HomeMy WebLinkAbout0075853-Plumbing (interior) CITY OF OSHKOSH No 0075853
OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD
ON THE WATER
Job Address 2793-2795 KILLARNEY CT Owner JAMES HALL Create Date 03/13/2000
Contractor O'NEILL ENTERPRISE INC Category 410 -Residential-Interior Plan
Bathtub 2 Shower 2 Ejector/Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drain 2 Water Softner Drink Ftn Serv Sink Soda Disp
Lavatory 4 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet 4 Lndry Stndp 2 Clothes Wshr Ice Chest Fir/Wst Sink Int Grease Trap
Res. Sink 2 Disposal 2 Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher 2 Beer Tap Sculry Sink Wash Ftn
Water Heater 2 Sump Pump 2 Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use/Nature
of Work
Size Material Type # Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
VEW DUPLEX
Valuation $11,000.00 Plan Approval $0.00 Permit Fees $104.00
Issued By ~~.~ Date 03/13/2000
Permit Voided
In the performance of th~is/work, I agree to perform all work pursuant to rules governing the described construction.
Signature /~c/~ ~~' Date 1 3 C~c~
Address 5575 CTY RD N
Agent/Owner
PICKETT WI 54964 - 0000
Telephone Number 428-4700 589-2007
Plumbing Permit Work Card
Jib Address 2793-2795 KILLARNEY CT Permit Number 0075853
Owner JAMES HALL Contractor O'NEILL ENTERPRISE INC
Category 410 -Residential-Interior Plan
i~tub ~ ~ 2 Shower /~ 2 Ejector/Grind Dip Well F Prep Sink
Whirlpool Floor Drain I / 2 Water Softner Drink Ftn Serv Sink
Lavatory ~ Lndry Tray ~ ~ Local Waste Wait. St. Shamp Sink
Toilet •u 4 Lndry Stndp ~ Clothes Wshr Ice Chest Fir/Wst Sink
Res. Sink / (2 Disposal / / 2 Bidet Exam Sink Catch Basin
Bar Sink Dishwasher / 1 2 Beer Tap Sculry Sink Wash Ftn
Water Heater / / 2 Sump Pump // 2 Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use/Nature
of Work
Value $11,000.00
_ Gar Drain
Soda Disp
_ Coffee Maker
Int Grease Trap
Ext Grease Trap
.~
NEW DUPLEX ~ y
Size Material Type # Conn.Type
Sanitary Sewer
Stone Sewer
.alter Service
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C~ s ~~ ~~
Date 00/00/0000 Type
Inspector
" ~ Approved
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Create Date 03/13/2000
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07/25/2000 18:43 9205893016 I ONEILL
PAGE 02
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WATER CALCULATION WORKSHEET FOR _ J' "K alb ~ " ''~
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
t. Demand of bulldinp to bulldinp in papons par minute. WSFU's 3 ~ (GPM) ~•a--
2. Differonca in elevation from main or external pressure tank to/buHdinp control valve. (feet)_ G ,,,
3. Slzs of water meter (when meter is required) 5/8' ~, 3/4' Y , 1' _, 1-1R" ~,. 2" ,_,,, tarpsr size
~~: Dewbped length from main or external pressure tank to building control valve. (feet) 3~
S. Low pressure et main in street a extsmei pressure tank. (pal) ~
CALCULATE WATER SERVICE PRESSURE LOSS
6. Low pressure at main in street or extemal pressure tank. (value of * 5 above? S
7. Determine pressure foss due to friction In ~ inch dismeter (
'-'^' Subtract value of'7' •~$
ureter service.
~~~ (Yltater service piping material is r~Fe K C°P s'r subtotal 53 95
fI. petermine pressure bss due b elevation, Subtract value of "8'
(muMpty the valut of S Z above by .434)
subtotal ~' 3NV
p. Available pressure after the bldg. control valve. (enter in 't3" bebw)
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUI OF "A")'
8. Available pressure after the bldg. control valve. (irom'9' about)
C. Pressure lo~~s11s of water meter (when F»eter is required)
Ir.~ss TRr+o~+!q~ /he~tr 'itii balS~ e.'~ ~ 1ro~lt•t/i
l4+C~1 rKa4~evV .Se ~ 1/ i ~~ (~ . fj . f~'-
p. Pressure at aontroltinp fixxture. ~$.
~.
(ConOOlUng fixture is '~
E. pitterence in ebvation between the building control valve
end the controllim9 fixture to feet )~-~ X .434 psdR
f. Pressure loss due to water Vestment device=, instantaneous
tArattir heaters and bacddlow proventers whidl serve the
contrd6ng fixture. O
(t~urq bss dui' to
G. peveloped kngtft from building control valve to contraging
fbtfare in feet ~ X 1.5
(Water distribution piping material K T e ti"t
A P~+essure available for uniform bss
I
Value of -B" St . ~(e
Subtract value ot'C' 2
subtotal ~ . 3yr°
Subtract value of "O' ZO
subtotal ~~• ~~`
Subtnct value Of'E' _S• zOS
subtoW 24 • r3t3
Subtract value of'F" ~_
tsubtotal ty •'t 3~
~~
Dlvide by value of "G" ~~
subtotal 7y8Z
Multiply by ~-
WATER DISTRIBUTION DATASHEET
Date: July 27, 2000
Name: O'NEILL ENTERPRISE Project: NSFR
Street: Street: 2793-95 KILLARNEY CT
City:
City:
1. 24.8 Gallon per minute buiding demand, predominatly Flush Tank.
