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Home My WebLink About0073101-Plumbing (interior) CITY OF OSHKOSH 87 ,~ OSHKOSH ON THE WATER Job Address 1895 HICKORY LA No 0073101 PLUMBING PERMIT - APPLICATION AND RECORD ! Owner ERIC DUWELL Create Date 08/11/99 Category 410 - Residential-Interior Plan Dip Well F Prep Sink Gar Drain Drink Ftn Serv Sink Soda Disp Wait. St. Shamp Sink Coffee Maker Ice Chest FlrlWst Sink Int Grease Trap Exam Sink Catch Basin Ext Grease Trap Sculry Sink Wash Ftn Hand Sink Urinal Plaster Sink Standp Rec Surgeons Sink Ice Maker Contractor GERRITTS PLUMBING INC Bathtub 1 Shower 2 Ejector/Grind - - Whirlpool 1 Floor Drain 1 Water Softner - - Lavatory 7 Lndry Tray 1 Local Waste - - Toilet 5 Lndry Stndp 1 Clothes Wshr - - Res. Sink 1 Disposal 1 Bidet - Bar Sink Dishwasher 1 Beer Tap - Water Heater Sump Pump 1 Dent. Oper. Site Drain Classrm Sink Lab Sink Roof Drain Breakrm Sink Sterilizer Use/Nature of Work Valuation Issued By INSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service $15,000.00 Plan Approval $0.00 , Permit Fees $100.00 Date 09/23/99 U Permit VOlaeaj In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner APPLETON Telephone Number 414-739-1399 WI 54915 - 0000 Address 709 DEERVIEW DR .. ,. Job Address - 1895 HICKORY LA Owner ERIC DUWELL Plumbing Permit Work Card Permit Number 0073101! Contractor GERRITTS PLUMBING INC Plan 410 - Residential-Interior /1 Shower , II 2 I 1 Floor Drain I 1 'I?!!E. Lndry Tray I 1 ~ Lndry Stndp ~ ~ Disposal 11 Dishwasher i 1 Sump Pump I 1 Classrm Sink Breakrm Sink /~tegory t :htub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater ~ Site Drain I Roof Drain Use/Nature of Work Ejector/Grind Water Softner Local Waste Clothes Wshr Bidet Beer Tap Dent. Oper. Lab Sink Sterilizer Dip Well Drink Ftn Wait. St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink Shamp Sink FlrlWst Sink Catch Basin Wash Ftn Urinal Standp Rec Ice Maker [SFR Create Date 08/11/99 Value $15,000.00 Gar Drain ~ Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap g-~F4' Size Material Sanitary Sewer Type # Conn.Type ~q- IS ~ , F (AI/f!) 5/;;-,/ (0 u~~W~D fl)~ p~ W~~ Storm Sewer . .dter Service Date Type ". Inspector ~ k [Jf{pproved iA&/P-1 tjl1/n ~~ C\~ (\~ " ~" O\;Q '" J~ 1 - ffLh) _ &~fJ.vj)~~~K 1 ~/7.- M - (j~rrlY ~ 35,0' - 9 ~/ ;}--. 1~. 6, , WATER DISTRIBUTION DATASHEET Date: January 13, 2000 Name: GERRITTS PLBG Project: NSFR ----., ) Street: Street: 1895 HICKORY LN City: City: 1. 22.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 65.0 Low pressure at the Main in Street. 3. 2.2 Lb loss from a 5.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 7.1 Lb loss from a 40.0 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 130, inside diameter of .995 and a velocity of 9.2 ft per sec. 4b.~ Lb loss from a 100.0 ft 1 1/4" 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 1.245 and a velocity of 5.9 ft per sec. 5. 2.8 Lb loss from a lin Meter 6. 47.0 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 '/" /1 10 II f>> 7,7 ~ ,~ A. ----1 Pressure available for uniform loss (psi/1 00 feet of pipe). B. ~ Lbs of pressure available at the Water Meter. j C. ".20.0 Pressure needed at the controlling fixture. SHOWER FAUCET-MASTER BA THRM D. ~ Lb loss resulting from a 22.0 ft difference in elevation from the Water Meter to ~he controlling fixture. E. 15.0 Lb pressure loss due to a WTR SOFNR serving the controlling fixture. F. 112.5 Ft Developed length from the 75.0 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 11/2 2 21/2 3 4 Actual I. 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 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 1.5 0 5 9.5 16.5 26 54 95 153 303 Maximum FM WSFU 0 0 0 0 5.5 9 60 216 573 1833 Maximum FT WSFU 1.5 0 6 12.5 24 45 145 350 655 1833 /.-." ,', ;. Fixture Listing Date: January 13, 2000 Project: NSFR ') Name: GERRITTS PLBG Street: Street: 1895 HICKORY LN City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 3 Hose Bib, 1/2" diameter .00 9.00 9.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 4 Lavatory 2.00 2.00 4.00 2 Water Closet, gravity type flush tank .00 4.00 4.00 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 Total Water Supply Fixture Units 12.50 29.00 C;v 22.2 Gallon per minute demand of the building. Predominatly Flush Tank 2.1 Pressure available for uniform loss. For the table use - 3.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 o j Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. 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 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 1.5 0 5 9.5 16.5 26 54 95 153 303 Maximum FM WSFU 0 0 0 0 5.5 9 60 216 573 1833 Maximum FT WSFU 1.5 0 6 12.5 24 45 145 350 655 1833 t r \) t 1\/4-fe .