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e
OSHKOSH
ON THE WATER
Job Address 1038ESUNNYVIEWRD
CITY OF OSHKOSH
No
118267
PLUMBING PERMIT -APPLICATION AND RECORD
Owner TRACEY L GRUBOFSKI
Create Date 12130/2005
Contractor RAUSCH PLUMBING
Category 410 - Residential-Interior
Plan
Bathtub 2 Shower 1 Water Softner 0 Wail.SI. ---.2 Shamp Sink 0 Coffee Maker ---.2
Whirlpool 1 Floor Drain ~ Local Waste 0 Ice Chest 0 FlrlWst Sink 0 Int Grease Trap ---.2
Lavatory 5 Lndry Tray 1 Clothes Wshr 1 Exam Sink ---.2 Catch Basin 0 Ext Grease Trap 0
Toilet 5 Disposal 1 Bidet 0 Sculry Sink 0 Wash Ftn ---.2 RPZ Valve 0
Res. Sink 1 Dishwasher 1 BeerTap 0 Hand Sink 0 Urinal ---.2 Eye Wash Statn ---.2
Bar Sink 1 Sump Pump ---.! Lab Sink 0 Plaster Sink 0 Standp Rec 2 Wtr Sewer Mtrs ---.2
Water Heater 1 Classrm Sink 0 Sterilizer 0 Surgeons Sink ---.2 Ice Maker 0 Deduct Meters 0
Site Drain ---.2 Breakrm Sink 0 Dip Well 0 F Prep Sink ---.2 Gar Drain 1 Wtr Usage Mtrs 0
Roof Drain 0 Ejector/Grind 1 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Misc. 3 3 hose bibbs
Fixtures
Use/Nature
ofWork
NSFRI New single family 2 story with 3 car attached garage. NO DECK OR PATIO approval with this permit. Gas water heater. check
21856
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 1560060000
$12.500.00
Plan Approval
$0.00
Penmit Fees
Valuation
$217.00 0 Permit Voided I
Issued By
Date 02122/2006
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 pany. 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 approvais before starting such activity.
Signature
Date
Address 1606 W HASKEL ST, STE A
AgenUOwner
APPLETON
WI 54914 - 0000
Telephone Number 920-830-9222
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 CALCULATION WORKSHEET FOR
1038 E SUNNYVIEW
NAME/ADDRESS OF PROJECT
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
2.
3.
Demand of building in gallons per minute. WSFU's
Difference in elevation from main to extermal pressure tank or to building control valve.
Size of the water meter. (when applicable) 5/8 - 3/4 - 1 ..2S.- 1.5-
2 3 4 6
29.5
Inch
Inch
4.
5.
Developed length from main or external pressure tank to building control valve.
Low pressure at main in street or external pressure tank.
CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
Low pressure at main in street or external pressure tank. value of #5 above)
Water service diameter is 1.25 Material is ¿/ I. Pressure loss
per 100 ft = 6 ¡;;;-x- ~ (decimal e uivalent of service length, i.e. 65 ft = 0.65)
(Subtract line 7. From line 6.)
Determine pressure gain or loss due to elevation. (multiply the value of #2 above by 0.434)
Available pressure after the bldg. Conrol valve. (subtract or add line 8. Enter in "B".)
8.
9.
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B. Available pressure after the building control valve. (from "9" above)
C. Pressure loss of water meter. (when meter is required or installed)
(subtract line C. From B.)
D. Pressure at controlling fixture.
(controlling fixture is PB TUB VALVE
(subtract the vaiue of D.)
E. Difference in elevation between the building control valve
and the controlling fixture in feet ~ X 0.434 psilft.
(subtract the value of E.)
F.
Pressure loss due to water treatment devices, instantaneous water heaters and backflow
preventers which serve the controlling fixture.
Pressure loss due to (subtract the value of F)
G. Developed length from building control valve to controlling fixture in feet X ~ 1.5
(divide by the value of G.)
Water distribution piping material is:
= (GPM) 19.7
(feet) 4.0
(feet) 400
(psig) 58.0
58.0
24.0
subtotal 34.0
value of "8" 1.7
subtotal 32.3
value of "B" 32.3
value of "C" 2.3
subtotal 30.0
value of "D" 20.0
subtotal 10.0
value of "E" 9.1
subtotal 0.9
value of "F" 0.0
subtotal 0.9
value of "G" 60.0
subtotal 0.015
100
"A"= 1.5
A. Pressure available for uniform loss
(multiply by 100)
Comments
SBD-10717 - E (R10/05)
f
Feb,27, 2006
9: 18AMu>"' Tim Rauscn Plumbing
. v. {'
No, 1056
P, 1
WATER CALCULATION WORKSHEET FOR
It) 38 r.. 5¿,n,,:1. 1/1'"...,
NAME/AOOROSSOI' OJ"",
OSh Ito<;h. .
WSFU's~ = (GPM) ;or,7
D,ifference in elevation from main or external pressure tank to building control valve. (feet) ~
'Size of the weter meter. (When applicable) 518' ~ 3/4" ~ l' ::/,,1-1/2' _,2' _,3' _,4' _,6' -'
Developed length from main or external pressure tank to building -Control valve. (feel) q ,ðt/
Low pressure at main in street or external pressure tank. (psig) ~
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
Demand of building in gallons.per minute.
