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Home My WebLink About0108560-Plumbing (interior) CITY OF OSHKOSH 108560 No OSHKOSHPLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address1280 JUDY LEE DROwnerRUSCH HOMES LLCCreate Date04/26/2004 ContractorHANSON QUALITY PLUMBINGCategoryPlan 410 - Residential-Interior Bathtub1Shower2Ejector/Grind0Dip Well0F Prep Sink0Gar Drain0 Whirlpool0Floor Drain1Water Softner0Drink Ftn0Serv Sink00 Soda Disp Lavatory30Local Waste0Wait. St.0Shamp Sink00 Lndry TrayCoffee Maker Toilet31Clothes Wshr0Ice Chest0Flr/Wst Sink0 0 Lndry Stndp Int Grease Trap Res. Sink11Bidet0Exam Sink0Catch Basin0 Disposal0 Ext Grease Trap Bar Sink010Wash Ftn0 Beer Tap0Sculry Sink Dishwasher RPZ Valve0 Water Heater110Urinal0 Sump PumpDent. Oper.0Hand Sink 0 Eye Wash Statn Site Drain000Standp Rec0 Classrm SinkLab Sink0Plaster Sink Roof Drain000Ice Maker1 Breakrm SinkSterilizer0Surgeons Sink Use/Nature NSFR/ 1 story home of Work SizeMaterialType#Conn. Type Sanitary Sewer0 0 0 0 0 Storm Sewer0 0 0 0 0 Water Service0 0 0 0 Parcel Id # 0 $0.00Permit Voided Valuation$8,400.00Plan ApprovalPermit Fees$119.00 Issued ByDate06/08/2004 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. Date Signature Agent/Owner Address550 N BLUEMOUND RDAPPLETONWI54914-0000Telephone Number730-0205 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. OSHKOSH ON THE WATER .lob Address 1280 JUDY LEE DR Contractor HANSON QUALITY PLUMBING CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner RUSCH HOMES LLC Category 410 - Residential-Interior No 108560 Create Date 04/26/2004 Plan Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 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 4 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 4 Lndry Stndp 1 CIothesWshr 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 1 Use/Nature NSFR/1 story home 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 $8,400.00 Plan Approval $0.00 Permit Fees $133.00 ~ Permit Voided Issued By Parcel Id # Date 06/08/2004 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 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number 730-0205 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. ~ Plumbing Permit Work Card .iob Addres s 1280 JUDY LEE DR Perm it Number 108560 Owner RUSCH HOMES LLC Contractor HANSON QUALITY PLUMBING Category 410 -Residential-Interior Plan :htub __ ~ 1 Shower ~ Ejector/Grind _0 Dip Well _ 0 F Prep Sink _ Whirlpool 0 Floor Drain ) 1 Water Softner 0 Drink Ftn 0 Serv Sink ~ Lavatory 3 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink Toilet ~__ Lndry Stndp -~- R 1 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink Res. Sink _.1 1 Disposal ~1 Bidet 0 Exam Sink 0 _ Catch Basin Bar Sink __ 0 Dishwasher a 1 Beer Tap 0 Sculry Sink 0 Wash Ftn Water Heater y 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal _ Site Drain ___ 0 Classrm Sink p Lab Sink 0 Plaster Sink 0 Standp Rec Roof Drain _~ Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker UselNature 'NSFR/ 1 story home of Work Size Material Sanitary Sewer Storm Sewer ..ater Service Date Type Type Value $8,400.00 0 Gar Drain __ 0 0 Soda Disp 0 0 Coffee Maker 0 0 Int Grease Trap 0 0 Ext Grease Trap 0 0 0 0 ~ 1 -- -_~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _,~ ~ Inspector . j, df Date/Time requested: Access: e~•`s~ Create Date 04/26/2004 Conn.Type Type: Telephone Number: ~ - _ _ _ Ready DatelTime: _ Requested By: __. __ --- 0 Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid --------------------------------------------------------------------------------------------------------- 08/23/2004 12:28 920 HANSOMS L'~JALITY PLUM PAGE 03/03 '~ ,~ ~ ~ . ~ a ~ ~ ~~ ~ ~ w ~ ~ ~ a ~~C s~+ ~. ~ ~ S ~39~~ ~ ~ ~ ~ ~ ~ ~a~ ~~ d 'i O N A ~ V. ~d ~ ~ a ~~ ~ ~ *~ ~ ~~ •~ .& .. .~R~ r~ ~ ~ C • p ~~ ~ ~ CO pj ~ .. ~ _ w ~' ~ .