~ MAT fR CALOJ\.A T 10ft t<<>RK.SHEET Inforllt1on M..d,d for Hater S.rv1et Slz'~, /.7'''' ' .~em'nd of. bul1d\nQ 'n V.nons p~r. m'~ute. . ,LOW pressu1't a.t mat" 'n street (o~ It 'Ktern~l p.rtuure .tank.). " .01.fterente \n el.YlLt\on 'fr.om maIn to meter (Of e.ter.nal pressure tank ~d ~Un~\n9 cont:ol valve). " ,", ',". , , St~. ,of vater'meter Of appHClbh). " ' , Developod length from ma,'n t~ meter (or OKternal prt$S~~' tln~ to 40 '- b~tld\nv c~:>n.tro' valve). , "", ~ j 1- 2. ' , . 3. J~ ~5": S<: .': 1 4.' 5. . / I, . , , ;.'.'k ,.. . You Must f'rst Find' the ^~a'l'ble Pressure After .the Mat.rMeter (or. at bu11ding t~ntrol valve,). To Obtatn thH:'pressure. you must; " , 6. . II. -d- f'nd pru'S'ureloH' 'due to frlct\on 'n $ 'neh d'lm~t.r' wattr '. ,Sln't~.." .' . . 7. ;(.,~,-e. ftnd'pressure loss due to elevat'on. maIn ~O'lIlIt.r (orfxternal ' , .- pr.ssure tlnk to bu'ldlng control valve). Mult1ply the d'fflrence 'n .,.ve.ttonby,.434.p.s.,.lft. , ' ' " ., . t . . I 8. {_~ ):t:.. ':, ,ftnd pre~sur. 1015 ~u. to metir. (from ma.ftUfa~tUftr Gr AMMA).. " 9. ~~..,- subtract the loss ~U. to fr'ttton (Step 6), loss due to ,',Ye.t'o~ , (Step 1). ..nd loss due to meter (Step 8) from thi low mAtn pressure . (or 10'11 pressure at externl' pressure tllnlc.)(Step 2), ThU., . ~l'culat'on ,~ the ava11able pressure after the vator met.r (or It . the, but ld1ng contr91 n.\ve). TMs ',n$wor,l$ enttred 'n Un. B, below. Infor.at'on N..ded for Mater Dtstrtbutton stz'ng .f . , Ust", the, f'ol1ow\n9 form\lll. find th~ pftUute lvaOablt for untform ,lon (p. s. "'00' 0', P'P" . . . ' . ,,'. 8-((: . 0' .. El x 100 ;f;.'" If fro F ' ,"' ~ ) WHERE: A. 1/.5 a. !19..) _ Pressure lv,nabl. for un1form toss <p.$.""00' of p'pt)'. . ' Ava.' h,b1 e pressure a.fter wa.t~r 'meter (at. the bu\td'ng control' va lYe or 'low press\lre at \nt~rnal pressure tank). (See Step 9, abOve) Pressure needed at contro"'ng f'xture. 01fference In elevat'on betvoen water motor (bu'ld'ng control valve 'or 'nternl' pressure tank.) ...nd contro'ltng fhture. '.,' 'n feet ~ l .43. p,s."ft. Prls,ur. 'lOlS due to WAter softeners, w&ter troltment dtv'c.s. 'nstant.neou1 water heaters a.nd baek'low prevlntlrs.whleh ..rv. the contro"'ng ftiturt. COnvent'on.' water heaters usually do not hlve . prlsJur. 10sl. . F. j/PZ D8~t10ped 1.nvt~ tromwater meter .(bu"d'nv control valve or 'nternal pr.~sur. t.~k.) to eontrol"n; "xture 'n feet ~ x 1.5 ' .H'tb pres$ure available for untfor. loss. go to appl.cable t,~le tor dtltr'button "z'n9. ' . S8D...8479 (R, 01}O:J), c. n/(J .. O. ' q,;- E. /~ .~ J Fixture Listing Date: March 30, 2000 Name: GERRITTS PLBG Project: NSFR Street: Street: 1895 HICKORY LN City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 3 Hose Bib, 1/2" diameter .00 9.00 9.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 4 Lavatory 2.00 2.00 4.00 2 Water Closet, gravity type flush tank .00 4.00 4.00 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 " Total Water Supply Fixture Units 12.50 29.00 35.50 22.2 Gallon per minute demand of the building. Predominatly Flush Tank 15.5 Pressure available for uniform loss. For the table use - 16.0 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 21/2 3 4 Actual I. 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 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 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 5 0 17.5 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET ~ Date: March 30, 2000 Name: GERRITTS PLBG Project: NSFR Street: Street: 1895 HICKORY LN City: City: 1. 22.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 65.0 Low pressure at the Main in Street. 3. 2.2 Lb loss from a 5.0 ft difference in elevation from Main in Street to the Water Meter. 4a.---1:.! Lb loss from a 40.0 ft I" 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 130, inside diameter of .995 and a velocity of 9.2 ft per sec. 4b. 6.0 Lb loss from a 100.0 ft 1 1/4" 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 1.245 and a velocity of 5.9 ft per sec. 5. 2.8 Lb loss from a lin Meter 6. 47.0 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. ~ Pressure available for uniform loss (psi/lOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHOWER FAUCET-MASTER BATHRM D. ~ Lb loss resulting from a 22.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a serving the controlling fixture. F. 112.5 Ft Developed length from the 75.0 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 11/2 2 21/2 3 4 Actual I. 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 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 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 5 0 17.5 34 60 110 270 480 776 1833