A.
2.
3.
4.
5,
CALCULATE WATER SERVICE PRESSURE LOSS
6.
Low pressure at main in street or external pressure tank, (value of # 5 above)
Water service ~ameter is ~. Material is (ð \ ~ ' Pressure loss
per 100 ft = psi. X .....1:!..--(decimal equivalent of service length, i.e.; 65ft = .65)
7.
(Subtract line 7, from line 6.)
subtotal
6.
~
-2::.!:L
3'1
Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434) value of "8" ~
Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".) subtotal .:3 ~, ;:¡'6
Value of "E' ~
subtotal I., 0.
Value of "F' ~
subtotal ~
Value of"G" .l:L
subtotal DfO~
9.
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B.
Available pressure after the bldg. control valve, (from '9" above)
Value of"B"
c.
Pressure loss of \\later meter (when meter is required or installed)
Value of "C"
(Subtract line C. from line B.)
subtotal
D.
Presstjre at controlling fixture. / /" ::-.. Value of "0'
(Controlling fixture is P{'(v,.", \0,1.,<,,1 ~)~\",rl'LÌi v~(- ( V(},J
, (Subtract the value of D.) subtotal
. Difference in elevation between the building control valve
and the controlling fixture in feet ~ X .434 psi/ft.
E,
(Subtract the value of E.)
F.
Pressure loss due 10 water treatment devices, instantaneous
water healers and backflow preventers which serve the
controlling fixture.
(Pressure loss due to )
(Subtract the value of F.)
G.
Developed I~ngth from 'building control valve to controlling
fixture in feet~X 1.5
(Divide by the value of G.)
(Waterdîstributionpipingmaterialis í~t, (1'1 r°(1¡'ú() .
2.2.2'
:). , 5
3>0,11
')0 Q9
~
Multl.e,I.y_by_,~
c~
Pressure available for uniform loss
SSD...,'O(""""
,
,..,
WATER CALCULATION WORKSHEET FOR /,C/J;Y
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
Demand of building in gallons per minute.
WSFU's .J r
= (GPM) .2./. ~
'1/
(feet)
2.
Difference in elevation from main or external pressure tank to building control valve.
5/8" 3/4" 1" X 1-1/2" 2" 3" 4" 6" .
-' _,_, -'-'-'-'-
3.
Size of the water meter. (When applicable)
4.
Developed length from main or external pressure tank to building control valve.
/
(feet) Y tKJ
(psig) s-'1
5.
Low pressure at main in street or external pressure tank.
CALCULATE WATER SERVICE PRESSURE LOSS
6.
Low pressure at main in str~et or external pressure tank. }yalue of # 5 above)
;)...9 () I I tt. t... <::'" ,,< / / () /:I'y .179
Water service diameter is . Material is . Pressure loss
per 100 ft = psi. X .lffJf> (decimal equivalent of service length, i.e.; 65ft = .65)
7.
(Subtract line 7. from line 6.)
subtotal
8.
Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434) value of "8"
9.
Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".) subtotal
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B. .
Available pressure after the bldg. control valve. (from "9" above)
Value of "B"
C.
Pressure loss of water meter (when meter is required or installed)
Value of "c"
(Subtract line C. from line B.) subtotal
D.
Pressure at controlling fixtur~. /J
(Controlling fixture is ?.5 7'. ~
- ~
Value of "D"
j/pl v<:..
)
(Subtract the value of D.) subtotal
E.
Difference in elevation between the building control valve
and the controlling fixture in feet ;;J../ X .434 psi/ft.
Value of "E"
1. JJ
subtotal /0, I ;J
(Subtract the value of E.)
F.
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture. Value of "F"
(Pressure loss due to )
(Subtract the value of F.) subtotal
G.
Developed length from building control valve to controlling
fixture in feet ~ p X 1.5
-1}-/~ /Z'1 . c '-< ~
(Water distribution piping material is P e..x
Value of "G" 6 ()
subtotal O. II, fir
(Divide by the value of G.)
)
Multiply by
A.
Pressure available for uniform loss
"A" =
SBD -6479 (R8I02)
s-1
_ {..s-t.f
_ 7. 11'4/
1/.J.t:J...
/.7]
'1/.73
r /. 'It
~."
J 7, ::2 <;
.c)d
~.
