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OSHKOSH
ON THE WATER
Job Address 3123 HAYWARD AVE
Contractor SOPER PLUMBING
Valuation
Issued By
Shower
Floor Drain
Lndry Tray
Disposal
Dishwasher
Sump Pump
Classrm Sink
Breakrm Sink
Ejector/Grind
HOSE BIBB
CITY OF OSHKOSH
PLUMBING PERMIT. APPLICATION AND RECORD
No
118865
Owner C C & R WOOD PRODUCTS INC
2
1
0
1
1
1
~
0
0
WaterSoftner
Local Waste
Clothes Wshr
Category 410 - Residential-Interior
0
0
1
0
0
0
0
0
0
Wait.St.
Ice Chest
Exam Sink
Sculry Sink
Hand Sink
Plaster Sink
Surgeons Sink
F Prep Sink
Serv Sink
Create Date 03/14/2006
Plan
0 Shamp Sink 0
0 FlrlWst Sink 0
0 Catch Basin 0
0 Wash Ftn 0
0 Urinal 0
0 Standp Rec 1
0 Ice Maker 0
0 Gar Drain 0
0 Soda Disp 0
Coffee Maker 0
Int Grease Trap 0
Ext Grease Trap ~
RPZ Valve 0
Eye Wash Statn 0
Wtr Sewer Mtrs 0
Deduct Meters 0
Wtr Usage Mtrs 0
Bidet
Beer Tap
Lab Sink
Sterilizer
Dip Well
Drink FIn
$6,300.00
Plan Approval
$0.00
Permit Fees
NSFRI New single family 1 story with 2 car attached garage and a 14' x 14' concrete patio.Gas water heater.
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 1342880000
$133.00 D Permit Voided I
Date 04/07/2006
Bathtub 1
Whirlpool 0
Lavatory 3
Toilet 3
Res. Sink 1
Bar Sink 0
Water Heater 1
Site Drain 0
Roof Drain 0
Misc. 2
Fixtures
Use/Nature
ofWork
In the performance of this work, I agree to perform all work pursuant to rules govemlng 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
Address 2225 BURNWOOD DR
Telephone Number 426-2151
Agent/Owner
OSHKOSH
WI 54902 - 0000
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Penmit 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
3123 HAYWARD AVE
NAME/AODRESS OF PROJECT
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
2.
3.
Demand of building in gallons per minute. WSFU's
Difference in elevation from main to extermal pressure tank or to building control valve.
Size of the water meter. (when applicable) 5/8 3/4 X 1 1.5
2 3 4-6-
Developed length from main or external pressure tank to building control valve.
Low pressure at main in street or external pressure tank.
22
Inch
Inch
4.
5.
CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
Low pressure at main in street or external pressure tank. (value of #5 above)
Water service diameter is 1-1/4" Material is Pressure loss
per 100 ft = 8 psi X ~ (decimal equivalent of service length, i.e. 65 ft = 0.65)
(Subtract line 7. From line 6.)
Determine pressure gain or loss due to elevation. (multiply the value of #2 above by 0.434)
Available pressure after the bldg. Conrol valve. (subtract or add line 8. Enter in "B".)
8.
9.
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "An)
B. Available pressure after the building control valve. (from "9" above)
C.
Pressure loss of water meter. (when meter is required or installed)
(subtract line C. From B.)
D. Pressure at controlling fixture.
(controlling fixture is
E.
WATER CLOSET
(subtract the value of D.)
Difference in elevation between the building control valve
and the controlling fixture in feet -----1L X 0.434 psi/ft.
(subtract the value of E.)
F.
Pressure loss due to water treatment devices, instantaneous water heaters and backftow
preventers which serve the controlling fixture.
Pressure loss due to (subtract the value of F)
G. Developed length from building control valve to controlling fixture in feet X 60 1.5
(divide by the value of G.)
Water distribution piping material is:
= (GPM) 15.0
(feet) 2.0
(feet) 40
(psig) 52.0
(multiply by 100)
A.
Pressure available for uniform loss
Comments
52.0
3.2
subtotal 48.8
value of "8" 0.9
subtotal 47.9
value of "B" 47.9
value of "C" 3.4
subtotal 44.5
value of "D" 8.0
subtotal 36.5
value of "E" 6.5
subtotal 30.0
value of "F" 0.0
subtotal 30.0
value of "G" 90.0
subtotal 0.334
100
"A" = 33.4
SBD-10717 - E (R10/05)
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--_._"'~-
CORRECTION NOTICE I FIELD INSPECtION REPORT
I
.JOB LOCATION: J/V 117 uo.rJ d~/
City of Oshkosh I J ' /
Inspection Services Division CONTRACTOR: 5.e/u'r-- 'P /.kJ^i, '
215 Church Avenue, PO Box 1130 /.. /
Oshkosh, WI 54903-1130 PROJECT TO BE INSPECTED: /I/f 7: .e
Phone: (920) 236-5050 ~ - I
Fax (920) 236-5084 TYPE OF INSPECTION: r ; AA 1- IV / b'/\A' /;
Violations must be corrected and approved within 30 days unless otherwise noted. Call !for re-inspections prior to ncealment
and/or occupancy. Upon completing the corrections, the owner/contractor/agent must sib and date at the bottom oft
and return it to the Inspection Services Division by the Compliance Date of 2.~! / I - 1>
INSPECTION RE$l.JLtS
~I.-
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~
.a-r
o Mailed/Faxed
;J...J -6 -5""0.r cA..
Phone #
Print Name
Company
Signature:
Date