ~~ Tiff:? SrU/ - 6:K /(/~ ~ --b6- 6e- )(5 Ow f?/E- ;#cJ l-r- CC-ff < ; ;JqCf 1fc,/?7//7~//? & /Yl/ V/1 ~.. ~J r?/ :;2, 't ( sl'~ I~ (~S- I I I ( ~ (,7 / ;L 3 5'0 r I.~ /C e,~~ P---; /d ( - g- 3.. 5- /es- t f I,.~ (, - c?- ;;L - ~ ) .~ ) b', ;2 tOf/); o )