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Home My WebLink About0081841-Plumbing (interior) e CITY OF OSHKOSH OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD ON THE WATER Job Address 1715 HUNTERS GLEN DR Owner DAVIS CONCRETE No 81841 Create Date 09/20/2000 Contractor COMPLETE PLUMBING INC. Category 410 - Residential-Interior Plan Bathtub 1 Shower 2 Water Softner 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Whirlpool 1 Floor Drain 1 Local Waste 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 - Lavatory 6 Lndry Tray 1 Clothes Wshr 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Toilet 4 Disposal 1 Bidet 0 Sculry Sink 0 Wash Ftn 0 RPZ Valve 0 - --- - Res. Sink 1 Dishwasher 1 Beer Tap 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0 - Bar Sink 0 Sump Pump 1 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Wtr Sewer Mtrs 0 - - Water Heater 1 Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 Deduct Meters 0 - - - Site Drain 0 Breakrm Sink 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Wtr Usage Mtrs 0 - Roof Drain 0 Ejector/Grind 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 - Misc. 0 Fixtures Use/Nature of Work NSFR . 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 Parcelld # 0 1331870000 $9,800.00 Plan Approval $0.00 Permit Fees $132.00 0 Permit Voided I Valuation Issued By Date 10/05/2000 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 MENASHA WI 54952 - 0000 Telephone Number 920-380-8619 Address W 7057 SHEA RD To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (Le. 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. ~... -, [~: A. ddress 1715 HUNTERS GLEN DR /Cl.wner DAVIS CONCRETE . '~.' egory 410 - Residential-Interior Bathtub ~ Whirlpool J 1 Lavatory r m6 Toilet I (4 Res. Sink ~ Bar Sink Water Heater -b Site Drain Roof Drain Use/Nature of Work Sanitary Sewer Storm Sewer Water Service Date 00/00/0000 f~ Shower Jb Ejector/Grind Floor Drain ~ Water Softner Lndry Tray 1 Local Waste Lndry Stndp ~ Clothes Wshr Disposal -L1 Bidet Dishwasher 1 1 Beer Tap Sump Pump 1 Dent. Oper. Classrm Sink .Lab Sink ! Breakrm Sink Sterilizer Plumbing Permit Work Card Permit Number -aeeS888 g /~"f-/ Contractor COMPLETE PLUMBING INC Plan Dip Well Drink Ftn Wait. St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink Size ,V . Material Type # Conn.Type I t;t:;J ft) d)~tI ~T"~4~:VK 1: ~"', .,t Type Inspector F Prep Sink Serv Sink Shamp Sink Flr/Wst Sink Catch Basin Wash Ftn Urinal Standp Rec Ice Maker R._ tJ{ &- /0/3 K \ f / S"- --..~--.~--- Create Date 09/20/2000 Value $9,800.00 Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap tJtJ ~.f(L~) ~ /O;yS- r/~~J~ /CJ ~ ~o/fq/ U Approved I N<<'N p~ b ~ :r ~ ( B J-~ 1\ b \.,.j v... ~ 1'y - ... t ......., "'",. ! Fixture Listing Date: January 8, 2001 /~ Name: COMPLETE PLBG Project: NSFR Street: Street: 1715 HUNTERS GLEN DR City: City: Non Public Use Fixtures Hot Cold Tota] I Automatic Clcthes Washer 1.00 - 1.00 1.50 I Bathtub, with or without shower head 1.50 1.50 2.00 I 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 Laundry Tray, ] or 2 compartment 1.00 1.00 1.50 3 Lavatory 1.50 1.50 3.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 Tota] Water Supply Fixture Units 12.00 23.50 29.50 ("'. 19.7 Gallon per minute demand of the building. Predominatly F]ush Tank ] 6.8 Pressure available for uniform loss. For the table use - 17.0 ~ Nominal Size 1/2 5/8 3/4 I 1 1/4 I 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 130 130 130 130 130 130 130 130 130 130 Ve]ocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 6 0 17.5 34 60 110 270 480 776 1833 Maximun Allowable load for topper Tube Type M, ASTM B88 1ft,S- ~ d- &, .6 ~ ;;ts,s \ ~ ~ \ ; ~ o v WATER DISTRIBUTION DATASHEET Date: January 8,2001 /"'""'.., Name: COMPLETE PLBG Project: NSFR Street: Street: 1715 HUNTERS GLEN DR City: City: 1. 