HomeMy WebLinkAbout0109211-Plumbing (interior)OSHKOSH
ON THE WATER
.lob Address 2641 SHOREWOOD DR
Contractor PLUFF PLUMBING
Bathtub 1 Shower
Whirlpool 1 Floor Drain
Lavatory 3 Lndry Tray
Toilet 3 Lndry 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 DON MACCO
Category 410 - Residential-Interior
No 109211
Create Date 05/26/2004
Plan
2 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
1 WaterSoftner 0 Drink Ftn 0 ServSink 0 Soda Disp 0
1 Local Waste 0 Wait. St. 0 ShampSink 0 Coffee Maker 0
1 CIothesWshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
1 Beer Tap 0 SculrySink 0 Wash Ftn 0 RPZValve 0
1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0
0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use/Nature NSFR/1 story home
of Work
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
0
Valuation $8,800.00 Plan Approval $0.00 Permit Fees $126.00 ~ Permit Voided
Issued By
Parcel Id #
1524240000
Date 07/08/2004
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 BOX264 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.
WATER DISTRIBUTION DATASHEET
6V/3,4
Date: July 6, 2004
Name: Alex Macco Project:
Street: Oshkosh Street:
City: City:
1. 19.1 Gallon per minute buiding demand, predominatly Flush Tank.
3 4, 2. .f.0' Low pressure at the Main in Street.
3. 3.5 Lb loss from a 8.0 ft difference in elevation from Main in Street to the Building Control Valve.
4a. 1.3 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 7.9 ft per sec.
4b. 6.0 Lb loss from a 45.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Building Control Valve.
Pressure loss detemined using a C value of 130 , inside diameter of .995 and a velocity of 7.9 ft per sec.
5. .0 No water meter.
6. 44.2 Lbs of pressure available at the Building Control Valve. 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. 24 Pressure available for uniform loss (psi /100 feet of pipe).
B. 44.2 Lbs of pressure available at the Building Control Valve.
C. 20.0 Pressure needed at the controlling fixture. shower
D. 6.5 Lb loss resulting from a 15.0 ft difference in elevation from the Building Control Valve to the controlling fixture.
E. .0 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 Building Control Valve 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 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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 6 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 7 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: January 4, 2005
Name: PLUFF PLBG Project: NSF
Street: Street: 2641 SHOREWOOD DR
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
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 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
2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 10.50 20.50 25.00
17.0 Gallon per minute demand of the building. Predominatly Flush Tank
.0 Pressure available for uniform loss. For the table use - .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 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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 0 0 0 0 0 0 0 0 0 0
Maximum FM WSFU 0 0 0 0 0 0 0 0 0 0
Maximum FT WSFU 0 0 0 0 0 0 0 0 0 0
WATER DISTRIBUTION DATASHEET
Date: January 4, 2005
Name: PLUFF PLBG Project: NSF
Street: Street: 2641 SHOREWOOD DR
City: City:
1. 17.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 36.0 Low pressure at the Main in Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in Street to the Water Meter.
4a. 1.6 Lb loss from a-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 7.0 ft per sec.
4b. 3.7 Lb loss from a4$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 7.0 ft per sec.
5. 4.3 Lb loss from a 3 /4in Meter .
6. 26.3 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
A. Pressure available for uniform loss (psi/100 feet of pipe).
B. 26.3 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHR- MASTER BATHRM
D. 6.5 Lb loss resulting from a 15.0 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. 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 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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 0 0 0 0 0 0 0 0 0 0
Maximum FM WSFU 0 0 0 0 0 0 0 0 0 0
Maximum FT WSFU 0 0 0 0 0 0 0 0 0 0