HomeMy WebLinkAbout0094951-Plumbing (interior)OSHKOSH
ON THE WATER
Job Address 1320 JUDY LEE CT
Contractor O'NEILL ENTERPRISE INC
Bathtub 2 Shower
Whirlpool 0 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
Use/Nature
of Work
Size Material Type # Conn. Type
Sanitary Sewer 0
0
0
0
0
Storm Sewer p
0
0
0
0
Water Service 0
0
0
0
0
Owner
Category 410 -Residential-Interior
1 Ejector/Grind 0 Dip Well 0 F Prep Sink
1 Water Softner 0 Drink Ftn 0 Serv Sink
1 Local Waste 0 Wait. St. 0 Shamp Sink
1 Clothes Wshr 0 Ice Chest 0 FIrIWst Sink
1 Bidet 0 Exam Sink 0 Catch Basin
1 Beer Tap 0 Sculry Sink 0 Wash Ftn
1 Dent. Oper. 0 Hand Sink 0 Urinal
0 Lab Sink 0 Plaster Sink 0 Standp Rec
0 Sterilizer 0 Surgeons Sink 0 Ice Maker
Valuation $7,000.00 Plan Approval $0.00 Permit Fees $102.00
Issued By
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
0 Gar Drain 0
0 Soda Disp 0
0 Coffee Maker 0
0 Int Grease Trap 0
0 Ext Grease Trap 0
0
0
0
0
NSFR
Permit Voided
Date 06/07/2002
In the performance of this work, I agree to pertorm all work pursuant to rules governing the described construction.
Signature Date
Agent/Owner
No 94951
Create Date 04/15/2002
Plan
Address 5575 CTY RD N PICKETT WI 54964 - 0000 Telephone Number 428-4700 589-2007
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Plumbing Permit Work Car
p L[ q
S
Job Address 1320 JUDY LEE CT Permi t Number 0 / ( /
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Owner Contractor O'NEILL ENTERPRISE INC
. ",tegory Plan
.htub Shower 1 ~ Ejector/Grind 0 Dip Well 0 F Prep Sink
Whirlpool 0 Floor Drain ~ _~9' Water Softner 0 Drink Ftn 0 Serv Sink
Lavatory ~ .0~Lndry Tray ~-t)' Local Waste 0 Wait. St. 0 Shamp Sink
Toilet 3 ~Lndry Stndp jClothes Wshr 0 Ice Chest 0 Flr/Wst Sink
Res. Sink I ,6~Disposal _~,r8' Bidet 0 Exam Sink 0 Catch Basin
Bar Sink 0 Dishwasher 1 ~ Beer Tap 0 Sculry Sink 0 Wash Ftn
Water Heater _L.e~Sump Pump ^.e' Dent. Oper. 0 Hand Sink 0 Urinal
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker
Use/Nature _- -- - - - - - -
of Work
Size Material Type #
Sanitary Sewer 0
0
0
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
0
0
0
0
Date Type Rough In ~ Inspector
(Request Line .ji ~r`ground & above RI - NO PERMIT
3~~
Date/Time requested: 6/4/02 03:32 PM Notice Type: Telephone Number:
Access:
Ready Date/Time: 6/4/02 03:32 PM Requested By:
^ Reinspect Fee ^ Fee Waived ^ Reinspect Fee Paid
-------------------- ------------------------------------------------------------------------------------
r ,.%
f
l °
Value $0.00
0 Gar Drain 0
0 Soda Disp 0
0 Coffee Maker 0
0 Int Grease Trap 0
p Ext Grease Trap 0
0
0
0
0
/ ~ -Z-
~ ~ ~ ~~~~ c~' ~ j~ ~-
Create Date 04/15/2002
Conn.Type
-~-
WATER DISTRIBUTION DATASHEET
Date: July 22, 2002
Name: O'NEILL ENT Project: NSFR
Street:
City:
Street: 1320 JUDY LEE CT
City:
1. 16.1 Gallon per minute buiding demand, predominatly Flush Tank.
2. 43.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.1 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 150 ,inside diameter of .995 and a velocity of 6.6 ft per sec.
4b. 3.4 Lb loss from a 45.0 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 6.6 ft per sec.
5. 3.9 Lb loss from a 3/4in Meter
6. 34.6 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. 19 Pressure available for uniform loss (psi/100 feet of pipe).
