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OSHKOSH
ON THE WATER
Job Address 75 GIBSON CT
CITY OF OSHKOSH
No
116754
PLUMBING PERMIT - APPLICATION AND RECORD
Owner STONEY BEACH WEST LLC
Create Date 09/19/2005
Plan
Category 410- Residential-Interior
Contractor P&S PLUMBING
Bathtub 2 Shower 0 WaterSoftner 0 Wai!.S!. 0 Shamp Sink 0 Coffee Maker 0
Whirlpool 0 Floor Drain 1 Local Waste 0 Ice Chest 0 FlrlWst Sink 0 Int Grease Trap 0
Lavatory 2 Lndry Tray 0 Clothes Wshr 1 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Toilet 2 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 1 Deduct Meters 0
Site Drain 0 Breakrm Sink 0 DipWell 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
Valuation
Issued By
NSFRf Plumbing for New single family with attached garage.
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 1413345200
$7,500.00
Plan Approval
$0.00
$105.00 0 Permit Voided I
Permit Fees
Date 10/13/2005
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.
~~ HP
Address PO BOX 2153
Signature
'222~b3
(v! 1",:>1 c-S-
Date
AgenUOWner
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.
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WATER CALCULATION WORKSHEET FOR
'IS
C-O U fZ.. T
G I ß S (?"#/
NAME/ADDRESS OF PROJECT
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
Demand of building in gallons per minute. WSFU's I fJ,~ = (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" _,1-112" _,2" _,3" _,4" _,6"_.
Developed length from main or external pressure tank to building control valve. (feet) (00 I
2.
3.
4.
5.
(psig)~
Low pressure at main In street or external pressure tank.
~
"-
';!;¡
\:'s F.
\
i.... fi.:'I
Q('J
i7
:t G.
"
..jI
~
1:>
C:'
~
CALCULATE WATER SERVICE PRESSURE LOSS
6.
5V
7.
Low pressure at main in street or e¡<ternal pressure tank. (value of # 5 above)
. d-/I/I.{'
Water service diameter is I . Material is P LIJ.s 77 L . Pressure loss
per 100 ft =.-lL psi. X ,ç; (decimal equivalent of service length, i.e.; 65ft = .65) ~
L{,l) 'X-, ~I (Subtract line 7. from line 6.) subtotal ((/,t]
8.
Determine pressure gain or loss due to elevation,
(multiply the value of# 2 above by .434)
- c.--
value of "8"
g.
subtotal L/I, '7
Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "S".)
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "An)
S.
tIll '7
Available pressure after the bldg. control vallie. (from "g" above)
Pressure loss of water meter (when meter is required or installed)
Value of "8"
Value of "C"
~
S 6,1
C.
(Subtract line C. from line S.)
subtotal
D.
Pressure at controlling fixture.
(Controlling fixture is .s. Ho tb rJ ill.
Value of "D"
2.0
18'",'7
)
(Subtract the value of D.)
subtotal
E.
Difference in elevation between the building conirol valve
and the controlling fixture in feet ~ X .434 psi/ft.
Value of "E" '-I . ~ Lf
subtotal ßM
Value of "F" - C'-
subtotal / LI, y:;
(Subtract the value of E.)
Pressure ioss due to water treatment devices, in$tantaneous
water heaters and backfiow preventers which serve the
controlling fixture.
(Pressure loss due to )
(Subtract the value of F.)
Developed length from building control valve to controlling
fixture in feet <;;0 X1.5
(Water distribution piping material is II h'l
Valueof"G" 15
(Divide by the value of G.) subtotal' / '1/ Ý
c.. ~l1tfl t:5 ^ )
Multiply by
"A" =
A.
----1.Q.L
I "U<¡
Pressure available for uniform loss
SBD -6479 IR8I02}
'"
Fixture
#Fixtures
Icemaker
112" Hose Bib
Kitchen Sink
Dishwasher
Automatic Washer
Bathtub. Lay Toilet
Table 82.40 - 6
1" - 34.0 w.s.f,u,
3/4" - 18,0 w.s.f.u.
1/2" - 7.0 w.s.f.u.
I
2
1
I
I
2
"
w.s.f.u.
total w.s.f.u.
0.5
3.0
1.5
1.0
1.5
4.0
0.5
6.0
1.5
1.0
1.5
8.0
18.5 w.s.f.u,
WATER DISTRIBUTION DATASHEET
Date: October 24, 2005
Name: P & S Plumbing
Project: Huisman Homes
Street:
Street: 75 Gibson Court
City:
City:
Oshkosh
I. ----.!l:! Gallon per minute buiding demand, predominatly Flush Tank.
2. ~ Low pressure at the Main in the Street.
3. ~ Lb loss from a!Q ft difference in elevation from Main in the Street to the Water Meter.
4a. 6.2 Lb loss from a 60,0 ft I" PE Tubing CTS ASTM 2737 A WWA C901 water service from the Main in the Street to the curb stop.
- Pressure loss detemined using a C value of 150, inside diameter of .860 and a velocity of 7.2 ft per sec.
4b. 1.5 Lb loss from a 40.0 ft I 1/4" PE Tubing CTS ASTM 2737 A WW A C901 water service from the curb stop to the Water Meter.
- Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 4.8 ft per sec.
5. ---.1& Lb loss from a 3/4in Meter
6. ~ Lbs of pressure available at the Water Meter. This value is entered in (8) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A~ 8-(C+~+E) x 100
A. ~ Pressure available for uniform Joss (psillOO feet ofpipe).
B. ~ Lbs of pressure available at the Water Meter.
c. ~ Pressure needed at the controlling fixture. shower
D. ~ Lb loss resulting from a 10.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ------& Lb pressure loss due to a serving the controlling fixture.
F. -----.ill Ft Developed length from the 50.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM 888
Nominal Size 1/2 5/8 3/4 I 11/4 11/2 2 2112 3 4
Actual!. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 ISO ISO 150 ISO ISO ISO ISO ISO
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835