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OSHKOSH
ON THE WATER
Job Address 390 392 WESTBROOK DR
CITY OF OSHKOSH
No
118779
PLUMBING PERMIT - APPLICATION AND RECORD
OWner STEVE FAUST
Contractor FIELDS PLUMBING
Category 410 - Residential-Interior
Create Date 12/07/2005
Plan
Bathtub 4 Shower 0 Water Softner 0 Wai!.S!. 0 Shamp Sink 0
Whirlpool 0 Floor Drain 2 Local Waste 0 Ice Chest 0 FlrlWst Sink 0
Lavatory ~ Lndry Tray 0 Clothes Wshr 2 Exam Sink 0 Catch Basin 0
Toilet 6 Disposal 2 Bidet 0 Sculry Sink ------2 Wash Ftn 0
Res. Sink 2 Dishwasher 2 Beer Tap 0 Hand Sink 0 Urinal 0
Bar Sink 0 Sump Pump 2 Lab Sink 0 Plaster Sink 0 Standp Rec 2
Water Heater 2 Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Site Drain 0 Breakrm Sink 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Roof Drain 0 Ejector/Grind 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Misc. 4 hose bibb
Fixtures
Coffee Maker ------2
Int Grease Trap ------2
Ex1 Grease Trap ------2
RPZValve 0
Eye Wash Statn 0
Wtr Sewer Mtrs 0
Deduct Meters 0
Wtr Usage Mtrs 0
Use/Nature
ofWork
NEW DUPLEX! New side by side duplex with 2 car attached garages and 214' x 12' decks.Gas water heaters.
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 Parcel Id #
0 1616570000
Valuation
- $14,648.00
Plan Approval
$0.00
Permit Fees
$252.00 0 Permit Voided I
Issued By
Date 04/04/2006
In the performance of this work, I agree to perform all work pursuant to rules goveming 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 secure a n~sary p rovals before starting such activity.
Signature í",
Address 1939 SOUTHLAND LN
Agent/Owner
NEW LONDON
Date Apr:( -~~
WI 54961 - 0000
Telephone Number
920-982-5813
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.
.
'"
WATER DISTRIBUTION DATASHEET
Date: April 20, 2006
Name: STEVE FAUST
Project:
Street: 390 WESTBROOK DR
Street:
City:
OSHKOSH
City:
1. ~ Gallon per minute buiding demand, predominatly Flush Tank.
2. ~ Low pressure at the Main in Street.
3. -E Lb loss ÍÌ'om a ~ ft difference in elevation ÍÌ'om Main in Street to the Water Meter.
4a. .1 Lb loss ÍÌ'om a 20.0 ft I 112" Copper Tube Type L ASTM B88 water service ÍÌ'om the Main in Street to the curb stop.
- Pressure loss detemined using a C value of 130, inside diameter of 1.505 and a velocity of 2.0 ft per sec.
4b. .7 LblossÍÌ'oma55.0ftI1l2" PETubingCTS ASTM2737 AWWAC90IwaterserviceÍÌ'omthecurbstoptotheWaterMeter.
- Pressure loss detemined using a C value of 150, inside diameter of 1.242 and a velocity of 2.9 ft per sec.
5.~ Lb loss ÍÌ'om a 3/4in Meter
6. ~ 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+~E) x 100
A. ~ Pressure available for uniform loss (psi/IOO feet ofpipe).
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. PB T/S VALVE
D. ~ Lb loss resulting ÍÌ'om a 15.0 ft difference in elevation ÍÌ'om the Water Meter to the controlling fixture.
E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 135.0 Ft Developed length ÍÌ'om the 90.0 ft actual length of piping ÍÌ'om the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 112 5/8 3/4 I I 114 I 112 2 2112 3 4
Actual!. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
ValueofC 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: April 20, 2006
Name: STEVE FAUST
Project:
Street: 390 WESTBROOK DR
Street:
City:
OSHKOSH
City:
Non Public Use Fixtures
I Automatic Clothes Washer 1.00 1.00 1.50
I Dishwashing Machine 1.00 .00 1.00
I Kitchen Sink 1.00 1.00 1.50
I Lavatory .50 .50 1.00
I Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
Hot
Cold
Total
Total Water Supply Fixture Units
7.50
11.50
15.00
11.0 Gallon per minute demand of the building. Predominatly Flush Tank
19.8 Pressure available for uniform loss. For the table use - 20.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 I I 114 I 112 2 2112 3 4
Actual!. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
ValueofC 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833
WATER DISTRIBUTION DATASHEET
Date: April 20, 2006
Name: STEVE FAUST
Project:
Street: 392 WESTBROOK DR
Street:
City:
OSHKOSH
City:
I. ~ Gallon per minute buiding demand, predominatlyFlush Tank.
2. ~ Low pressure at the Main in Street.
