HomeMy WebLinkAbout0114257-Plumbing
e CITY OF OSHKOSH No 114257
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 670 FREDERICK ST Owner GALLERY HOMES LLC Create Date OS/24/2005
Contractor O'NEILL ENTERPRISE INC Category 410 - Residential-Interior Plan
Bathtub 1 Shower 1 Water Softner 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
- - - - - -
Whirlpool 0 Floor Drain 1 Local Waste 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
- - - - - -
Lavatory 3 Lndry Tray 0 Clothes Wshr 1 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
- - - - -
Toilet 3 Disposal 1 Bidet 0 Sculry Sink 0 Wash Ftn 0 RPZ Valve 0
- - - - - -
Res. Sink 1 Dishwasher 1 Beer Tap 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0
- - - - - -
Bar Sink 0 Sump Pump 1 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Wtr Sewer Mtrs 0
- - - - - -
Water Heater 1 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
Plumbing for new SFR including sewer and water lateral service.
Size Material Type # Conn. Type
Sanitary Sewer 4" Plastic Lateral 1 New
0
0
0
0
Storm Sewer 6" Plastic Lateral 1 New
0
0
0
0
Water Service 1" Copper Lateral 1 New
0
0
0 Parcelld #
0 0704410000
U Permit Voided I
Valuation $8,000.00 Plan Approval $0.00 Permit Fees $255.00
Issued By Date OS/25/2005
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
G 70 Ç",--"c1.e.-:ck street
NAME/ADDRESS C1I' PROJECT
I -ßG,"TU-Ó
~ -ßG,. S"
\ -".K
p.3
I-I-Av z.-i..jß'~
I ~ ¡..:,ç ¡ - A"'"
l-vw
Demand of building in gallons per minute. WSFU's ZO.'" = (GPM) ~
Difference in elevation from main or external pressure tank to building control valve. (feet) ~
Size of the water meter, (When applicable) 5/8"_,3/4" L 1" _,1-1/2" _,2" _,3" _,4" _,6"_.
Developed length from main or eKtemal pressure tank to building control valve. (feet) ~
INFORMj\TION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
2.
3.
4.
5.
Low pressure at main in street or external pressure tank.
(psig)
57
c.~t .
of Ò<hlü.,'
t{/I1,1q\
.8.
CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
Low pressure at main in street or external pressure tank. (value of # 5 above)
Waterservicediameteris~.Materialis TiPe.- L . Pressure loss
per 100ft= ~ psi. X~(decimal equivalent of service length, i.e.; 65ft = .65}
57
¡ .C¡'z..
8.
Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434)
subtotal S5_Cß
value of "8" i.3cZ-
subtotal 53.77g
Value of "E" 'l,,5'1Y
subtotal 20.73
Value of "F" ø
subtotal 20-73
(Subtract line 7. from line 6.)
9.
Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".)
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
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 fixture.
(Controlling fixture is
Value of "D"
pß¡)
)
(Subtract the value of D.)
subtotal
E.
Difference in elevation between the building control valve
and the controlling fixture in feet ~ X .434 psi/ft.
(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 .5ð )
(Subtract the value of F.)
G.
Developed length .from building control valve to controlling
fixtureinfeet~X1.5
Value of "G"
(Water distribution piping material is
PE-x
(Divide by the value of G.)
)
subtotal
Multiply by
A.
Pressure avaliable for uniform loss
"A" =
SBD .6479 (RSI"'I
5~. 77~
3"Ç-
50.<:78
20
30.Z78
Ca3
.3zqo<.j
~
.33