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Home My WebLink About0088875-Plumbing (interior)OSHKOSH ON THE WATER Job Address 1300 JUDY LEE CT Contractor GARTMAN MECHANICAL Bathtub 1 Shower Whirlpool 1 Floor Drain Lavatory 3 Lndry Tray Toilet 3 Lndry Stndp Res. Sink 1 Disposal Bar Sink Dishwasher Water Heater Sump Pump Site Drain Classrm Sink Roof Drain Breakrm Sink CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner Category 410 -Residential-Interior 1 Ejector/Grind Dip Well F Prep Sink Water Softner Drink Ftn Serv Sink Local Waste Wait. St. Shamp Sink Clothes Wshr 1 Ice Chest Flr/Wst Sink Bidet Exam Sink Catch Basin Beer Tap Sculry Sink Wash Ftn Dent. Oper. Hand Sink Urinal Lab Sink Plaster Sink Standp Rec Sterilizer Surgeons Sink Ice Maker No 88875 Create Date 07/25/2001 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Use/Nature Plumbing for new home. of Work Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $6,800.00 Plan Approval $0.00 Permit Fees $66.00 Issued By rv~~ Permit Voided Date 08/31 /2001 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Address 520 W SOUTH PARK AV Agent/Owner OSHKOSH WI 54902 - 0000 Telephone Number 920-231-5530 Plumbing Permit Work Card Job Address 1300 JUDY LEE CT Permit Number 0 ~~~~~ Owner Contractor GARTMAN MECHANICAL gory 410 -Residential-Interior Plan tsathtub ~ Shower ~ 1 Ejector/Grind Dip Well F Prep Sink Whirlpool j 1 Floor Drain ~ Water Softner Drink Ftn Serv Sink Lavatory t / 3 Lndry Tray Local Waste Wait. St. Shamp Sink Toilet / / 3 Lndry Stndp ~ Clothes Wshr 1 Ice Chest FIrIWst Sink Res. Sink ~ Disposal ~ Bidet Exam Sink Catch Basin Bar Sink Dishwasher ~ Beer Tap Sculry Sink Wash Ftn Water Heater ~ Sump Pump r 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 lumbing for new home. of Work Create Date 07/25/2001 Value $6,800.00 - Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Size Material Type # Conn.Type I Sanitary Sewer ~ G-- ,l~i~ ~S~a ~~o / _~-~ f Storm Sewer ,'~." ~~ Water Service ~~ Date 00/00/0000 Type Inspector V a~ B,~ KS - °~ ~~ r ~ `~~ Approved ,TNT ~~ lY~~ ~~ ~F ~~ ~ ~ V dl 'p Q r ~-~+p ~~'~ r O f C~~~ S? O m~ ~+ 0 a C N N O A •- .~ ~It ~' • ~~~ y a p,O ~'~• X10 ~ ~m~~4m~~ o~~ rm~ > > .o m~~ a c p~ m ~~ m ~ ?~~ ~ am ~ ~ ~~~ v~ e .-.-m c3 g~. u, a c r Qz~~~3~~ ~s~ a" `'~ l9 y > > ~ l0 ~ N '~ a S !1 A ~m~~'=a_ ~QZM ~7 N ~~ ro ~~r G ~ ~ NO C ~ ag ~~~ a~ C 2 D N O~ Q • ~ ~ ~ ~ O m ~ ~ ? ~ ~ W ~+ - ~`' ~ • ;S~ ., yr r ~ ~ ~' `. C '~. ~ '~ '~ ~ _ ~ ~ ~ ~ '~ fir ~.. 't~' ,~ a~ 4 i z ~F1 t T f ~ ~ ~ .~t _ ~,. .. ,. S".' to ~ ~__ a ~ a ~ rn c n a ~° ~ y ~ ~gc ~o ~a m ~ ~$ ~ ~ ~go n~~ ~ S~ o ~ ~= r dam ~ ~ s a~ o ~~g ~~ ~~ ° 3 3 am ~ a~~ ~' S g ~ m - o w g~ g~~~~ ~ r o m~~ a~' »o m ~e~_..g~ r ~ o mom ~ o'fl m n ~.z...~•va~s~~ ~ ~~~og m'~.o $c_e~ o ~i ~"° cry . ~r ~ a ~ $~a ~ 1° g~ ~ ~~. Y p ~ ~ ~.cn ~c SS = ... o S y ~ ~ r m o ~y~• ~ as ~ "~ ~~ ~ a ~~~ ~° i-Qp~ ~ s G n ~_ Ny?D ~ r y Cm y 11 O C ~ N ~ -~ n~ ~ 3~~3~ a Q Q Q c ~~ ~~c~~»o.~ ~ ~ ~~ m~ ~ ~ ~ $m ~ ~ gamy ~ y ~ ~ ~ ~ ~.~ ~ggmmoa m m m rs c ~ c m c m c en c m • m; y G am c a~i~~ D ~ S °. S °~ 8 °~ o °~ ~ °~ S: ~+c gm~c~~~ m Q _. ~ ~. u, o: ..: r .