3. -E Lb loss ÍÌ'om a ~ ft difference in elevation ÍÌ'om Main in Street to the Water Meter.
4a. .1 Lb loss ÍÌ'om a 20.0 ft 1 1/2" Copper Tube Type L ASTM B88 water service ÍÌ'om the Main in Street to the curb stop.
- Pressure loss detemined using a C value of 130, inside diameter of 1.505 and a velocity of 2.0 ft per sec.
4b. .7 Lb loss ÍÌ'om a 55.0 ft I 1/2" PETubingCTS ASTM2737 AWWAC90IwaterserviceÍÌ'omthecurbstoptotheWaterMeter.
- Pressure loss detemined using a C value of 150, inside diameter of 1.242 and a velocity of 2.9 ft per sec.
5. ~ Lb loss ÍÌ'om a 3/4io Meter
6. ~ 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+~+E) x 100
A. ~ Pressure available for uniform loss (psi/lOO feet ofpipe).
B. ~ Lbs of pressure availahle at the Water Meter.
C. ~ Pressure needed at the controlling fixture. PB TIS VALVE
D. ~ Lb loss resulting ÍÌ'om a 15.0 ft difference in elevation ÍÌ'om the Water Meter to the controlling fixture.
E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 135.0 Ft Developed length ÍÌ'om the 90.0 ft actual length of piping ÍÌ'om the Water Meter to the controlling fixture.
Maximun Allowable loed for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 I 11/4 I 1/2 2 21/2 3 4
Actual!. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
ValueofC 130 130 130 130 130 130 130 130 130 130
Velocity in ftper 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 16 38 144 369 731 1833
Maximum FT WSFU 6.5 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: April 20, 2006
Name: STEVE FAUST
Project:
Street: 392 WESTBROOK DR
Street:
City:
OSHKOSH
City:
Non Public Use Fixtures
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
1 Kitchen Sink 1.00 1.00 1.50
I Lavatory .50 .50 1.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
Hot
Cold
Total
Total Water Supply Fixture Units
7.50
11.50
15.00
11.0 Gallon per minute demand of the building. Predominatly Flush Tank
19.8 Pressure available for uniform loss. For the table use - 20.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 I 11/4 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
ValueofC 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833
04</19/2006 16:38
9825813
SCOTT & TANA FIELDS
PAGE 02
OS.$H
ONn1Ev\(þ'~
, 1.
,2.
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3.
i;4..
WATeR CALCULATION WORKSHEET
: .ý,g,PALCU91e WATER SERVICE PRESSURE LOSS
~:ß- ~ pressure at main in &trell'l. or ~I pressUfo ~nk.(velue of.5 above) . 5 ~
., 7. iÌ1mnino prea$UfØ Io$S due lo'frIçUon in I ~ . p~ diameter 4u c:
pier slIMce. j I 00 r S!IIbtl'act vl~ILI~1 of °T'_,_~
~,; (0 't>e.>\ \ ~otal ...53..15
, 8.
, 9.
I¡IlI'tetmine preøsure 1088 due to elevation,
(~ùItiPIy tfii'v1l1ue of # 2 above by .434)
AWilable pressure att.r \he bldg. control wive. (enter In oS' below)
. Subtract valUEI of ';,8' _.~~ .
sublcœ¡ .s~.:s
,! :çALCU~'rE THE PRESSURE AVAØ.ABLe FOR UNIFORM LOS. (VAJ-UE OF. "A"I
" B. ~Qble pressure IBfIør th$ bldg. control valve. (from °9" above)
, 'i"
c.~re j(lss of water meter (when mfllier Ie required)
:"'D.
,'.
"',""
':1
VatUI) of '.E" -§.!..3
S1tIbbract v~llwt, of 'l~. _.J'---L3
sublDtal. -,..!:L:i ,
Subtract vaIu~, of"" -,~- '
-. ;;2~
!\ÎtÞ8sure àt controllIng fixlure.
'0'".