~ ~ o~ ~ ~ Cate '~~ m E ~~' .. ~ ~ ^ ~ rd m ~ d 08/23/2004 12:28 920 ~: HANSOMS f~IJALITY PLLflN ~' PAGE 01/83 :, ~~~r~, ... ~ _.. ...._.,._..._. .._ ../~~~2. ~~ ~ ~-s_s~-. ____.. ...._ _..._. _._-.... ___ .._- ~;, .. , ~ tr --. ,., ,:. / / s /.,~ / / .~.. ~ G ~_ .__ ___... ....__. ~ ..--._ ~..__....." ~_._.... .----~ ~ '~-........ ..._.~ . .. ~~/ __._ / .S` .. : ... ~ ' 1 . ~Y ~ ~ '~ ...._.... __ 08/23/2004 12:28 920 HANSONS GIUALITY PLI.AM PAGE 02/03 WATERCALCUU-Tbl1WORKSHEETFOR ~1;.4.xN~ /C~Q'!V.„jG~ INFORMATION tiEQU1RED TO CALCUVIYE WATER SERVICE 817,E i. Demand of t~uilding in ~Ilens per mftin~te. WSFU'sc~~ = (GPfM) ~ 7; 9 2. [Hlfeterroe Mt elevation from maim or extemfd pressure to i control valve. ~ (felt) 3. Size otthe water meter. (When appl"rosbl®) $/t3" "_,,,,1' ,.._.1-112" _, 2" _. 3' ~ 4" _, 6' _• 4. Developed length from main or extarnal pressure.tank to building o'ontr~ol valve. (feet) .~'~ 5. t.ow prassa~re d nraN- M street a oxtemal prossuro taMc. .:.. (P~g) CALt.'ULATE WATER 8ERViC6 PRESSURE~LOSS 6 `s~ J . Low prossurp at Whin In street ar external pressure tank (vsk,e d 8 5 efooMe) . 7. Water setvke diameter is ~'~9'" . Material k ~ .Pressure bas Per 100 ft R _~ Psi. X ~,,,(deoimal equival d service lenpth~ ie.; 65R = .85) . (Suhtrad 1'~ne T. trorrr Una 6.) su>atotat .5'O , ,S! t3. Determilne pres8uae p#in ar loss due b elevation, (mult~ty the Yatue of #'2 chow by .434) value of "t3" e. Avaflsble pressure Ater the t>Idg, control Ys1Ye. (Subtracf~or add line tl. Enter In B".) subtotal ~. S~ CALCUII.ATir tHE PRESSURE AVf11LABI..E FORlINIFORM LOSS (VALUE OF "A") t~. AYailable ~PresBUr! after 111e t11dg. COntral Va1V~E. (f101n '~' BIJOYe) Vafue Of "B" ~~ • ST C. Pressure bss of water meter (~ meter is required ar krstaged) Value of `tr' . , "`'~ . . . (SUbtrad fine C.,rom &re B) su6t6otal 'y ~ -:~~ b. Pressure at oantrotitng fixture. Value of "D' ~ ~ (Gonfrotting falure 1s ~_~~-~_~';~ _ .~..,~,~; ^ (SuMrad the value of D.) subtohd E DUfererxx h elevation betwren Ihs buifd'mg control veh+e and ttw controptng tixhire h feet /.3 ;, X .434 psi1R. Vale of "E" ,~ G (9ubtrad the value of. E.) subtotal -~ ~ , .c~ F. . ' ~tUre~oss dura b water tr»atmeM devioae, ir~atantaneous wader heated and bedctiow preventers wlwch serve the oonb+nffinp tlxture. ~ ~ value of "F. a (Pressure, less due to ~ ~ (Sut~tract the value of F.) subtoW „~, g.,~ t3. bevr;loped 1er-alr,~ XbulWtng oentrd valve io oontroMing ~~ rude itt ff:et Value of'G" (Water distribution pipijtg material. is ~ ~~~ by the value of G.) eubtotal • .~'C . ~~~~~~~~ Yuitiphr by 1 ~ A. : Pressure available for unNorm loss .A" _ ~_ sw sa. raron WATER DISTRIBUTION DATASHEET Date: August 23, 2004 Name: HANSON Q PLBG Street: City: Street: 1280 JUDY LEE DR City: 1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank. 2. 53.0 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. 1.0 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 6.1 ft per sec. 4b. 2.4 Lb loss from a 50.0 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 5.4 ft per sec. 5. 3.3 Lb loss from a 3/4in Meter 6. 46.3 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. 55 Pressure available for uniform loss (psi/100 feet of pipe). B. 46.3 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 5.6 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 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 l50 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 Project: NSFR Fixture Listing Date: August 23, 2004 Name: HANSON Q PLBG Project: NSFR Street: Stmt: 1280 JUDY L8B DR City: City: Non Public Use Fixtures Hnt (`nlA Tntal 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 I Kitchen Sink 1.00 1.00 1.50 I 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 8.00 18.00 21.50 14.9 Gallon per minute demand of the building. Predominatly Flush Tank 54.4 Pressure available for uniform loss. For the table use - 55.0 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 I50 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