HomeMy WebLinkAbout0098722-PlumbingOSHKOSH
ON THE WATER
.lob Address 2721 HAMILTON ST
Contractor HANSON QUALITY PLUMBING
Bathtub 1 Shower
Whirlpool 0 Floor Drain
Lavatory 3 Lndry Tray
Toilet 3 Lndry Stndp
Res. Sink I Disposal
Bar Sink 0 Dishwasher
Water Heater 1 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
INSFR
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
No 98722
Owner
CREATIVE CUSTOM HOMES & DEVELOP INC Create Date
Category 410 - Residential-Interior
2 Ejector/Grind 0 Dip Well 0 F Prep Sink 0
1 WaterSoftner 0 Drink Ftn 0 ServSink 0
0 Local Waste 0 Wait. St. 0 ShampSink 0
1 CIothesWshr 0 Ice Chest 0 FIr/Wst Sink 0
1 Bidet 0 Exam Sink 0 Catch Basin 0
1 Beer Tap 0 SculrySink 0 Wash Ftn 0
1 Dent. Oper. 0 Hand Sink 0 Urinal 0
0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Plan
11/20/2002
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
0
0
0
0
0
Use/Nature
of Work
Valuation /-$5,500.00
Issued By [/~
Sanitary Sewer
Storm Sewer
Water Service
Size Material Type #
Conn. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Plan Approval $0.00 Permit Fees $96.00
Date
11/20/2002
[] Permit Voided
In the performance,,b/.i,,~'~; work,.~gree to perform all work pursuant to rules governing the described construction.
Signature .... ~ ~//~,;/~ Date
~.~:. ~.~/'.,, ~ ~ - ~ ~ v - Agen~Owner
Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number
730-0205
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, Wl 54903-1130
Phone: (920) 236-5050
Fax:. (920) 236-5084
O/HKO/H
ON THE WATER
Plumbing Permit ApplicatiOn
I hereby apply for a perrmt to do and install the following plumbing on the premises hereinafter described, the work to conform to the
Wisconsin State Plumbing Code. in the performance of which all parties hereto agree to and are bound by said statutes.
· Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box I 128,
Oshkosh WI 54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the
normal permit fee, which ever is greater.
OR
If you are a contractor participating in the PerrniJ Fee Account System and have adequate funds, check here
if you want this processed through your account ['~
Job Address ~,"TZ,[ -/2dz,~/~fZr'/'x.. Value (Including labor and materials) ~,..~ 6,.,,~) Date
Owner C C ~ Contractor ~rJ>,~50c~.6',:_~ ~:7¢-,
/~Single Family [-']Duplex [--]Multi-Family [--]Rental [-']Commercial ['-]Industrial
Number of FixtureS:
Bathtub ~ Lndry Standp I Dent. Oper. Shamp Sink
Whirlpool Disposal I Dip Well Flr/Wst Sink
Lavatory % Dishwasher ] Drink Fee Catch Basin
Toilet ¢ Sump Pump ~ Wait. St. Wash Ftn
Res. Sink [ Ejector/Grind Ice Chest Urinal
Bar Sink Water Sofeeer Exam Sink Gar Drain
W.~H~ eater [ Local Waste Sculry Sink Soda Disp
'_- Elect .2 PwrVnt Clothes Wshr Hand Sink Coffee Maker
Shower ~ Bidet F Prep Sink Ice Maker
Floor Drain ] Beer Tap Serv Sink Site Drain
Lndry Tray Classrm Sink Int Grease Trap Roof Drain
Lab Sink Surgeons Sink Ext Grease Trap Standp Rec
Plaster Sink Breakrm Sink
Sterilizer
Electric Contractor
Use / Nature of Work
['-]Electric Installation Verificatidn form attached
(If Replacement)
Sanitary Sewer
Storm Sewer
Water Service
Size
Material Type # Conn. Type
3/02
...,/:. ,'{
Plumbing..ferm:-l! Work Card
Permit Number 98722
Job Addres~' 2721 HAMILTON ST
Owner CREATIVE CUSTOM HOMES & DEVELOP
Create Date 11/20/2002
Contractor
Plan
HANSON QUALITY PLUMBING
Value
$5,500.00
o
o
a
a
a
~tegory 41a - Residential-Interior
,htub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Use/Nature
of Work
1 Shower 2 Ejector/Grind a Dip Well a F Prep Sink a
a Floor Drain 1 Water Softner a Drink Ftn a Serv Sink a
- - - -
3 Lndry Tray a Local Waste a Wait. St. a Shamp Sink a
3 Lndry Stndp 1 Clothes Wshr a Ice Chest a FlrlWst Sink a
- - - - -
1 Disposal 1 Bidet a Exam Sink 0 Catch Basin a
- -
a Dishwasher 1 Beer Tap a Sculry Sink a Wash Ftn a
- - - - -
1 Sump Pump 1 Dent. Oper. a Hand Sink a Urinal a
a Classrm Sink a Lab Sink a Plaster Sink a Standp Rec a
- - - -
a Breakrm Sink a Sterilizer a Surgeons Sink a Ice Maker a
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
Gar Drain
INSFR
Sanitary Sewer
Storm Sewer
r-\
nater Service
Size
Type # Conn. Type
0 K1 12/ 81 ) 6 ~
a
a
a 10 ~ ef1 fI (y/
a
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a
a - 3/&LS-/O '3
a 1-
0
a
0
a
a
a
a
Material
'10
p~ buX
(J:!
Date
DatelTime requested:
Access:
Type
Inspector
(j) ffi-O~~
Notice Type:
Telephone Number:
l
Ready DatelTime:
o Reinspect Fee 0 Fee Waived
Requested By:
o Reinspect Fee Paid
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Fixture Listing
Date: January 24, 2003
~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2721 HAMILTON 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
I 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. Predominatly Flush Tank
19.7 Pressure available for uniform loss. For the table use - 20.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 I I 1/4 I 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 0 18 34 62 112 270 484 776 1835
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WATER DISTRIBUTION DATASHEET
Date: January 24, 2003
~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2721 HAMILTON ST
City:
City:
1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank.
2. 33.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a.O ft difference in elevation from Main in the Street to the Water Meter.
4a.-1:.!! Lb loss from a 15.0 ft I" 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 150, inside diameter of .995 and a velocity of 6.1 ft per sec.
4b.-14 Lb loss from a 50.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 6.1 ft per sec.
5. 3.3 Lb loss from a 3/4in Meter
6. 25.4 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 (psill 00 feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. TIS FAUCET
D. ~ Lb loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 60.0 Ft Developed length from the 40.0 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 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 0 18 34 62 112 270 484 776 1835
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