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Home My WebLink About0107404-Plumbing (interior)CITY OF OSHKOSH 107404 No OSHKOSHPLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address1240 JUDY LEE DROwnerRUSCH HOMES LLCCreate Date02/26/2004 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/ New single family, 1 story, 2 car attached garage and 14' x 14' patio. Driveway shall not exceed 24' wide at the front property line. 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 1342504900 $0.00Permit Voided Valuation$5,800.00Plan ApprovalPermit Fees$119.00 Issued ByDate04/13/2004 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. Job Address 1240 JUDY LEE DR Owner RUSCH HOMES LLC `egory 410 -Residential-Interior ..athtub r 1 Shower + j 2 Ejector. Whirlpool 0 Floor Drain ~1 Water; Lavatory j+ 3 Lndry Tray 0 Local y Toilet I I 1 3 Lndry Stndp ~ Clothes Res. Sink ^ Disposal I 1 Bidet Bar Sink 0 Dishwasher _~ Beer Ta Water Heater I 1 -f - Sump Pump _L Dent. 0 Site Drain 0 Classrm Sink p Lab Sin Roof Drain 0 Breakrm Sink 0 Sterilize Use/Nature of Work Plumbing Permit Work Card Perm it Number 107404 Contractor HANSON QUALITY PLUMBING Plan ~ind 0 Dip Well 0 F Prep Sink tner 0 Drink Ftn 0 Serv Sink ate 0 Wait. St. 0 Shamp Sink ~shr 0 Ice Chest 0 Flr/VVst Sink 0 Exam Sink 0 Catch Basin 0 Sculry Sink 0 Wash Ftn r. 0 Hand Sink 0 Urinal 0 Plaster Sink 0 Standp Rec 0 Surgeons Sink 0 Ice Maker Create Date 02/26/2004 Value $5,800.00 0 Gar Drain 0 Soda Disp 0 Coffee Maker 0 Int Grease Trap 0 Ext Grease Trap 0 0 0 1 0 0 0 0 iSFR/ New single family, 1 story, 2 car attached garage and 14' x 14' patio. Driveway shall not exceed 24' wide at the front property ne. Size Material Type Sanitary Sewer Storm Sewer Water Service Date Type # Conn.Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inspector ,~ )~~ ~~y )ate/Timn raminstarl• ;;-s'~/r Nnfirn T~inu• To I o..1....... 1.1.....1... ~. Access: Ready Datemme: Requested By: ^ Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid --------------------------------------------------------------------------------------------------------- r..ii~ V ~^ ~ ~ ~ ~ ~~ ~~ '~ ~ 0 °~ a ~~' g~~ s~~~~'~~ ~ ~~~ ~~~ 3~ 0 ~~ ~~ ~ a ~~~~~,a~ ~_~~ ~~~a ~ ~ g' :~ w "+ p- S~ ~ ~~z w ~ ~ ~~~~ ~ ~ ~ ,~~~~ ~ ~ ~~ ~y~ ~~ ~~ ~ ~ ~ ~r ,. ~ ~ o~ ~ ~,3 ~. ~,a ~ ~~i ~~~ ~ :~ ~~ a ~ ~.~ ~~ ~ ~~r ~ $ ~. y ~ ~ ~ ;n .~~~ $« ~ ~ ~, . ~~ ~-° ~, ~~ ~$ 3 ~' 0 ~ ~~~ ~o 'g~a~~' :~ ~$~ 3~ ~_ ~ g a•~ ~' ~ a ~ ~~~ s ~ g ~ ~ a m ~~~~ ~~~ a~s~ a~~g~ ~~s~ ~,~~ ~p ~~~a ~~ Q~ ~ ~~ !~+ ~~ 3 ~~ ~v Q ~~~ ~ wV~ .+ $v $... ~ ,~ x '°a ~~ ~~~ ~~~ 4~,~ as $~ A :. - ~ .. N ~ ~~~~~ ~°~ ~x~ ~~ ~ ~ ~ m • ~w $ ~ ~ ~ o ~¢ ~ ° ~ ~~' m ~~~ r-~ ~ ~ s ~ ~ m a .:~ D. ^_ ~~ ~a~ ~~ ~ a ~~ ~-~ ~ ~ ~a~ 3 <~ ~~ `_ ~ ~ s ~ r ~ ,~ ~ ~~ ~ }Qp~!! M ~a~~a' pet A ~ N ~} d C ~ ~~~~ ~ ~ . ~ ~ ~ s~ ~ ~. as ~~ ~,a ~ ~ ~~ ~ ~ ~ R ~'~ ~~ ~ ~ ~o cy .ti C~ s 0 2 a Z £0!£0 3Jdd Wfl~d AlI1pf10 SNOSNCM 0L6 Lh ~60 ti00Z/5T/90 ', 06/15/2004 09:42 920 HANSOMS [~IJALITY PLUM PAGE 02/03 r WATER CALCULATION WORKSHEET FOR` ` ~ ' INFORMATION REQUIRt's.D TO CALCULATE WATER &ERVICE SIZE 1. Demand of twNding In galkxas per mkwte. ' , 2. Diifensnoe ih elevation from main or exlem2i pressure tank io building control valve. (te1At) ~.