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OSHKOSH
ON THE WATER
Job Address 80-90 CHERRY PARK CT
CITY OF OSHKOSH
No
114232
PLUMBING PERMIT - APPLICATION AND RECORD
Owner MOKLER CONSTRUCTION LLC Create Date 05/11/2005
Category 410 - Residential-Interior Plan
Bathtub 2 Shower 4 Water Softner 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
- - - - - -
Whirlpool 0 Floor Drain 2 Local Waste 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
- - - - - -
Lavatory 6 Lndry Tray 2 Clothes Wshr 2 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
- - - - -
Toilet 6 Disposal 0 Bidet 0 Sculry Sink 0 Wash Ftn 0 RPZ Valve 0
- - - - - -
Res. Sink 2 Dishwasher 2 Beer Tap 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0
- - - - - -
Bar Sink 0 Sump Pump 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Wtr Sewer Mtrs 0
- - - - - -
Water Heater 2 Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 Deduct Meters 0
- - - - - -
Site Drain 0 Breakrm Sink 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Wtr Usage Mtrs 0
- - - -
Roof Drain 0 Ejector/Grind 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
-
Misc. 0
Fixtures
Use/Nature
of Work Interior plumbing of new duplex residential.
Contractor O'NEILL ENTERPRISE INC
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
0
Parcelld #
1416760200
$210.00 U Permit Voided I
Valuation
$12,000.00
Plan Approval
$0.00
Permit Fees
Issued By
Date OS/24/2005
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 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 to secure any necessary approvals before starting such activity.
Signature
Date
Address
5575 CTY RD N
Agent/Owner
PICKETT
WI 54964 - 0000
Telephone Number
920-428-4700 589-2
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.
Ma~ 27 05 08:24a
WATER CALCULATION WORKSHEET FOR
80 - qo C~er.,.-y Park Co"".+-
NAME/ADDRESS OF PROJECT
p.2
1.¡_ßGT'<8 2-A"-'
¿: - ßG, SH z -pVJ
2..-u-> ý-H()~
Z-LT
.,.
INFORM,fl.TION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
Demand of building in gallons per minute. WSFU's ~ = (GPM) 2.(". '1
Difference in elevation from main or external pressure tank to building control valve. (feet) 1-
Size of the water meter. (When applicable) 5/8"_,3/4" .L.1" _,1-1/2" _,2" _,3" _,4" -' 6"_.
2.
3.
4.
(feet) -.3..L
(psig) 5z. C'~ì'~ç.
Otk.Ìt«l."
Developed length from main or external pressure tank to building ""ntrol valve.
5.
Low pressure at main in streel or external pressure tank.
CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
52..
Low pressure at main in street or external pressure tank. (value of# 5 above)
Water service diameter iS~. Material is Poly b...... "ÿ/ ~^.., . Pressure loss
per 100 ft = ~ psi. X ~(decimal equivalent of service length, i.e.; 65ft = .65)
z.
(Subtract line 7. from line 6.)
subtotal ~
value of "8" JL
subtotal So
8.
Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434)
Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".)
9.
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "N')
B.
50
Z.S-
'17.Ç-
Available pressure after the bldg. control valve. (from "9" above)
Value of "8"
C.
Pressure loss of water meter (when meter is required or installed) Value of "C"
:þer <..A",;'t-
(Subtract line C. from line 8.) subtotal
D.
Valueof"D"
2-0
Pressure at ""ntrolling fixture.
(Controlling fixture is
PBJ
)
(Subtract the value of D.)
subtotal
2:7 . S"
E.
Difference in elevation between the building control valve
and the controlling fixture in feet ~ X .434 psilft.
Value of "E" ("..O""
subtotal 2./ .'IZH
Value of"F' ø
subtotal ZI.4-¿l.¡
(Subtract the value of E.)
F.
Pressure loss due to weter treatment devices, instantaneous
~~~~:o~~~t~~~r~ backflow preventers ~h serve the
(Pressure loss due to ~ )
(Subtract the value of F.)
G.
Developed length from building ""nlrol valve to controlling
fixtureinfeet~X1.5
Valueof"G"
ISO
ç 14 z.S"ZG;"G
(Water distribution piping material is
ÞEX'
(Divide by the value of G.)
)
subtotal
Multiply by
---1illL
IS
A.
Pressure available for uniform loss
"A" =
S8D -6479 'RWO~
Ea.c.~ ,-~"f'¡" hc.> c.. 13,2 C;P/'\ r"'Lu.'\r,-,,~.~1-
'lÕ.bl", ~Z,<fO-9CP£X) ~.\" a.1'VLa.,,;,,",~....... c-í'-
14.5 GI'/Jt +her<..Ç~-<. "'-'~ .....7if ..q~ (" PIEX .ç:...o,~
T-k~ t.vc..¡....- >,,~.....:< L.