B. 34.6 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHWR-MASTER BATH
D. 3.5 Lb loss resulting from a 8.0 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 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 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
2 ` ~~ 8.0 K5 1.is'
I ~~ ~ 3.S DW l
WATER CALCULATION WORKSHEET FOR _r'3?A Sc,~aly 1'ee rpu.-~- Z~ ~` f1r~ ~(~ q'~'~ (•S'
k.T t .S'
wwe of ~to.r~cr
1NFORMATiON REQUIRED TO CALCULATE WATER SERVICE $1ZE
'I. Demand of building in building in gallons per minute. WSFU's ~~ = {GPM} 15.8
2. Difference in elevation from main or external pressure tank to building control valve. (feet) Z
3• Size of water meter (when meter is required) 5/8'_, 3/4' ~ 1" ~, j_1~" _, 2"= [anger size
4. Developed length from main or extemai pressure tank to~ building control valve, {feet) yS
5. Low pressure at main in street or extemat pressure tank
{psi) 43
CALCULATE WATER SERVICE PRESSURE LOSS
fi. Low pressure at main in street or external pressure tank. (value of # ~ above) 4 3
7• Determine pressure foss due to friction in =inch diameter
water service. Subtract value of "7" 3.C.
(Water service piping material is -Copper TYPe L j
ex.gS o subtotal ~.y
8. Determine pressure loss due to elevation, ~ -
(mul6iply the value of # 2 above by .434) Subtract value of "i3" . ~
_~
9. • Available pressure after the bldg. control valve. (enter in "13" below) subtotal ~„ s332
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B. Available pressure after the bldg. control valve. (from "9" above} Value of "8" a$"532
C. Pressure loss of water meter (when meter is required) Subtract value of "C" 3
subtatat a 3.532
D. Pressure at controlling fixture.
{Controlling fixture is P$/ ~ ~
E. Difference in elevation between the building control valve
and the controlling fixture in feet 8 X .434 psi/ft.
F. Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
(Pressure loss due to a
G. Developed length from building control valve io controlling
fixture in feet yb X t .5
{Water distribution piping material is C~D~e.~-~~!
A. Pressure available for uniform loss
Subtract value of "C" ZO
subtotal I x.532
Subtract value of "E" 3,a'it
subtotal iL .«o
Subtract value of "F" ~
subtotal IZ. ~
Divide by value of "G" fro
subtotal O.Ze~
Multiply by 100
«A~t ~
Fixture Listing
Date: July 22, 2002
Name: O'NEILL
Street:
Street: 1320 JUDY LEE CT
City: City:
Non Public Use Fixtures
U~* r•~,~ T~*~,
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 I.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
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 9.50 19.50 23.50
16.1 Gallon per minute demand of the building. Predominatly Flush Tank
18.6 Pressure available for uniform loss. For the table use - 19.0
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 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
Project: NSFR
Fixture Listing
Date: July 22, 2002
Name: O'NEILL ENT
Street:
Street: 1320 JUDY LEE CT
City: City:
Non Public Use Fixtures
Fint Cnlrl 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 ] .50 3.00 3.50
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units
Project: NSFR
9.50 19.50 23.50
16.1 Gallon per minute demand of the building. Predominatly Flush Tank
18.6 Pressure available for uniform loss. For the table use - 19.0
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 I50 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 IS 58 0 0 0
Maximum FT WSFU 4 8 11.5 21.5 35 58 142 0 0 0
WATER DISTRIBUTION DATASHEET
Date: July 22, 2002
Name: O'NEILL ENT
Street:
City:
Project: NSFR
Street: 1320 JUDY LEE CT
City:
1. 16.1 Gallon per minute buiding demand, predominatly Flush Tank.
2. 43.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.1 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 150 ,inside diameter of .995 and a velocity of 6.6 ft per sec.
4b. 3.4 Lb loss from a 45.0 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 6.6 ft per sec.
5. 3.9 Lb loss from a 3/4in Meter
6. 34.6 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. 19 Pressure available for uniform loss (psi/100 feet of pipe).
B. 34.6 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHWR-MASTER BATH
D. 3.5 Lb loss resulting from a 8.0 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 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 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0
Maximum FT WSFU 4 8 11.5 21.5 35 58 142 0 0 0