The URL can be used to link to this page

Home My WebLink About0096199-Plumbing (interior) OSHKOSH ON THE WATER Job Address 1315 JUDY LEE CT Contractor O'NEILL ENTERPRISE INC Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Use/Nature of Work 2 Shower 0 Floor Drain 4 Lndry Tray 4 Lndry Stndp 1 Disposal 0 Dishwasher 1 Sump Pump 0 Classnn Sink 0 Breakrm Sink CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD 1 Ejector/Grind 1 Water Softner 1 Local Waste 1 Clothes Wshr 1 Bidet 1 Beer Tap 1 Dent.Oper. 0 Lab Sink 0 Sterilizer Owner THOMAS N RUSCH No 96199 Create Date 06/11/2002 Plan Category 410 -Residential-Interior 0 Dip Well 0 F Prep Sink 0 Drink Ftn 0 Serv Sink 0 Wait. St. 0 Shamp Sink 0 Ice Chest 0 Flr/VUst Sink 0 Exam Sink 0 Catch Basin 0 Sculry Sink 0 Wash Ftn 0 Hand Sink 0 Urinal 0 Plaster Sink 0 Standp Rec 0 Surgeons Sink 0 Ice Maker 0 Gar Drain 0 Soda Disp 0 Coffee Maker ~ Int Grease Trap ~ Ext Grease Trap 0 0 0 0 0 0 0 0 0 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 $8,000.00 Plan Approval $0.00 Permit Fees $114.00 Issued By ~~ Date 07/29/2002 Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Address 5575 CTY RD N Agent/Owner PICKETT WI 54964 - 0000 Telephone Number 428-4700 589-2007 07/26/2002 08:56 9205893016 OFFICE PAGE 02 4 .lvn OS 02 09s00a City otOxh)torh lrspec!:on Son uss Dt. isio:- P O box ! 13U t~shko:h_ V1'i 34903.1130 Phone:(920)236-SUSU Faa: t9'.Of 236-S~st Oshkosh lhsr•CCions 820-236-5084 p.t i ~ ~"" ~ .v r t ~•' Plumbing Permit Application 1 bere5y xppi•• for: pettttst to der and instal! the fnlloW'ing pl4enbitsg on the pretnt>ies hertinafter d~ttcr+bed, the wooer ~o ~ rnibnt' '^ ter: VI'ucottstin State Plt:mtiag Code, iA the perfi~rnuntr, of K•hicl: sli portiee hereto agree to and ate l+ound b) Bald gtx;r!as • Appllcattorl(s) aT1d fogs! t;s1r1 he brought to City Hall. Room 2t'S nr tTlsiled to Irtapeetton SeriiCeS. P4 ]tnx 11.8. Oshi-osh wI 54903-1128. Cotttrnetfciag work without permit(s) utill rest.)t in fees being dot:bled ot• 510+.: UO -!u~ t~-: ratttsltl permit fcc. which ever rs greater. OA • ~ ~ rt a eoa[roClgr parrl~t r ~ rl+r Penn n: M an.•; ho.•e r. r unlr wnd i j, :rr~,f t1Y :r _ ir~cr~x ~rxl~ „~..:tt.___..L_.~..:._~.r~.:...~~.s rf ~Op s.NRI [her Qr•oCr:Sred :AtIONYJI s~04• :rCpnuwr - Job ~ddreas 1315 Judy Lee C`urZ~alue tMa,~;,,s;,~t,~d,,,,,a;,y,~000~ Date~2¢/02 Owsrr Titt~~,~.TS` Contractor C'Neill Ent:erarises Inc ~_ ~1Siogle Famil~• QDrrpleY []Mufti-Fam11y QRental QCommercial Qlatiustrlsi i`utnbar otFiut~rea: dath!d5 ~_ !-ndn SyrtOp ' (knt. 0tia. S1latttn Stnk _~, ttMriptspt fl'rC~tit ~ Jtp Wtll FlkWsl S~n'r. L~~uarp ~,. f~rAwasitrr ,~_ tktrlk~ta ~T Cucnaastr -..,. •,•_.-•. ioikr ~ S.n+nhrnq ~ Wan. St tA~aah Ftn Res pmt 1 iileetw'Gnwa tce Chest _ t,nnat ~ Hrr $mrt Wattt• SolAter ~` E%tiln Sin- Gar iXarr, ~- N~r:rr -icate- ~~:ra Ettct : !wr~•nr Lxrt WYk _ - Scurry StnN ,_,~, Sade rJr:p 1 Shf/Yt+ C~othta M sh- Rand Stnk .~...~- ~ otlie Maker .-......~ ~ &~' F Wep Sink :ce Mraer ~ Bev ~~ ~.. SfN ~rnk 5uc Lka+n :yb ?t~k Ctvtrm 5+n: ds~ Grease Trrp _ Rtsef !h. •; __~.. P'ausr Yr~k Swpwta 5inlt L•><t li+tstte Trap ,,,.