HomeMy WebLinkAbout0103519-Plumbing (interior)OSHKOSH
ON THE WATER
Job Address 2235 HICKORY CT
Contractor PLUFF PLUMBING
Bathtub 1 Shower
Whirlpool 1 Floor Drain
Lavatory 6 Lndry Tray
Toilet 4 Ladry Stndp
Res. Sink 1 Disposal
Bar Sink 0 Dishwasher
Water Heater 1 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner BRIAN D/KAREN M GOLESH
Category 410 - Residential-lntafior
Ejector/Grind 0 Dip Well 0 F Prep Sink
Water Softner I Drink Ftn 0 ServSink
Local Waste 0 Wait. St. 0 Shamp Sink
Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink
Bidet 0 Exam Sink 0 Catch Basin
Beer Tap 0 SculrySink 0 Wash Ftn
Dent. Oper. 0 Hand Sink 0 Urinal
Lab Sink 0 Plaster Sink 0 Standp Rec
Sterilizer 0 Surgeons Sink 0 Ice Maker
No 103519
Create Date 08/14/2003
Plan
I Gar Drain 1
0 Soda Disp 0
0 Coffee Maker 0
0 Int Grease Trap 0
0 Ext GreaseTrap 0
0 RPZ Valve 0
0 Eye Wash Statn 0
0
0
ofUse/Nature Work ISFR
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
Valuation $13,026.00 Plan Approval $0.00 Permit Fees $150.00 [] PermitVoidedI
Issued By
Date 08/14/2003
In the performance of this work, I agree to perform all work pumuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement resthctions 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 PO BOX 264
AgentJOwner
DALE WI 54931 - 0264 Telephone Number 779-4884
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.
City of Oskkosh
Inspection Services Division RECeiVeD
POBox 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Plumbing Permit
I hereby apply for a pemt to do ~d ~stall ~e folloMng plmbing on ~e premses hereimfter deschbed, ~e work to confom to
Wisconsin State Plumbing Code, ~ ~e perfomnce of which all p~ties hereto a~ee to and ~e bo~d by said statutes.
· Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to lnspechon Services, PO Box 1128,
Oshkosh WI 54903-1 t28. Commencing work without permit(s) wilt result in fees being doubled or $100.00 plus the
normal permit fee, which ever is greater.
OR
If you are a contractor participatin~ in the Permit Fee Account System and have adequate funds, check her~
if you want this processed through your account [-]
Job Address~g~q?~t-~eJ~ (~"~. Vallle (lncluding labor and materials) [~/Oo~,l~_ Date 8.//~/o~5
Owner ~ ~ Contractor ~[~)e, /~ ~
~Single Family ~]Duplex [--]Multi-Family [--1Rental [-]Commercial [-]Industrial
NUmber of Fixtures: ~q ~e
Ba~tub ~ ~d~ Smndp ~ D~t. ~er. Sha~ Sink
~ir]p~l ~ Disposal ~ Dip Well FIr~st Sink ·
~va~w ~ [ DishW~her / Drink Fm Catch Basin
Toilet ~ ? Sump Pu~ [ Wait. St. W~h Fm
Res. Sink ~ Ejecmff~nd Ice Chest Urinal
Bar Sink Water So~er ] Exam Sink Gar Drain
Wat~ Heater ] L~al Waste Scul~ Sink S~a Disp
E Gas E Elect ~ ~Vnt Clothes Wshr Hand Sink Coffee Maker
Shower ~ Bidet F Pr~ Sink [ Ice M~
~oor ~ain
Be~ Tap S~ Sink Site
Lnd~ Tray ~ Cl~s~ Sink Int ~ease Trap Roof
~b Sink Surgeons Sink Ext ~e~e Trap Standp Rec
Plast~ Sink Brea~ Sink
St~lizer
Electric Contractor
OR
[-~Electric Installation Verification form attached
(If Replacement)
Use / Nature of Work
Size Material Type # Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
3/02
WATER DISTRIBUTION DATASHEET
Date: January 4, 2005
.~
Name: PLUFF PLBG
Project: NSF
Street:
Street: 2235 HICKORY CT
City:
City:
1. 20.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 55.0 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.~ Lb loss from a 72.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the Water Meter.
Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 8.3 ft per sec.
4b.~ No 2nd part water lateral.
5. 6.0 Lb loss from a 3/4in Meter
6. 38.5 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. ----1 Pressure available for uniform loss (psi/lOO feet of pipe).