~ " 1-112" ._,_, 2" r+ 3" ~• 4' ^' ~ -= 3, Size d the water meter. (WhCn applicable) 5!$" 64 . ~ -,~ feet G 4. OevNopsd k~ ttrom main a external pressure.taAnk to b~dir+g cbhbd valve. ( ) ~-- 6. Lrow pres~e at main kt street or exten~at pressuretank. -: (P~) =~~ CALCULATE 1NATER SERIACE PRESSURE' LOSS S=~ . g, low pn~sure at mad M street Or e~ai Pressure, t~ajnk. (valued # S above) 7. Water ser+rfoe diarnater is ~. Malarial is v o ~ .Pressure loss of setuke length, i.e.; 65ft ~ .65) "'~ . ~' pw 100 tt s ~_ Pal. X ~(deohnal aquN+ ._~ . (Subtred ime 7. from 1~e 6.) subtotal „~,_.~_ 8. Deterrtikw pressure gain or loss due to elevation '~^ (muNipy the valued # 2 above by .434) value d'~ _ ~~. ~ 9. AvaNeble~pressure aRer the bldg. control valve. (Subtract'or add Mne 8. EMar in B".) subtotal CAiI.CULATE TtIE PRE8SURE AYAII.ABLE FOR'ClI~NFORM LOSS (VALUEGF "A"1 •. S. Avaaabie ~prsa~rne alter the bldg. control valve, (from "9' stave) ~ Value d "B" ~~ S Value d'C" ---~ C. Pressure loss cf water metier (whop meter is npiimed or ulstaMed) • (Subtract linrf C. from pne B.) subtotal b. P'nesaune at o~nlydling fbdure. Value of "D' _ : ~. - ( foct~ire ~ ~~~~ ~~~ (Subtract the value d D.) subtotal ~ ~• -~ E. Ditferenee in elevatia between the building eoe-ird valve Value of 'E" and the corMroNing fndrx+e M feet ~ j,,2,_ X :434 paUft. . (Su,btnect use value ~. ~., subtelal ,3 3 -~ ~ F. ~ Pressure~loss due to water treatment devices. Instantaneous waterhewteCs and bar*flow preventers which same the V~ ~'~ 0 . coMroliing fbctur~e. .• (Pressure bas due to ~ 3 .~. (Subtract the value d F.) subtotal G. ~ Developed length_~~~dMg control valve to ooMroging " ` ~.~ tal+ure in feet X 1.5 Value cf'G (Dhride by the value d G.) subtotal (Wabrdistribu8on piping material is C.eb~''L^-~- -). '~! Mu<tiP~ by ?~._ A. ~ ~Pi+essuhe available for uMtonn lose sso r,~~ uwio:~ Fixture Listing Date: June 15, 2004 Name: HANSON Q PLBG Street: City: Project: NSFR Street: 1240 JUDY LEE DR City: Non Public Use Fixtures Hnt C nlrl 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 1 Kitchen Sink 1.00 1.00 1.50 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 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 48.4 Pressure available for uniform loss. For the table use - 49.0 Maximus 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 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 WATER DISTRIBUTION DATASHEET Date: June 15, 2004 Name: HANSON Q PLBG Project: NSFR Street: Street: 1240 JUDY LEE DR City: City: 1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank. 2. 53.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in the 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 the 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. 49 Pressure available for uniform loss (psi/] 00 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. 67.5 Ft Developed length from the 45.0 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 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