HomeMy WebLinkAbout0044654-Plumbing
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CITY OF OSHKOSH
PERMIT - APPLICATION AND RECORD
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N!! 44654
TYPE: BLDG 0 HTG 0 ELEC 0 PLBG ~ SIGN 0 ZONING
FLOOD PLAIN
HEIGHT
ADDRESS
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PLAN NO.
OWNER
DESIGNER
USE/NATURE OF WORK
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BUILDING CONTRACTOR
Size
Foundation
Sq. Ft.
# Rooms
# Stories
Height
Occupancy Permit
Class of Const.
HEATING CONTRACTOR
Heat 0 AlC 0 Vent 0 Fuel/System
Heat Loss
BTU'S
ELECTRIC CONTRACTOR
Electric Servo New 0 Change 0 Temp 0
Type _ Volts
Amps_
Fixtures
Switches
Receptacles
Circuits
PLUMBING CONTRACTOR
~BT
S~\\((J -em,( +- '\-\C\f\&~)f)
-L Disp -L WSoft
_ CBasin
~Lav
~WH
-LSh
_OW
isp
l Eject
'C/~u~'\\r
_OF
_ San. Sewer
_WC _FOr
_Sink a LTub
Other d Lxx\r\j (\\{Y\~
_Ur
_ Storm Sewer
_ SS _ Water
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FEES: Valuation $
ISSUED BY
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Permit Fee Paid $~c?: ,00 j
Date 4~ clLo-qs
Park Dedication $lro:>- 2. 7 - 9 S
Final/D.P.
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
SIGNATURE
AGENT/OWNER
DATE
ADDRESS
TELEPHONE #
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WATER"CALC:ULATION WORKSHEET
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Information needed for water service sizing
1. \~ I S.
Demand of building in gallons perininute.
2.,S-=) Low pressure at main in street (or at external pressure tank).
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3. S Difference in elevation from main to meter (or exte~al pressure tank to building control valve).
4. o/i '? 1st of water meter (if applicable).
5. S 10 Developed length from main to meter (or external pressure tank to building control valve).
Your must first find the available pressure after the water meter (C'r at building co~l valve).
To obtain this pressure, you must: 'z' , 1;7;7 Y /5., -
i'S~/;2 ",S " \'i. ,;25 ;; Ao
6..w Find pressure loss due to friction in3/1I -inch diameter water service. I c> (5 . ;:; 0
/~ t""~) ~O'X J '06
, v7. c' ~ \ { Find pressure loss due to elevation, main to meter (or external pressure tank to building control valve).
Multiply with difference in elevation by .434 psiift.
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8.' . Find pressure loss due to meter (from manufacturer or A WW A).
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9 · Subtract the loss due to friction (step 6). loss due to elevation (step 7), and loss due to meter (step 8) from the
low main pressure (or low pressure at external pressure tank (step ~). This calculation is the available
pressure after the water meter (or at the building control valve). This answer is entered in Line B below.
Information needed for water distribution sizing
Using the following fonnula. find the pressure available for unifonn loss (psi/1 00 feet of pipe).
B - (C ... D + E)
A = F X 100
A S q Pressure available for unifonn loss (psi/lOa feet of pipe).
~ l~I~b?;;ressure after water meter (at the building control valve or low pressure at internal pressure tank)
, '" (see step 9 above).
vt:/ C6 f>~, Pressure needed at controlling fixture.
~G,f"l1
v{o
WHERE:
F. -:.,q
Difference in elevation between water meter (building control valve or internal pressure tank) and controlling
fixture in feet ~ x .434 psi/ft.
Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backflow
preventers which serve the controlling fix~re. Conventional water heaters usually do not have a pressure
loss.
Develope9 length from water meter (building control valve or internal pressure tank) to controlling fixture in
feet~ x 1.5. .
With pressure available for unifonn loss. go to applicable table for distribution si,zing.