~ > > ,~ 3 c Aco °~' c ~ ~ W W c~"1 N W '~ t~ ~ ~~o~ z~. 2 ~ ~~ ~ 6~1 3~ 1 ~~pCtS CALCULATE WATER SERVICE PRESSURE LOSS - 6. Low pressure at main in street or extemai pressuro tank(value of # 5 above) 7. Determine Pressure loss due to fricfjon in ~_inch diameter water service. 8. Determine pressure loss due th ele~ration, (mul5py the value of # 2 above by .434) 9. Available prossuro after the bldg. control valve. (enter in `B' below) ~(D !hy Subtract value of'T ~'~ subtotal 3 ~ Subtract value of'8' 3 - ~ subtotal ~ 33. CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") B. Available pressure after the bldg. control valve. (from `9` above) C. Pressuro loss of water meter (when meter is required) D. Pressure at controlling facture. E. D'~fferonce in elevation between the building control valve and the controlling fbcture in feet 2 fl , X .434 psilR. F. Pressure loss due to water treatrnent devices, instantaneous water heaters and backflow proventers which serve the controlling facture. G. Developed length from building control valve to controlling fbcturo in feet ~ X 1.5 A Pressure available for uniform loss Value of `B' ?J 3 ' ~ Subtract value of `C' ~ ' ~ subtotal 3 L Subtract value Of `D' - ~ ~ subtotal Subtract value of `E' ~ ' ~ ~ subtotal 3 . ~ Z- Subtract value of'F` D subtotal 3.3 Z Divide by value Of'G` 39 subtotal • n ~ ~f Multiply by 'I00/ uAa ~ ~ . 7 OSH OSH WATER CALCULATION WORKSHEET ON THE WATER ~. Fixture Listing Date: October 19, 2001 Name: GARTMAN MECH Street: Project: Street: 1300 NDY LEE CT City: City: Non Public Use Fixtures Nnt C'nlrl Tntal 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 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 1.50 1 Lavatory .50 .50 1.00 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 1 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50 Total Water Supply Fixture Units 15.5 Gallon per minute demand of the building. Predominatly Flush Tank 17.5 Pressure available for uniform loss. For the table use - 18.0 8.50 18.50 .22.50 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 5.5 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 6.5 0 18 34 62 112 270 484 776 1835 WATER DISTRIBUTION DATASHEET Date: October 19, 2001 Name: GARTMAN MECH Street: City: Street: 1300 JUDY LEE City: 1. 15.5 Gallon per minute buiding demand, predominatly Flush Tank. 2. 40.0 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 6.4 ft per sec. 4b. 2.1 Lb loss from a 30.0 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 150 ,inside diameter of .995 and a velocity of 6.4 ft per sec. 5. 1.4 Lb loss from a lin Meter 6. 35.5 Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is deterir}ined by using the following formula, then rounding the result up. A - B- C+D+E x 100 F A. 18 Pressure available for uniform loss (psi/100 feet of pipe). B. 35.5 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET D. 8.7 Lb loss resulting from a 20.0 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. 39.0 Ft Developed length from the 26.0 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 5.5 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 6.5 0 18 34 62 112 270 484 776 1835 Project: NSFR