~ Statde Rk _ 8+g1k[tn Sink --~ Electric Contractor ~ Electric )<nstaltsttios, ~e riAratioo corm attached !tr Ittp~ate-;tetn ~ U-e /Nature of work Sias ~stursrti SlNt:~ Herons: "'yae • t.:o~ Typt~ • ~ S.ARn SeWls W'atet 5emae Job Address 1315 JUDY LEE CT Owner THOMAS N RUSCH "-tegory 410 -Residential-Interior chtub 2 Shower Whirlpool 0 Floor Drain Lavatory 4 Lndry Tray Toilet 4 Lndry Stndp Res. Sink 1 Disposal Bar Sink 0 Dishwasher Water Heater 1 Sump Pump Site Drain 0 Classrm Sink Roof Drain 0 Breakrm Sink Use/Nature NSFR of Work Plumbing Permit Work Card Permit Number 96199 Contractor O'NEILL ENTERPRISE INC Plan 1 Ejector/Grind 0 Dip Well 0 F Prep Sink 1 Water Softner 0 Drink Ftn 0 Serv Sink 1 Local Waste 0 Wait. St. 0 Shamp Sink 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 1 Bidet 0 Exam Sink 0 Catch Basin 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Lab Sink 0 plaster Sink 0 Standp Rec 0 Sterilizer 0 Surgeons Sink 0 Ice Maker Value $8,000.00 0 Gar Drain 0 0 Soda Disp 0 0 Coffee Maker 0 0 Int Grease Trap 0 p Ext Grease Trap 0 0 0 0 0 Size Material Type # Conn.Type Sanitary Sewer p 0 0 C' 0 Storm Sewer 0 0 0 0 0 Water Service 0 0 0 0 0 Date Type Underground Inspector WJ (Chip) Callies - - -- FAXED REQUEST. He left the ladder in the basement for you. requested: 7/29102 08:00 AM I ~ ~ '~ ~ ~• Notice Type: Telephone Number: 428-4700 Access: Ready DateITime: 7/29/02 08:00 AM Requested By: O'NEILL ENTERPRISE INC -Pat ^ Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid --------------------------------------------------------------------------------------------------------- Create Date 06/11/2002 07/26/2002 88:56 9205893016 OhEILL PAGE 03 1 •• f~C. 5N 3. s i - Ow i ' ~ - k5 -- f.S t - we t 1315 ~udy l..et Cau~~- t - /tw f .S t - 4~u i WATER CALCULATl4N WORKSHR~1' FOR _ _ _ _ _._ ~r xcT _ y_ Y H8 ti INFORMATION REQUIRED TO CALCULATE WATER SERVICE 81~E t. Demand oI building in building M gaNons par minute, WSFU's _ (GPM) d 7-` 2. Difhnenoe in elwation from main or extemat preswre tank to building control valve. (feet) Z 3- Site d water meter (vlMan mater is rsquired) 5/t!" ,~,, 3/a' ZC t' _,, 1-tt2' ,: 2" ~, larger sire a. Developed knpth ir~om maln er axtemal pressure tank to buNding control verve. (feet) 55 5. Law prtaswre at main in streM or external pressure tank. tPsil y3 CALCULATE WATER SERVICE PRE>'iSURE LOSS ti. Low pressure at main in street or external pressure tank. (value o! it S above) 4 3 7. Determine preawro bas due b Mction b ~ a rrk~i diameter water service. Subtract value of "7" ~i.9S (Water aervice piping material b ~=~~Ae, Z, f ~t~S~ q x . s S' subtotal 8. Determine prsaure loss due b elevatlort, (multiply the value of S 2 above by .A34) 8ubtraet value of "8. .. X68 9. Available pressure aRer ll+e bldg, control valve. (enter In "t3' below) subton- 37~~ CALCULATE THE PRESSURE AVI11tJ1oLE FOR UNIT+QRM LOSS (VALUE OP "A") 8 Available p~nsaurie abler the bldg. cor>tral valve. (from 'li" above) value of "e" ~• iq C Pressure bas of water meter (when mater is required) Subtract value of `C" 3. ~ subtotal 33.Gg 0. Pressure at controlNrp Axtun. ~V (Controlling tixturo is _~;.. „„r.,r_l E Difference in elevaaon between control valve and the conerolNng fixture in 20 x .e3d psilft. F• Pressure bas dw b water traatrnent dsvicea. iraeantanec~us weler hsalers and bacdcdbw prevantera which serve the cp+troMing b>RUro. (Pressure loss due b ~ r' O~Oped length hrOrrl building control wive to controilirp fixture in Met ` ti_ 4 X 1.5 (Water distribution piping material is ~~per- A Pressure an-ailabla for uniform toss tua .sere ik~+~yi Subtract value of "D' ZO subtotal ( .(o Subtract value of "E" ta.i:f3 subtotal "O 1 Subtract value of `F" _~_ subtotal 5. ~ i Divide Dy value of `G" 7~_, subtotal . Q~ Ntultipiy by ~~ ,.A.. = 07/26/2002 08:56 9205893016 OFFICE Fax Covet Letter 7126/02 Page 1 of 3 O'Neill Enterprises lnc. Plumbing ~ Heating Contractors 5575 County Rd. N Pickett W1.54964 Attn: Chip From: Pat Chip, I have enclosed the water talc. sheet for 1315 Judy Lee Court. If you have any questions feel free to call me ~ 920-428-4700. Thank You. PAGE 01 d p ~\~~- ~d2d~yp,4 P,aa9 ~ WATER DISTRIBUTION DATASHEET Date: July 29, 2002 Name: ONEILL ENT Street: City: Project: NSFR Street: 1315 JUDY LEE City: 1. 