'~
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. SHR-MASTER BATHRM
D. ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 75.0 Ft Developed length from the 50.0 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 I. 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 1 2 3.5 7 11.5 18 37 0 0 0
Maximum FM WSFU 0 0 0 0 4 6 24 0 0 0
Maximum FT WSFU 1 2 3.5 9 15.5 26.5 76 0 0 0
'"
)
Fixture Listing
Date: January 4, 2005
I)
Name: PLUFF PLBG
Project: NSF
Street:
Street: 2235 HICKORY CT
City:
City:
Non Public Use Fixtures
Hot
Cold
Total
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
2 Kitchen Sink 2.00 2.00 3.00
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
3 Lavatory 1.50 1.50 3.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
.00 I .50 I .50
"
)
Q Ice Maker
Total Water Supply Fixture Units
12.00
24.00
30.00
20.0 Gallon per minute demand of the building. Predominatly Flush Tank
2.4 Pressure available for uniform loss. For the table use - 3.0
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 1. 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 1 2 3.5 7 11.5 18 37 0 0 0
Maximum FM WSFU 0 0 0 0 4 6 24 0 0 0
Maximum FT WSFU 1 2 3.5 9 15.5 26.5 76 0 0 0
1"'"'\
j
/
WATER DISTRIBUTION DATASHEET
Date: January 4, 2005
o
J
"
Name: PLUFF PLBG
Project: NSF
Street:
Street: 2235 HICKORY CT
City:
City:
1. 20.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 55.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a ~ ft difference in elevation from Main in the Street to the Water Meter.
4a.~ Lb loss from a 72.0 ft I" Copper Tube Type K ASTM B88 water service from the Main in the Street to the Water Meter.
Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 8.3 ft per sec.
4b.-----=.!! No 2nd part water lateral.
5. 6.0 Lb loss from a 3/4in Meter
6. 38.5 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).
./'\
j
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. SHR-MASTER BA THRM
D. ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 75.0 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 B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 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 2 0 5.5 11.5 19.5 30 62 110 174 303
Maximum FM WSFU 0 0 0 4 6.5 13.5 80 300 731 1835
Maximum FT WSFU 2 0 6.5 15.5 29 55 185 425 776 1835
I"'\.
)
Fixture Listing
Date: January 4, 2005
o
/
Name: PLUFF PLBG
Project: NSF
Street:
I
Street: 2235 HICKORY CT
!
City:
City:
Non Public Use Fixtures
Hot
Cold
Total
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
2 Kitchen Sink 2.00 2.00 3.00
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
3 Lavatory 1.50 1.50 3.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
1 Shower Stali, lavatory and water closet FT - group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
.00 I .50 I .50
i~.
Q Ice Maker
Total Water Supply Fixture Units
12.00
24.00
30.00
20.0 Gallon per minute demand of the building. PredominatIy Flush Tank
2.4 Pressure available for uniform loss. For the table use - 3.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 112 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 2 0 5.5 11.5 19.5 30 62 110 174 303
Maximum FM WSFU 0 0 0 4 6.5 13.5 80 300 731 1835
Maximum FT WSFU 2 0 6.5 15.5 29 55 185 425 776 1835
/"'\
!
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Fixture Listing
RECEIVED
Date: January 18, 2005
FEB 0 2 2005
Street: 2235 Hickory Ct.
Street:
DEPARTMENT OF
COMMUNITY DEVELOPMENT
Name:
Project:
City: Oshkosh
City:
Non Public Use Fixtures
1 Automatic. Clothes Wash~r 1.00 1.00 1.50
1 Bar Sink .50 .50 1.00
1 Dishwashing Machine 1.00 .00 1.00
3 Hose Bib, 112" diameter .00 9.00 9.00
1 Kitchen Sink 1.00 1.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
3 Shower Stall, lavatory and water closet FT - group 4.50 9.00 10.50
Hot
Cold
Total
Total Water Supply Fixture Units
11.00
25.00
30.00
20.0 GaHon per minute demand ofthe building. Predominatly Flush Tank
15.4 Pressure available for uniform loss. For the table use - 16.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 112 5/8 3/4 1 1 114 1 117 2 2112 3 4
Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 5 0 17.5 34 60 110 270 480 776 1833
.,:
..
WATER DISTRIBUTION DAT A~HEET
Date: January 18,2005
Project:
Name:
Street: 2235 Hickory Ct.
Street:
City: Oshkosh
City:
1. 20.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 50.0 Low pressure at the Main in Street.
3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 1.5 Lb loss from a 10.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop.
- Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 8.3 ft per sec.
4b. 1.5 Lb loss from a 10.0 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 130 , inside diameter of .995 and a velocity of 8.3 ft per sec.
5. 6.0 Lb loss from a 3/4in Meter
6. 40.2 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/I 00 feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
c. ~ Pressure needed at the controlling fixture. 2nd floor shower
D. -- --8.7 Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 75.0 Ft Developed length from the 50.0 ft actual length of piping from the Water Met~r 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 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU . 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 5 0 17.5 34 60 110 270 480 776 1833