The URL can be used to link to this page

Home My WebLink About0100003-PlumbingOSHKOSH ON THE WATER .lob Address 2458 HICKORY LN Contractor WATTERS PLUMBING Bathtub 0 Shower 1 Whirlpool 0 Floor Drain 0 Lavatory 1 Lndry Tray 0 Toilet 1 Lndry Stndp 0 Res. Sink 0 Disposal 0 Bar Sink 0 Dishwasher 0 Water Heater 0 Sump Pump 0 Site Drain 0 Classrm Sink 0 Roof Drain 0 Breakrm Sink 0 CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner DANIEL C/LEEANN MORRILL Category 410 - Residential-Interior Ejector/Grind 0 DipWell 0 F Prep Sink 0 Water Softner 0 Drink Ftn 0 Serv Sink 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 CIothesWshr 0 Ice Chest 0 FIr/Wst Sink 0 Bidet 0 Exam Sink 0 Catch Basin 0 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Dent. Oper. 0 Hand Sink 0 Urinal 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 No 100003 Create Date 01/15/2003 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Use/Nature of Work Plumbing for second story addition. Valuation Issued By Sanitary Sewer Storm Sewer Water Service Size Material Type # $7,500.00 Plan Approval $0.00 Permit Fees Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $20.00 Date 02/28/2003 Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner Address 1303 MIDWAY RD, PO BOX 118 MENASHA WI 54952 - 1129 Telephone Number 800-801-8125,733-81 From: Ciw of Oshkosh Inspection Services Division P OBox I130 Oshkosh, WI 54903-1130 Phone: 020) 236-5050 Fax: (920) 236.$054 02/28/2OO3 11:87 P.O01 O/HKO/R Plumbing Permit Application 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, m the performance of which all parties hereto agree to and arc bound by said slalutes. * Application(s) and foe(s) oan be brought to City Hall, Room 205 or'mailed to Inspection $~viccs, PO Box 1128, Oshkosh ~ 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.you are a contractor partictvattnt~lrt_the Permit ~ee Mc. count SVste~ and have adequate fiend,, check here [f yott want this processed thrqu~h.y. Our accottnt ~] ' ~ ~ingle Family ~Duplex ~Multl-Family ~Ren~i ~Commercial []]]]Industrial Number of Fixtures: Bad~tub Lndry Standp [~:nt. Opcr. Whirlpool --~ Di~l ~ ~p Well ~vat~ / Dishwash~ Drink Fm R~. Sink ~ Ej~tor/~nd ~ Ice ~est Bur Sink Wa~er So~r ~xmm Sink Wa~cr Hcnl~ l~al Waste Scu~ Sink Cloth~ Wshr Hand Sink Sho~r I gldet' F Pm~ Sink Flor ~in 8cer Tap S~ Sink ' ~dry lr~y Classm S~nk l~b Sink ~ Iai Orinase T~p Plaster Sink Br~k~ Sink Stcrili~ Sharnp Si~k FIr/Wi'4 Sink Catch Basin Wad~ Fm Udnal Gar ~ain ~da ~sp Co~ Mak~ R~ Dra~n ~tandp R~ Electric Contractor Use / Nature of Work [~Electric Installation VerificatiOn form attnehed (If Replacement) Sanitary Sewe~ Storm Sewer Water Service Size Material Tyl~e Corm. Type Fixture Listing Date: March 6, 2003 .r"'"'\ ) Name: W A TIERS PLBG Project: NSFR ~ 1'.s-~ ;/tC~ o/(y LA! Street: Street: 21(;9 WIU.RTIIS'fmm DR 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 1 Lavatory .50 .50 1.00 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 Hot Cold Total Public Use Fixtures 1 Ice Maker .00 .50 .50 1 Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00 Hot Cold Total ~ Total Water Supply Fixture Units 9.50 18.00 22.50 / 15.5 Gallon per minute demand of the building. Predominatly Flush Tank 17.2 Pressur.e 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 11/2 2 21/2 3 4 Actual!. 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 i~, 03/63/2003 23:22 920-733-2713 WATTERS PLUMBING PAGE 04/04 Fidure Listing Date: MllI'ch 4, 2003 o j Name: WATTERS PLUMBrN'G l>t'oject; BRU-NICK. BUILDERS ADDITION Street 24$8 HICKORY ST. City: OSHKOSH Street: City: I\IIENASHA Non Publit Use Fixtures 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Dislr.vashing Machine ~ 1.00 .00 1.00 3Jt1' I-Iosc Bib, 112" di!\JDetet' .00 ~W.oo ~ fe.oo 1 Kitchen Sink 1.00 1.00 1.50 1 Lavatory .50 .50 1.00 2 Bathtub, lavatory and water clo~t - FT group 4.00 7.00 8.00 Hot Cold 'X otal J l16fh:"",;"'L Y., ;.10"'" :J . <HI ~ . 0<> Public Use Fixtures ~ lee Maker ,- Hot.~ Col' '0 I ID,~ ~ Total .50 l Total Water Supply 11'ixture Uni.ts 22.00 25.50 J 7. 