HomeMy WebLinkAbout0103615-Plumbing (interior)OSHKOSH
ON THE WATER
Job Address 227 ALLEN AVE
Contractor P&S PLUMBING
CITY OF OSHKOSH No 103615
PLUMBING PERMIT - APPLICATION AND RECORD
Owner SHOWCASE CUSTOM HOMES INC Create Date 01/21/2003
Category 410- Residential-Interior Plan
Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 1 Water Soffner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 3 LndryTray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 1
Toilet 3 LndryStndp 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Iht Grease Trap 0
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 RPZValve 0
Water Heater I Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 EyeWash Statn 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain 0 Breakrm Sink . 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
ofUse/Nature Work ~4S FPJ
Sanitary Sewer
Storm Sewer
Water Service
Size
Valuation $6,200.00 Plan Approval $0.00 Permit Fees
Issued By
Material Type
# Conn. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
$102.00 [] Permit Voided i
Date 05/20/2003
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
Agent/Owner
Address PO BOX2153 APPLETON WI 54913 - 0000 Telephone Number
734-3912
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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Fixture
#Fixtures
Ice maker
1/2" Hose Bib
Kitchen Sink
Dishwasher
Automatic Washer
Shower, Lav, Toilet
. Bathtub. Lav. Toilet
Table 82.40 - 6
1" - 34..0 w.s.f.u.
3/4" - 18.0 w.s.f.u.
1/2" - 7.5 w.s.f.u.
1
2
1
1
1
2
1
w.s.f.u.
total w.s.f.u.
0.5
3.0
1.5
1.0
1.5
3.5
4.0
0.5
6.0
1.5
1.0
1.5
7.0
4.0
21.5 w.s.f.u.
WATER CALCULATION WORKSHEET FOR 2 2 IJ A L-I- e,.l../
NAME OF PROJECT
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CALCULATE WATER SERVICE PRESSURE LOSS
6.
Low pressure at main in street or external pressure tank. (value of # 5 above)
Determine pressure loss due to friction in I ~L/ I, inch diameter
water service. Subtract value of "7"
(Water service piping material is P L IJ ~ I ( [
L/S-, c,-
<)0
7.
LJ) c;
subtotal
8.
Determine pressure loss due to elevation,
(multiply the value of # 2 above by .434)
Subtract value of "8" - c.-. .-
9.
1../), S
Available pressure after the bldg. control valve. (enter in "B" below)
subtotal
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B.
Value of "B" L /~; 5
/"';.,
J
/
Available pressure after the bldg. control valve. (from "9" above)
C.
Subtract value of "c" ~,5"
Pressure loss of water meter (when meter is required)
subtotal
L J l...
D.
Subtract value of "D" >:r
subtotal ') (f
Pressure at controlling fixture.
(Controlling fixture is U-, C
E.
Difference in elevation between the building control valve
and the controlling fixture in feet 2s- X .434 psi/ft.
Subtract value of "E" ,>, LJ'7
subtotal
::'0155
F.
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
(Pressure loss due to
Subtract value of "F" - c;. -
subtotal '3 CJ 5" S
G.
Developed length from building control valve to controlling
fixture in feet &-0 X 1.5
Divide by value of "G" 1 L c;
(Water distribution piping material is
I" ./
t1 C. ~1"#tlFl\ )
subtotal
. 25"l.JLJ
Multiply by
.~
)
A.
"A" =
100
'25"LJi)
Pressure available for uniform loss
SBD -6479 (R1l/98)
Fixture Listing
."
Date: August 20, 2003
/...........
Name: P & S PLUMBING
Project: NSFR
Street:
Street: 227 CLOVER ST
City:
City:
Non Public Use Fixtures
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00
Hot
Cold
Total
Public Use Fixtures
Q Ice Maker
Hot Cold Total
.00 I .50 I .50
Total Water Supply Fixture Units
8.00
18.00
21.50
".---...
14.9 Gallon per minute demand of the building. Predominady Flush Tank
23.5 Pressure available for uniform loss. For the table use - 24.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6 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 7.5 0 18 34 62 112 270 484 776 1835
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WATER DISTRIBUTION DATASHEET
.,
Date: August 20, 2003
~
Name: P & S PLUMBING
Project: NSFR
Street:
Street: 227 CLOVER ST
City:
City:
1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank.
2. 50.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a.~ Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop.
Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 6.1 ft per sec.
4b. 5.7 Lb loss from a 120.0 ft 1 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 5.4 ft per sec.
5. 3.3 Lb loss from a 3/4in Meter
6. 39.7 Lbs of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B-(C+D+E) x 100
F
~
A. ~ Pressure available for uniform loss (psi/lOO feet of pipe).
B. 39.7 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. TIS FAUCET
D. ~ Lb loss resulting from a 8.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 120.0 Ft Developed length from the 80.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6 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 7.5 0 18 34 62 112 270 484 776 1835
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