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Home My WebLink About2000-Plumbing (interior) CITY OF OSHKOSH OSHKOSH PLU MBING PERMIT -APPLICATION AND RECORD ON THE WATER Job Address 3829 PURPLE CREST DR Owner RUSS YOUNG INC Contractor FIELDS PLUMBING Category 410 -Residential-Interior Bathtub 1 Shower 1 Ejector/Grind Dip Well F Prep Sink Whirlpool Floor Drain 1 Water Softner Drink Ftn Serv Sink Lavatory 2 Lndry Tray 1 Local Waste Wait. St. Shamp Sink Toilet 2 Lndry Stndp 1 Clothes Wshr Ice Chest Flr/IIVst Sink Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breaknn Sink Sterilizer Surgeons Sink Ice Maker Use/Nature of Work Valuation Issued By NSFR $3,735.00 Size Material Type # Conn. Type Sanitary Sewer Stone Sewer Water Service Plan Approval $0.00 Permit Fees $56.00 ^ Permit Voided Date 02/16/2000 In the performance f this work, 1 agree to perfo all work pursuant to rules governing the described construction. Signature k 1 Date ' ~~ Agent/Owner Address 1939 SOUTHLAND LN NEW LONDON WI 54961 - 0000 Telephone Number 414-982-5813 No 0075496 Create Date 01/10/2000 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Plumbing Permit Work Card Job Address 3829 PURPLE CREST DR Permit Number 0075496 Owner RUSS YOUNG INC Contractor FIELDS PLUMBING Category 410 -Residential-Interior Plan htub ~ 1 Shower / 1 Ejector/Grind Dip Well F Prep Sink Whirlpool Floor Drain ~ 1 Water Softner Drink Ftn Serv Sink Lavatory ~ / 2 Lndry Tray 1 Local Waste Wait. St. Shamp Sink Toilet ~ Lndry Stndp ~ Clothes Wshr Ice Chest Flr/1Nst Sink Res. Sink ~ 1 Disposal ! 1 Bidet Exam Sink Catch Basin Bar Sink Dishwasher 11 Beer Tap Sculry Sink Wash Ftn Water Heater , 1 Sump Pump I 1 Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use/Nature of Work Value $3,735.00 _ Gar Drain _ Soda Disp _ Coffee Maker Int Grease Trap Ext Grease Trap Size Material Type # Conn.Type Sanitary Sewer f I ~~,r l ~ ~- 7 Storm Sewer ~.ater Service Date 00/00/0000 Type Inspector ~ ~~, Approved ~~ Create Date 01/10/2000 Fixture Listing Date: July 18, 2000 Name: FIELDS PLBG Street: City: Project: NSFR Street: 3829 PURPLE CREST DR City: Non Public Use Fixtures Hot Cold Total 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 I.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 1 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50 Total Water Supply Fixture Units 13.4 Gallon per minute demand of the building. Predominatly Flush Tank 30.5 Pressure available for uniform loss. For the table use - 31.0 7.50 15.50 19.00 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 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 6.5 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 8 0 17.5 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET Date: July 18, 2000 Name: FIELDS PLBG Street: Street: 3829 PURPLE CREST DR City: City: 1. 13.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 44.0 Low pressure at the Main in the Street. 3. 2.2 Lb loss from a 5.0 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 130 ,inside diameter of .995 and a velocity of 5.5 ft per sec. 4b. 3.8 Lb loss from a 55.0 ft 1" 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 5.5 ft per sec. 5. 