HomeMy WebLinkAbout0117802-Plumbing
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OSHKOSH
ON THE WATER
Job Address 625 WEATHERSTONE DR
CITY OF OSHKOSH
No
117802
PLUMBING PERMIT. APPLICATION AND RECORD
Owner DEWEY HOMES INC
Create Date 11/28/2005
Contractor P&S PLUMBING
Category 410 - Residential-Interior
Plan
Bathtub 2 Shower 1 Water Softner 0 Wait.st. 0 Shamp Sink ~ Coffee Maker 0
Whirlpool 0 Floor Drain 1 Local Waste 0 Ice Chest 1 FlrlWst Sink 0 Int Grease Trap 0
Lavatory 4 Lndry Tray 0 Clothes Wshr 1 Exam Sink 0 Catch Basin 0 Ext Grease Trap ~
Toilet 4 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 1 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. 2 HOSE BIBBS
Fixtures
Use/Nature
of Work
NSFRi Single family dwelling 2 stories with 3 car attached garage and 14' x 14' 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 1219750600
Valuation
$9.500.00
Plan Approval
$0.00
Permit Fees
$154.00 0 Permit Voided I
Issued By
Date 01/0612006
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 a~rovals before starting such activity.
Signature ~ .-e.-t!".r'.:,~//
AgenVOwner
Date/ltG/"",
Address PO BOX 2153
APPLETON
WI 54912 - 2153
Telephone Number 920-722-5035. 920-7
To schedule inspections please cali 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
~zs
UrlTtATJ.-J &12.s ,cÞC;
NAME/ADDRESS OF PROJECT
Demand of building in gallons per minute. WSFU's 2. 5 = (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"~ 1" _,1-1/2"_,2" _,3"_,4" _,6"_.
Developed length from main or external pressure tank to building control valve. (feet) cr C I
Low pressure at main in street or external pressure tank. (psig) ~
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
2.
3.
4.
5.
F.
G.
A.
saD -6479 (RBl02)
CALCULATE WATER SERVICE PRESSURE LOSS
6.
Low pressure at main in street or externai pressure tank. (value of # 5 above)
Water service diameter is I \ I . Material is If fí /I C. ð- P,rJ tš(l . Pressure loss
per 100 ft = ~ psi. X ,"1 Cl (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 eievation,
(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 "An)
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)
Vaiue of "C"
52-.
.:::L-L
LIL(, ¿¡
-c..--
'-1'-1 ( ()
'I '(, ()
~
'(O,cV;-
D.
Pressure at controlling fixture.
(Controlling fixture is .5 1-fP U---§lL
(Subtract line C. from line B.) subtotal
Value of "D"
) 2 17,0<:
(Subtract the value of D.) subtotal
Value of "E" ~
subtotal .l2.ib.. L I
Value of "F"
subtotal ~'-{
E.
Difference in elevation between the building control valve
and the controlling fixture in feet - X .434 psilft.
(Subtract the value of E.)
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.)
Developed length from building control valve to controlling
fixtureinfeet~X1.5
2"",
Valueof"G" ~
II /I (Divide by the value of G.) subtotal ~CJ
(Water distribution piping material is 1-1 c.':;-ú't?'e /1 )
Multiply by ~
Pressure available for uniform loss
"An =
~
Table 82.40 - 6
I" - 34.0 w.s.f.u.
3/4" - 18.0 w.s.f.u.
1/2" - 6.0 w.s.f.u.
Fixture
#Fixtures
lcemaker
1/2" Hose Bib
Kitchen Sink
Shower, Lay, Toilet
Dishwasher
Lay
Toilet
Automatic Washer
Bathtub Lay Toilet
1
2
1
1
1
1
1
1
2
w.s.f.u.
total w.s.f.u.
0.5
3.0
1.5
3.5
1.0
1.0
2.0
1.5
4.0
0.5
6.0
1.5
3.5
1.0
1.0
2.0
1.5
8.0
25.0 w.s.f.u.