3 GaUon per minute demand of the building. Predorn,inatly Flusn Tank 26.5 Pressure available for lUlifom~ 10:;:>. For tbe Ulble URe - 27.0 ~ ; J MaximQb Allowable load for Coppe1' Tube Type M. ASTM B88 Nominal Size 1/2 SIK 3/4 1 11/4 1112 2 21/2 3 4 Actlllll1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.98J. 3.935 Vlllue ofe 130 130 130 130 130 130 130 130 130 130 Velocity in ft per !lee. 8 8 8 8 8 8 8 8 S 8 MaxiImull Gt,m 6.5 0 12.5 2I.5 32 45 79 121 17.1 303 MaxhnUm FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFlJ 8 0 17.5 34 60 110 270 480 776 1833 ~ .J 03/03/2003 23:22 920-733-2713 WATTERS PLUMBING PAGE 02/04 WATER DISTRIBUTION DATASBEET Dare: March 4, 2003 Name; WATTERS PLUMB.lNG '1 Project; BRU-NICK BUILDERS ADDrnON Stt'eec: 2458 HICKORY 81. City; OSHKOSH Street City; :MENASHA I J. ----.!7d Gallon per rute buiding demand, predomina.tJy Flush Tlmk. I 2. 55.0 Low press! at the Main in. Street 3. ---!1 Lb loss fro~ a i.Q ft c1iffere;nce in elevation from Main in. Str<<.'t to the Water Me~r. i 4a.----11 Lb loss ~ It !U it I" Copper Tube type K ASIM B88 water service from the Main ill Srreet to the curb stop. Ptessllre loss[detemined using a C value of 130, inside diameter of .995 and a velocity of 7.1 ft per sec. 4b.~ Lb loss fromll 55.U fil" Copper 1\\bc Type K. ASIMB88 water service.wmthe curb itop to the Water MetlwT. Pressure losi detemined using a C value of J 30, insi.de diameter of .995 and a velocity of 7.1 ft per sec. 5. ~ Lb loss from a J/4in Meter fl. ~ Lbs af presS1.1re lIvai.lable Dr the Water Meter. n'lis value is entered in (B) below. -= The (A) ,'a1ue listed below is dl:tennined by using the following fomlula, then rotmding the result up. A'" B-(C+D+E) x 1O0 F A. ---1!l. Pr(;:;stue available fOf unifonn loss (psi/l0C feet of pipe). B. ~ Lbs of pressure available at the Water Meu:r. C. ~ Pressure n~>ded at the controlling fl'Xture. bat;htllb D. --.1J! Lb loss resulting from a 18.0 fl: differenc~ in elevation from the Water Meter to the controlling fixture. E. --:Q Lb pressure loss due to a no pressure loss devices serving the controlling tJx':ure. ) F. ~ Ft ))evel~?ed length from the 33.0 ft actnflllength of piping from the Water Meter to the controlling fixture. Maxirnun Allowable load for Crosslinked Polyethylene.: (Pex) Tubing ASTM F876 Nominal Sile 112 5/8 3/4 1 1 1/4 11/2 2 21/2 .3 4 Actual I. O. .485 .584 .681 .875 1.069 1.263 1.653 Q 0 0 Value ofe 150 ]50 150 1:50 150 150 150 150 ISO 150 Velocity itl ft per sec. S 8 8 8 8 8 8 8 8 8 Maximum Cipm 4.5 6.5 9 15 22 31 53 0 0 0 Maxilnum PM WSFU 0 0 0 5 7 15 56 0 0 0 M:a.xitn\.mt FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0 '~ 03/63/2003 23:22 920-733-2713 WATTERS PLUMBING PAGE e3/ fl4 WATER DISTRIBUTION DATA SHEET Date: March 4, 2003 .~ ) Name; W A'ITERS PLUMerN'G Project; BRU-NICK. BUILDERS .A:DDmON Street: 2458 HICKORY ST. City: OSHKOSH Street: City: ~i\SFU\ 1. ~ Gallon per minute buiding d('"IDlIIId,predominatly Flush Tank. 2. ~ Low pressure At tJli: Mau, in Street. 3. ----!.:1 Lb los!! from a ".0 it difference in elevation fi'olU Main in Street to the Watl1r Meter. 4a.. ~ Lb 10s$ from a !1J! it 1" Coppa Tube Type K AS'fM 1388 water service from tlte Main in Street to the curb stop. Pressure loss der.emm.ed using a C value of 130 , ulside diameter of. 99S and 8 velocity of 7.1 it per sec. 4b.~ L1> loss trom :I ~ ft I" Copper Tube Type K AS'tM BE8 water service from the curb stop to the Water Meler. Pressure loss detemined using a C value of 130, inside diameter of .99S and a V'elocity of 7.1 f\; per sec. 5. ~ Lb loss from a 3/4in Meter 6. ~ Lbs ofpresstlre available at the Water Meter. This value is entered in (B) below. '.ole (A) value listed below is detennine4 by \I:ling the follOwing formula, then rounding tl1e X'e5ult Up. A = B.(C+D+.E) x 100 F A.. ~ Pressure f1vailable for uniform loss (psi/IOO feet of pipe). B. ~ Lbs ofpreilSure IlVailable at the Watf.:r Meter. C. ~ Pressure m.."I.."ded at the controlling fh.1u\'e. bathtub D. ~ Lb loss resulting from a !!! ft difference in elevation from the Water Meter to the CODlrolling fiXnlrCl. E. ~ Lb pressure loss due to a 110 pressure loss devices serving the controlling fixture F. ~ Ft Developed length from the m it 8ctua11ength of piping from the Water Meter to the controlling fixture. tJ MoXimunAllowat)le load for Copper Tube Type M. ASTM BSS Nominal Size 1/2 ~/8 3/4 1 1 1/4 1112 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 orc 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. S 8 8 8 8 8 8 II 8 8 Maximwn Gpm, 6.5 0 12.5 21.5 32 4S 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 MaximUln PT WSFU & 0 17.5 34 (?O no 270 480 776 1833 ~OC" )