19.7 Gallon per minute buiding demand, predominatly F]ush Tank. 2. 49.0 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.----.b!. Lb loss from a 15.0 ft I" 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 130, inside diameter of .995 and a velocity of 8.1 ftper sec. 4b.~ Lb loss from a 65.0 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 130, inside diameter of .995 and a velocity of 8.1 ft per sec. 5. 5.8 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. --11 Pressure availab]e for uniform loss (psi/IOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. SHOWER VALVE-MASTER BA THRM D. ----.1d. Lb loss resulting from a 17.0 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. 97.5 Ft Deve]oped length from the 65.0 ft actual length of piping from the Water Meter to the controlling fixture. MaximUD Allowable load for Copper Tube Type M, ASTM B88 Nomina] Size 1/2 5/8 3/4 I I 1/4 ] 1/2 2 21/2 3 4 Actua] I. D. .569 0 .811 1.055 1.291 ] .527 2.009 2.495 2.981 3.935 Value ofC 130 130 130 130 130 130 130 ]30 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 6 0 17.5 34 60 110 270 480 776 1833 C"'>, ) / Mark L Sue Stehula 920-380-8619 p. 1 , 7'~ tlt.M'h. ~.6/~~. O~ v ; s (;o""sh'od:e,, (.o~f'c~c. fl()~ ."........." P t- ',-,) .,., .~" b . ~;, t. . , :.i :/ ..::~- ..:,..:.~ 1) ~~ {:. . - .~ i~c~:f ~'til ( 7-/7-(j! Fro~ ~ \: .:~ ~> :,<.; ". &4/15/1999 15:58 115-524-3633 ~.& BLDS WATER CAU:OI.ATJOH WORIC$hEET FWiE 8J J . IRrtxmatkla Needed for Wat..- ServIce SIz'Q& J. I "/DctnrAnd of banding In gallpm per minute. Low pregure I!!t main in $treet (or at otemal prcsl:lUtetank). DlfCeren~ in i!Jevatlon from main to meter (()I" external IJIU$ure tank to bufldi~ coiItrvl valve). . l' 2.. {/, - ,{:/, ~ ~. --'---- r< l { 4. . 'J/:';',,/ SIze of .,ater DIeter (if appliRbJe). Developed t~th from ma.m to metet" (or externaZ preQuN f8p1: to bulldln. control valve). .... s. 9/-1/ You MUSt Am Find the AvaUable ~e Af.. die Ware.- Meter . (or at bul~ control valve). "To obtain tMa pressur~ )"OU m~t': 6. -t, Find preaure JoIs due to friction II! L Inch water 'eMce. n '--:'),;~.y 7. ~~ FIDd.preuure ton due to elevatlQll, main to metei' (orexter.nal Presiure tank to building c:omral valve). Multiply me dlrrel"e~ in t!'evarkm by .434 p.s.f.lfl. -. 8. -=- F:'"md pressure __to ._fer. ('rom manuf'acturerot AWWA>. 9. ",f;7 .I: (~Sutitnlct the loa due to lrict1PJ1 (Step 6). loa due te) elevatton (Step 1). and loa . clue to mater (Step S) tl'Dlll the low IDsiRpre$N.I'e (or ft'tW pressure at external pressure rant). Thw eaJeuJadon Is the available preaure arter the water JDeter (or at the- buJldfna contrOl valve). ThIs answEr' is enlereclln LIne B, balow. ~l , Infonuation Needed far Walei' Distributioa Slill:1na Using tlte roUowlng formula. find the ~ available for uniform tO$! (p.5.tlIOD' of pipe) A - 8 - { C... P + EJ ;:{ 100 WHERE: " . F' -I" A. ~'Pressure avaJl1'lbla for unlIorm ~ (p.*-I./IOO' o~ J)lpe). B. ,.:",;) I{J /wallable ~ aft.. wai.. .eter (at tbe bulldiag CCR(mJ val'lrC or low ~ . at lnf.!"UIl JlI'6IIUt'e tw). (See ttom'. ebove). '. :'.'~;1 C. ~ ~~ ~ ~ ~1 J).'~ PnOUR aeeded at COD1r'olliq flxtwe. Differenee tD aleutian benree,. water mem:. ~Icnna eaIlU'Ot yaJve or Internal Ptenure csnt) aDd c:ontrollin& J!bc:wre III (eet ::'''. \ <<f34 p.l.IJft. . Pressur., Iua due to wacer mtteDCn. .-._ creatmeat devices. tuWlUneous water beaten aad.1w;ktJow prevemers. QmftndonaJ .aterbea1etl vsuall)' do not IIave a pnl88Ure.Ioss. . DevetoJ)ed 18DBlflfrom. waler meter (bui._ CODtroI ",alve OJ' SQternal JX'I&UI'8 lank) to conDOJII... tbuvre In reet. "} :',r ~.1.S. E. F. ~ With pr-eaure 8vatfable fOl" Uldform Ioa..go to .ppJleab1e tabJeCar dlstribuuon sl~. ~R0-6419 lR. 01/88) o I