/ '7. ,;J..g
fi//~
~ /17./7
100 . '
d.frCi)
,-
~
Fixture Listing
Date: June 12, 2006
Project: /d.?r c::: .f:N'}//I'(J,.J
Street:
Name:
Street:
City:
City:
Non Public Use Fixtures
1 Automatic Clothes Washer 1.00 1.00 1.50
I Bar Sink .50 .50 1.00
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
2 Lavatory 1.00 1.00 2.00
3 Shower, per head 3.00 3.00 4.50
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
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Hot
Cold
Total
Total Water Supply Fixture Units
13.00
27.50
34.00
21.6 Gallon per minute demand of the building. Predominatly Flush Tank
.0 Pressure available for uniform loss. For the table use - .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 0 0 0 0 0 0 0 0 0 0
Maximum FM WSFU 0 0 0 0 0 0 0 0 0 0
Maximum FT WSFU 0 0 0 0 0 0 0 0 0 0
".,~: ~. '<i5
.P
WATER CALCULATION WORKSHEET FOR
1038 E SUNNYVIEW
NAME/ADDRESS OF PROJECT
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1. Demand of building in gallons per minute. WSFU's
2. Difference in elevation from main to extermal pressure tank or to building control valve.
3. Size of the water meter. (when applicable) 5/8 3/4 1 X 1.5
2 3 4 6
4. Developed length from main or external pressure tank to building control valve.
5. Low pressure at main in street or external pressure tank.
29.5
= (GPM)
(feet)
Inch
Inch
(feet)
(psig)
CALCULATE WATER SERVICE PRESSURE LOSS
19.7
4.0
400
58.0
6. Low pressure at main in street or external pressure tank. (value of #5 above) 58.0
7. Water service diameter is 1.25 Material is.--1. Pressure loss
per 100 ft = 6 psi X 4 (decimal uivalent of service length, I.e. 65 ft = 0.65) 24.0
(Subtract line 7. From line 6.) subtotal 34.0
8. Determine pressure gain or loss due to elevation. (multiply the value of #2 above by 0.434) value of "8" 1.7
9. Available pressure after the bldg. Conrol valve. (subtract or add line 8. Enter in "B".) subtotal 32.3
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B. Available pressure after the building control valve. (from "9" above)
value of "B"
C. Pressure loss of water meter. (when meter is required or installed)
value of "C"
subtotal
(subtract line C. From B.)
D. Pressure at controlling fixture.
(controlling fixture is PB TUB VALVE
(subtract the value of D.)
E. Difference in elevation between the building control valve
and the controlling fixture in feet 21 X 0.434 psi/ft.
value of "0"
subtotal
(subtract the value of E.)
value of "E"
subtotal
F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow
preventers which serve the controlling fixture.
Pressure loss due to (subtract the value of F)
value of "F"
subtotal
G. Developed length from building control valve to controlling fixture in feet X 40 1.5
(divide by the value of G.)
value of "G"
subtotal
Water distribution piping material is:
32.3
2.3
30.0
20.0
10.0
9.1
0.9
0.0
0.9
60.0
0.015
(multiply by 1 00)
A. Pressure available for uniform loss
"An =
Comments
100
1.5
SBD-1 0717 - E (R10/05)
;::,
:::'
eb. 27. .2006
~:
r~- t"n-
9:18AM~..>Tim Rausch Plumbing
. v, {'
No. 1056
WAT~~ CALCULATION ~ORKSHEET FOR
INFORMATION REQUIRED TO. CALCULATE WATER SERVICE SIZE
1.
Demand of building in gallons. per minute.
WSFU's ~ 1/)
= (GPM)
P. 1
1?,7
tit
2. Djfference in elevation from main or external pressure tank to building control valve. (feet) [
3. 'Size of the water meter. (When applicable) 5/8" -,3/4" --' 1" ::L.. 1-1/2" ~I 2" _,3" _,4" _.6" _.
,
4. Developed length from main or external pressure tank to building .control valve. (feet) tj ~()()
5. Low pressure at main in street or external pressure tank. (psig) 53'
M~.~R.IY~b. '1--4-. 00
; "A". ;;L
~.
CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
Low pressure at main in street or external pressure tank. (value of # 5 above)
Water service ~ameter is , '4 . Material is (0 \~ . Pressure"loss
per 100 ft = . psi. X .J..l (decimal equivalent of servjce length, i.e.; 65ft = .65)
(Subtract line 7. from line 6.)
subtotal
8.
Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434) value of "a"
9.
Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".) subtotal
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B.
Available pressure after the bldg. control valve. (from "9" above)
Value of "B"
c.
Pressure loss of V\'ater meter (when meter is required or installed)
Value of .C"
(Subtract line C. from line B.)
subtotal
D.
Pressqre at controlling fixture. I 1...."0-
(Controlling fixture is fN<;<;.,'( b"Lr.J: ,;)h., r L~ v~{1L V().J
. (Subtract the value of D.)
Value of "0"
subtotal
','
E. - Difference in elevation between the building control valve
and the controlling fixture in feet ~, X .434 psi/ft. Value of "E"
(Subtract the value of E.) subtotal
F.
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
(Pressure loss due to
subtotal
Value of "F"
-.
)
(Subtract the value of F.)
G. Developed I~ngth from 'building control valve to controlling
fixture in feel 2ll:L- X 1.5
Value of "GO
(Divide by the value of G.)
(Water distribution piping material is f~{171 (VI (0 ')').(0 .
t, b :
subtotal
A. Pressure available for uniform loss
sel> ~1!i (l'<eI02)
sg
;;,.11
3'~
L ?'1
.,
.3 ~, ~6
3)''''
:2. 15
-;'0,' t
') () Q9
I Dr \ l
ef, "
/.,0
o
t. 0
"C)
0,0 :t.