2. 53.0 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. 3.3 Lb loss from a 15.0 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 10.2 ft per sec.
4b. 1.1 Lb loss from a 35.0 ft 1 I/2" 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 1.481 and a velocity of 4.6 ft per sec.
5. 9.2 Lb loss from a 3/4ia Meter
6. 36.8 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. 13 Pressure available for uniform loss (psi/100 feet of pipe).
B. 36.8 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET-MASTER BATHRM
D. 5.2 Lb loss resulting from a 12.0 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. 90.0 Ft Developed length from the 60.0 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 I/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 4.5 0 11' 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 ' 7 16 38 144 369 731 1833
Maximum FT WSFU 5 0 I S 34 60 110 270 480 776 1833
WATER DISTRIBUTION DATASHEET
Date: July 27, 2000
Name: O'NEILL ENTERPRISE
Street:
Project: NSFR
Street: 2793-95 KILLARNEY CT
City: City:
1. 14.6 Gallon per minute buiding demand, predominatly Flush Tank.
2. 53.0 Low pressure at the Main in the Street.
3. 2.6 Lb loss from a 6.0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.2 Lb loss from a 15.0 ft 1" 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 130 ,inside diameter of .995 and a velocity of 6.0 ft per sec.
4b. .4 Lb loss from a 35.0 ft 1 1/2" 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 1.481 and a velocity of 2.7 ft per sec.
5. 3.2 Lb loss from a 3/4in Meter
6. 45.6 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. 23 Pressure available for uniform loss (psi/100 feet of pipe).
B. 45.6 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET-MASTER BATHRM
D. SZ Lb loss resulting from a 12.0 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. 90.0 Ft Developed length from the 60.0 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 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: July 27, 2000
Name: ONEILL ENTERPRISE Project: NSFR
Street: Street: 2793-95 KILLARNEY CT
City: City:
Non Public Use Fixtures
Nnt (`nlrl Tntal
2 Automatic Clothes Washer 2.00 2.00 3.00
2 Bathtub, with or without shower head 3.00 3.00 4.00
2 Dishwashing Machine 2.00 .00 2.00
4 Hose Bib, 1/2" diameter .00 12.00 12.00
2 Kitchen Sink 2.00 2.00 3.00
2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00
4 Lavatory ' 2.00 2.00 4.00
2 Shower, per head 2.00 2.00 3.00
4 Water Closet, gravity type flush tank .00 8.00 8.00
Total Water Supply Fixture Units 15.00 33.00 42.00
24.8 Gallon per minute demand of the building. Predominatly Flush Tank
12.9 Pressure available for uniform loss. For the table use - 13.0
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 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 11 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 16 38 144 369 731 1833
Maximum FT WSFU 5 0 15 34 60 110 270 480 776 1833
Date: July 27, 2000
Fixture Listing
Name: O'NEILL ENTERPRISE
Street:
Project: NSFR
Street: 2793-95 KILLARNEY CT
City: City:
Non Public Use Fixtures
Nnt (`nlrl Tntal
2 Automatic Clothes Washer 2.00 2.00 3.00
2 Bathtub, with or without shower head 3.00 3.00 4.00
2 Dishwashing Machine 2.00 .00 2.00
4 Hose Bib, 1/2" diameter .00 12.00 12.00
2 Kitchen Sink ' 2.00 2.00 3.00
2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00
4 Lavatory 2.00 2.00 4.00
Z Shower, per head 2.00 2.00 3.00
4 Water Closet, gravity type flush tank .00 8.00 8.00
Total Water Supply Fixture Units 15.00 33.00 42.00
24.8 Gallon per minute demand of the building. Predominatly Flush Tank
12.9 Pressure available for uniform loss. For the table use - 13.0
Maxmmun 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 2 I/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 150 150 150 150 150 150 150 I50 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 3 5.5 8 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 IS 56 0 0 0
Maximum FT WSFU 3 6.5 10 21.5 35 57 140 0 0 0
WATER DISTRIBUTION DATASHEET
Date: July 31, 2000
Name: O'NEILL ENTERPRISE
Street:
Street: 2793-95 KILLARNEY CT
City: City:
1. 15.8 Gallon per minute buiding demand, predominatly Flush Tank.
2. 53.0 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. 1.4 Lb loss from a 15.0 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 6.5 ft per sec.
4b. .5 Lb loss from a 35.0 ft 1 1/2" 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 1.481 and a velocity of 2.9 ft per sec.
5. 3.7 Lb loss from a 3/4in Meter
6. 44.8 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. 22 Pressure available for uniform loss (psi/100 feet of pipe).
B. 44.8 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET-MASTER BATHRM
D. 5.2 Lb loss resulting from a 12.0 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. 90.0 Ft Developed length from the 60.0 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 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 150 150 150 150 150 150 150 I50 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 6.5 9 I S 22 31 53 0 0 0
Maximum FM WSFU 0 0 0' S 7 15 56 0 0 0
Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0
Project: NSFR
Fixture Listing
Date: July 31, 2000
Name: ONEILL ENTERPRISE Project: NSFR
Street: Street: 2793-95 KILLARNEY CT
City: City:
Non Public Use Fixtures
Ant ('nlA Tntal
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
1 Laundry Tray, 1 or 2 compartment ', 1.00 1.00 1.50
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
Total Water Supply Fixture Units ' 9.50 19.00 23.00
15.8 Gallon per minute demand of the building. Predominatly Flush Tank
21.7 Pressure available for uniform loss. For the table use - 22.0
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 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
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 4.5 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0
Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0