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OSHKOSH
ON THE WATER
Job Address 2755 ATLAS AVE
CITY OF OSHKOSH
No
121320
PLUMBING PERMIT - APPLICATION AND RECORD
Contractor D.R. HANSEN PLBG.
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Misc.
Fixtures
Use/Nature
of Work
Shower
Floor Drain
3 Lndry Tray
3 Disposal
Dishwasher
Sump Pump
Classrm Sink
Breakrm Sink
Ejector/Grind
2 Hose Bibb
Water Softner
Local Waste
Clothes Wshr
Bidet
Beer Tap
Lab Sink
Sterilizer
Dip Well
Drink Ftn
Owner VIKING ELECTRIC
Create Date 08/30/2006
Category 440 - Industrial-Interior
Plan V1-216-0806-P
Wait. St.
Ice Chest
Exam Sink
Sculry Sink
Hand Sink
Plaster Sink
Surgeons Sink
F Prep Sink
Serv Sink
Shamp Sink
FlrlWst Sink
Catch Basin
Wash Ftn
Urinal
Standp Rec
Ice Maker
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
RPZValve
2 Eye Wash Statn
Wtr Sewer Mtrs
Deduct Meters
Wtr Usage Mtrs
New Industrial building interior plumbing per plan**Debit Account
i
Size Material Type # Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
Parcel Id #
Valuation
Issued By
$10,000.00
Plan Approval
$0.00
Permit Fees
$112.00 D Permit Voided I
Date 08/30/2006
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.
_~re ~
Agent/Owner
Address 55 KNAPP ST OSHKOSH WI 54902 - 0000 Telephone Number 233-1595
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.
-4
WATER DISTRIBUTION DATASHEET
Date: August 30, 2006
Name: D R Hansen Plumbing
Project: Viking Electric
Street:
Street: 2755 Atlas'Ave
City:
City: Oshkosh
1. 19.3 Gallon per minute buiding demand, predominatly Flush Tank.
2. 60.0 Low pressure at the Main in Street.
3. 2.6 Lb loss from a 6.0 ft difference in elevation from Main in Street to the Water Meter.
4a. .0 Lb loss from a 160.0 ft 8" C900 PVC CLASS 100 water service from the Maill in Street to the Water Meter.
Pressure loss detemined using a C value of 150, inside diameter of 8.280 and a velocity of .1 ft per sec.
4b.----.& No 2nd part water lateral.
5. 5.6 Lb loss from a 3/4in Meter
6. 51.8 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/IOO feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. Flush Valve urinal
D. ---.-hZ Lb loss resulting from a 4.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a serving the controlling fixture.
F. 150.0 Ft Developed length from the 100.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual!. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
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 4.5 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0
Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0
"
Fixture Listing
Date: August 30, 2006
Name: D R Hansen Plumbing
Project: Viking Electric
Street:
Street: 2755 Atlas Ave
City:
City: Oshkosh
Public Use Fixtures
1 Dishwasher, comercial 2.00 .00 2.00
1 Drinking Fountain .00 .25 .25
2 Hose Bibb 1/2" diameter .00 6.00 6.00
3 Lavatory 1.50 1.50 3.00
1 Sink, break room 1.00 1.00 1.50
1 Sink, service 2.00 2.00 3.00
2 Urinal, wash down .00 4.00 4.00
3 Water Closet, gravity type flush tank .00 9.00 9.00
Hot
Cold
Total
Total Water Supply Fixture Units
6.50
23.75
28.75
19.3 Gallon per minute demand ofthe building. Predominatly Flush Tank
23.4 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 I. 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