..
ierenèO in I!IÐvlltløn be\WaGn the building ~ntrD valve
~ifd tile controUing ft ( Ure In feet...J.S.......: X .434 paVtl
subtotal
,::~".
Subtract value- of °li!" -,~~., "
subtotal ...~
F-
þsure 108S due to water treatment devices. Instanlaneous
Þ heaters and bIIckIIaw pr_nlars which s- the
Ip,troliing fixture.
----
Sutrlraut Y8IüI:¡ of 4'" ..--
:. subtotal ..1kf¿
:~op¡ed (ength~ buildíng control valve 10 controtHng . ~.. \ ;)5:i
..... in feet - X 1.5 (DMde by valUi.,Ðt,:S .._""~,,,..,
,I~ F:&s ~\vVV\.~~~ ~~~ ._..z-lL?j-,
I '5 'f 0 C' '3 'r ~ MI.III:lpty ~r _._-lIlP.:.-l;:
::!Fure available for uniform lolls \Y e ~:+ ~(Q::)ke.. 'W' '" .,-.13.;"
t~J .
,..,
c_.
1.
6. Low..-.n at 1RIIIa.1o atrMt, Of
ëmmaI pnaUl'8l811k. (as cfi!termIned
atl 5 abrM)
7. Detønnlne pl'8lSUI'8 toødue to
frtction III the water ...tce.
Refer to Graplls A-82.40(7}0.2 \h!u 6.
8. Detllnnln8 the prH8U1'81oss due to
the dlffenmce In etev8tIon bettfeen
the main or ultima! ~ tank
IlfU&.thI
J.8¡ij;
maj;¡ or
buliåi!lg control valve.
MuIlJpIy hE 1g/1Ì, (It) by .434. .
. J>roìect ~~Q~~tû 5-\--dM.~fi\e7 ,
~~", .
-~~~!O
cD
"-
IV
'"
'"
'"
'. ".
G. ~ed Ì&nøth~tIIå
buI1dIri8 control V8IH to the
controlling tllrtul'8.
This iathe measured IIIngIh (ft) of ~
between the bulldlng.controI valve
~=::=~if u.
CeIculBtlIlf tñe pnauI8 avaBable for
unlfoml ,- (value af"A").
Vakle Of '8" 5 ¡; 3
SUbllact valueof'C" 2), 3
l.t?:>
SubtTaCt value Of "D" ;;¿ ()
~3
b5
subtollli jj~( 5
t. A¥81111b18 p-- after 111.
bulldhtg contft \ Y81¥8.
(enter In line ?)
B. A~ n8IIUI8 after the
tiuIhUng cadtOtY8Ñe. .
(from IiIB "9")
C. Determine pl'8UUl'8lo88 afwaœr
meter"'
(Refer to GnIpb ,6,.82.40(7)-1 or
\0 loss CUM! from manufacItm.
D. PI88Uß at coatroIliltg fIxbmI.
This is \he j¡ressuIe required for B
fixlure to pIIIftmn as deslgnad.
Compare;
(1) required fbduIe pressure,
(2) BIeYIdIDn of fixture.
(3) deveIcped length 10 fixture.
subIDtBI
subIoIaI
Sub\raCt vatua of ì:
Eo Detønnlne dllferam:e In l!fIwalion .
between Ih8 buldlng eonllol valve
end the controlDJlg IIxture. ,
Measure diiferenœ Í'I helghl eft} rrom
the buiJding control valve \0 the
controIng fixtunI.
Multiply height 1ft) by .434-
Sub\Jact value of'F"
subtDI8I I '0 5
Divide by vØJé of"G" . f :3 5
suiIIIÍIII ,_~l;}:? ).
F. Delennlne pr88UAI I0Il8 due to
walw ~ .....
\nII8I1taft8OII"" ...... and
backflow pm"" wlllell serve
the eantroftlng,tIxture..
This Is delennfned by IrØSSUÆ loss
curves based upon the GPM IIcIW
lhrough the equipment or device. . A" = pressure avaiable fer uMonn loss.
ThIs pressure loss only applies when This number Is only BI\Il-ind\Ql!\Or for
.. . "';:!"-~ffr¡?1tm; f'::;,~~_lZitt'~ ""
CtlyQ~\K6Sh ,', ','
n ,r: eJl1}(1¿}P¡¡b; ~'
MuIIIpIy by
32L-
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SCOTT & TANA FIELDS
p~ ê-('Pu.)L
PAGE
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