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e
GSHKÒSH
ON THE WATER
Job Address 85 GIBSON CT
CITY OF OSHKOSH
No
117801
PLUMBING PERMIT - APPLICATION AND RECORD
Owner STONEY BEACH WEST LLC
Create Date 12/12/2005
Contractor P&S PLUMBING
Category 410 - Residential-Interior
Plan
Bathtub. 2 Shower 1 Water Softner ~ Wail.SI. 0 Shamp Sink .0 Coffee Maker 0
Whirlpool ~ Floor Drain 1 Local Waste 0 Ice Chest 1 FlrlWstSink ~ Int Grease Trap 0
Lavatory --1 Lndry Tray 0 Clothes Wshr 1 Exam Sink ~ Catch Basin 0 Ext Grease Trap ~
Toilet --1 Disposal 1 Bidet 0 Sculry Sink 0 Wash Ftn ~ RPZValve 0
Res. Sink 1 Dishwasher 1 BeerTap 0 Hand Sink 0 Urinal 0 Eye Wash Statn ~
Bar Sink ~ Sump Pump 1 Lab Sink ~ Plaster Sink ~ Standp Rec 1 Wtr Sewer Mtrs 0
Water Heater 1 Classrm Sink 0 Sterilizer 0 Surgeons Sink ~ Ice Maker ~ Deduct Meters ~
Site Drain ~ Breakrm Sink 0 Dip Well ~ F Prep Sink 0 Gar Drain ~ Wtr Usage Mtrs ~
Roof Drain ~ Ejector/Grind 0 Drink Ftn ~ Serv Sink 0 Soda Disp 0
Misc. ~ HOSE BIBBS
Fixtures
UselNature
of Work
NSFR/1 story home with a 2 car attached garage, 12'x12' patio. CHECK PAYMENT
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 1413345400
Valuation
$8,200.00
Plan Approval
$0.00
Permit Fees
$140.00 0 Permit Voided I
Issued By
Date 01/06/2006
In the performance of this work, I agree to perform ali 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 necessary2provais before starting such activity.
Signature ~ ~
Agent/Owner
Date
'/6/ð£
Address PO BOX2153
APPLETON
WI 54912 - 2153
Telephone Number
920-722-5035, 920-7
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
Sr-ç
&Jß'sOI-'
NAME/ADDRESS OF PROJECT
c. oUfLT
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
2.
3.
4.
Demand of building in gallons per minute. WSFU's ?. '2.. = (GPM) ~
Difference in elevation from main or externai pressure tank to building controi valve. (feet) ~
Size of the water meter. (When applicable) 5/8" -' 3/4" ~ 1" _,1-1/2" _,2" _,3" -' 4"_, 6"_.
Developed length from main or external pressure tank to building controi valve. (feet) 1( C I
5.
Low pressure at main in street or external pressure tank.
(psig)~
CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
s-c-
Low pressure at main in street or external pressure tank. (value of # 5 above)
Water service diameter is~. Material is ? LA::, 7"1 c. . Pressure loss
per 100 ft = ~ psi. X ~(decimal equivaient of service length, i.e.; 65ft = .65) li.L5..
(Subtract line 7. from line 6.) subtotal ~
8.
Determine pressure gain or loss due to elevation,
(muitiply the value of # 2 above by .434)
3"1.5'
vaiue of "8"
_c..~
g.
Avaiiable pressure after the bldg. control vaive. (Subtract or add line 8. Enter in "B".)
subtotal
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
::""1, '>
B.
Available pressure after the bldg. control valve. (from "g" above)
Value of "B"
C.
Pressure loss of water meter (when meter is required or installed)
Vaiue of "C"
.:.l..LQ
'35) 5'
(Subtract line C. from line B.)
subtotal
D.
Pressure at controlling fixture.
(Controlling fixture is <:, i+-ClW is"r\.
Vaiueof"D"
~
l.5.S...
)
(Subtract the vaiue of D.)
subtotal
E.
Difference in elevation between the building control valve
and the controlling fixture in feet ~ X .434 psi/ft.
Vaiue of "E" ~
subtotal II, /6
Value of "F" -c...-
subtotal ~
(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 vaiue of F.)
G.
Developed length from building control valve to controlling
fixtureinfeet~X1.5 Vaiueof"G" ~
(Divide by the value of G.) subtotal . I 2 L/ 0
(Water distribution piping material Is /I H 'I L <"";1 f5'rl)
A.
Pressure available for uniform loss
Multiply by
"An =
~
12. </0
S60 .6479 (R~02)
Fixture
#Fixtures
Icemaker
112" Hose Bib
Kitchen Sink
Dishwasher
Shower, Lay, Toilet
Automatic Washer
Bathtub. Lay Toilet
Table 82.40 - 6
I" - 34,0 w.s,f,u.
3/4" - 17.5 w.s.f.u.
112" - 6.0 w.s.f.u.
I
2
I
1
1
1
~
",.
, '"
w.s.f.u.
total w,s.f.u.
0.5
3.0
1.5
1.0
3.5
1.5
4.0
0.5
6.0
1.5
1.0
3.5
1.5
8.0
22.0 w.s.f.u.