2.7 Lb loss from a 3/4in Meter 6. 34.3 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. 31 Pressure available for uniform loss (psi/100 feet of pipe). B. 34.3 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. 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 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 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 6.5 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 8 0 17.5 34 60 110 270 480 776 1833 Project: NSFR ~ ~! D 3 SH ON woR1c8MEET T~° ~ b5a tJSH O wATt~ cAicuur ,, w F.J ON THE WATER j.•F'j ~; INFORMATION TtE TO CALCUi WATtc~L, 81R11'I~E s,,, ~;«'~ ~~~ ~ ~ ~~ r_ ~; ~ ~,t 1. Qef nmld of bUiIdN1~ In bt~dtpQ, itRt.. p~ i~1~t~(nute ~ , ~ 1 . r~~~~;` y '.s.~ .x~ t S~~ ^~~~~I~f~`~~r~~~~ lll't~rt ~i1'~A{~ ~~d~)r111~'r..,~~~r.~~~~~~~ ~~.I.i 'V '~i11~+• vex 4 Low: ....~~' KS, '1, S A !, u --.~_. /~ : ~., W s FJ _. ; , , ~...~ . r f L.i y ~ ,. 55~ ~y CALCULATE WATER SEitVICE PRESSURE L088 g, Low pressure at maM in street or extismsl pressure tank.(wlue of 8 5 above) 7. Determine pressure bss due to' Mction In ~.~~+ dianster ~ 3 wabsr service. i ~ ~ r 8ubtrad value of'7" 1 ~ ~'~ P C - ~ ~ I SubtDtsl Q ~ ~ 8. Determine pressure bas due to elevation, ~ eubtrart value of'8" ~• (multlpy the value of P 2 above by .~34) 9. Available prossuro after fhe bide. control valve. (enter in "9" bNow) subtotal ~ '~ CALCULATE THE PRESSURRE AVAILABLE ROR UNIFORM L08S (VAUjE OF `"A") t3, Available pressure after file bldg. oonttgl valve, (frorrt'g" above) C, Prossuro bss of water mater (wt>en meter is required) p. Pressure a! aontrolling fixture. E. Difference in elevatJon belwaen the buYding control valve and the conttoNing texture in feet _ 13 X .434 psUR. F. Pressure loss due t0 water troatment devicesseinstar~ uus water hsatero and baclctlov~r p controBng Podure. . G. Developed leng from bolding control vahre ~ controWrW flxhue in feet ~ S X 1.5 A, Pressure aveilsbk ~' unltorm bss E0 3htid SQ"13Id t/Ntil ~ 1105 Value ot'B' / s SublfsCt valUO Of 'C' 3 ~ ~O subtotal Sublraat value ~ "D' rrr11 )~ subtotal ~ °t b 1 Subir'act value of "E' ~,5y ~ 10 subtotal ~. , 'ubtract value of "F ''~~~ subbtal pivida by value cf'G'~~~ subtotal _.ts~ ' MuMlply by 1 t)0 £I8SZ86 £0~£T 000Z/5Z/£0 03/25/2000 13:03 9825813 SCOTT & TANA FIELDS PAGE 01 i ~ ~ ~ E~ ltc~~ w~ ~ ~ r ~~~ _ ~ ~ ~~ ~c ~ ~e m U b ~ ~ T.4 ~L C9 ~ ~. n ,OC~ a • ~'~~ ~~~ M~ ~ ~ ~ $ ~ ~ ~ ~ ~ ~ ~ Q ~ ~~ o ~ aE ~ ' as ~ ~ a v, a ~ ~ ~ ~ ~~ a ~ ~ e~~ ~~~ 9 u~ t~ aa ~ -E O a o~.~' eon v p N ~ ~ ~~~~ ~ ~ Ac - ;~ b_~aH V 7 4~ $N.~ s H J CD' O C E v? w ~ ~ E • c g 'o $ ~a~ ?S' a a C $ ~ ~ ~ C9 tai ~~ r ~ r ~ ~a g~~ ~ ~ Qg ~3 ~ yze.~~~ <a ~ ~a.~ Egg ~~~ q,~ A ~~~ _.a$Iy- t~~~ u~ y ai m Cl G Yi 1i ~ (~ e ~ /~ - +,1! ~ a+ ~~ y Fri ^ .7l ~j'• yy~~,,1~ y' ~7 ~~ - N 7.~ +4.~ G. -e~. ww.-%~f'a~r, ~ti .'~..~` ~ 'k~ A - ~ ,~+- ~', v S ~~ t. .. i'• ~a ~ ~ ~ . ~~ * ~ ~~ .._ _ -', a ~'-: : ~ -„~, to ,~, ~,.. -• `-: ~ 1i (C 9 ~ ~~~:~$ • ~C Ga ~_t~VV ~ ~~~~~0~ 9 ~ q ~ ~1 ~ tl C ~ ,$ .~ xp ~ a a~ ~~~~r a~^ ~~° ~~~~ ~~ M d ~~ C ~ Opp ~ . ~'w~ ~ c ,~ C ~~ ems„ oiv ~~~ O~~ w~ E3~~ a ~ !~ m