17.9 Gallon per minute buiding demand, predominatly Flush Tank. 2. 43.0 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. 1.4 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 7.4 ft per sec. 4b. 5.0 Lb loss from a 55.0 ft 1" 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 7.4 ft per sec. 5. 4.8 Lb loss from a 3/4in Meter 6. 31.8 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. 5 Pressure available for uniform loss (psi/100 feet of pipe). B. 31.8 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHWR-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 no pressure loss devices serving the controlling fixture. F. 72.0 Ft Developed length from the 48.0 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 2.5 0 7.5 15 25 40 79 121 174 303 Maximum FM WSFU 0 0 0 5 8.5 30 144 374 731 1835 Maximum FT WSFU 2.5 0 9.5 21.5 42 86 270 484 776 1835 Fixture Listing Date: July 29, 2002 Name: O'NEILL ENT Street: Street: 1315 JUDY LEE City: City: Non Public Use Fixtures u,,. r„i a ~r,..., i 1 Automatic Clothes Washer 1.00 1.00 ].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, I or 2 compartment 1.00 1.00 1.50 1 Lavatory .50 .50 1.00 I Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures Hnt (nlrl Tntal 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 10.00 22.00 26.50 17.9 Gallon per minute demand of the building. Predominatly Flush Tank 4.3 Pressure available for uniform loss. For the table use - 5.0 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 Z 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 2.5 0 7.5 15 25 40 79 121 174 303 Maximum FM WSFU 0 0 0 5 8.5 30 144 374 731 1835 Maximum FT WSFU 2.5 0 9.5 21.5 42 86 270 484 776 1835 Project: NSFR WATER DISTRIBUTION DATASHEET Date: July 29, 2002 Name: O'NEILL ENT Street: City: Project: Street: 1315 JUDY LEE CT City: 17.9 Gallon per minute buiding demand, predominatly Flush Tank. 2. 43.0 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. 1.4 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 7.4 ft per sec. 4b. 5.0 Lb loss from a 55.0 ft 1" 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 7.4 ft per sec. 5. 4.8 Lb loss from a 3/4in Meter 6. 31.8 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. 5 Pressure available for uniform loss (psi/100 feet of pipe). B. 31.8 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHWR-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 no pressure loss devices serving the controlling fixture. F. 72.0 Ft Developed length from the 48.0 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 1.5 3 4.5 9 15.5 24 49 0 0 0 Maximum FM WSFU 0 0 0 0 5 8 46 0 0 0 Maximum FT WSFU 1.5 3 5 11.5 22.5 40 124 0 0 0 Fixture Listing Date: July 29, 2002 Name: O'NEILL ENT Street: Project: Street: 1315 JUDY LEE CT 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, ]/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 I Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 10.00 22.00 26.50 17.9 Gallon per minute demand of the building. Predominatly Flush Tank 4.3 Pressure available for uniform loss. For the table use - 5.0 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 ] 50 150 I50 150 Velocity in ft per sec. 8 8 8 8 8 8 g g g g Maximum Gpm 1.5 3 4.5 9 15.5 24 49 0 0 0 Maximum FM WSFU 0 0 0 0 5 8 46 0 0 0 Maximum FT WSFU 1.5 3 5 11.5 22.5 40 124 0 0 0