HomeMy WebLinkAbout0080695-Plumbing (laterals) a CITY OF OSHKOSH No 0080695
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 190 ROLLING GREEN CIR Owner THIRD MILLENNIM CORP Create Date 05/30/2000
Contractor P &S PLUMBING Category 410 - Residential- Interior Plan
Bathtub 2 Shower Ejector /Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp
Lavatory 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet 2 Lndry Stndp 1 Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap
Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn
Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Break= Sink Sterilizer Surgeons Sink Ice Maker
Use /Nature
of Work
NSFR
Size Material Type # Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
Valuation $7,200.00 Plan Approval $0.00 Permit Fees $78.00
Issued By Date 09/05/2000
0 Permit Voided
In the performance of this work, I agree to perform all work ursuant to rules goveming the described construction.
Signature /7 *V- , ...... / "........ — (tr Date 4� � 2 ve"C.
Agent/Owner
Address PO BOX 2153 APPLETON WI 54913 - 0000 Telephone Number 734 -3912
Plumbing Permit Work Card
Job Address 190 ROLLING GREEN CIR Permit Number 0080695 Create Date 05/30/2000
Owner THIRD MILLENNIM CORP Contractor P &S PLUMBING
4 egory 410 - Residential- Interior Plan Value $7,200.00
_..chtub // 2 Shower Ejector /Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drain / 1 Water Softner Drink Ftn Sery Sink Soda Disp
Lavatory 1 / 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet I / 2 Lndry Stndp I 1 Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap
Res. Sink l 1 Disposal j 1 Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher 1 1 Beer Tap Sculry Sink Wash Ftn �
Water Heater / 1 Sump Pump — 1 - 1 Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Break= Sink Sterilizer Surgeons Sink Ice Maker
Use /Nature
of Work
NSFR
Size Material Type # Conn.Type
Sanitary Sewer
IA6 9 6 G'0
____________
Storm Sewer i 1 l
Water Service
Date 00 /00 /0000 Type Inspector j Approved
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WATER CALCULATION WORKSHEET FOR 1 9 0 RoL L / ,v G- efr-n era74-• / /2 c L v
NAME OF PROJECT
INFORMATION REQUIRE!) TO CALCULATE WATER SERVICE SIZE
1. Demand of building in building in gallons per minute. WSF•'s 2 0 (GPM) 1 4 1
2. Difference in elevation from main or external pressure tank to building control valve. (feet) ar
3. Size of water meter (when meter is required) 5 /8" 3/4"'1" 1 -1/2° _, 2" ---, larger size
4. Developed length from main or external pressure tank to building control valve. (feet) a 0 I
5. Low pressure at main in street or e pressure tank. (psi) / 9
CALCULATE WATER SERVICE PRESSURE LOSS
6. Low pressure at main in street or external pressure tank. (value of # 5 above)
7. Determine pressure loss due to friction in 1 inch diameter
water service. Subtract value of "7" C , G
(Water service piping material is " L U coPP csq )
subtotal ' L/0
8. Determine pressure loss due to elevation,
(multiply the value of # 2 above by .434) Subtract value of "8" 3 . `1 '7 •
9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal 2 9, c I
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ")
B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" 3 R.R3
C. Pressure loss of water meter (when meter is required) Subtract value of "C" v
subtotal 3 C. Y3
D. Pressure at controlling fixture. Subtract value of "D" Fl
(Controlling fixture is ui, C.
subtotal 2 �,Y3
E. Difference in elevation between the building control valve
and the controlling fixture in feet 8 X .434 psi /ft. Subtract value of "E" 3 , Li r/
subtotal 2 L /, `9 L
F. Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture. Subtract value of "F" -
(Pressure loss due to c . )
subtotal 2. `/ . R G
G. Developed length from building control valve to controlling
fixture in feet Co G X 1.5 Divide by value of "G" . 1 6
subtotal , 2
(Water distribution piping material is " h ecP P ,3l )
Multiply by 100
A. Pressure available for uniform Toss "A" = 2x'7, J3
SBD -6479 (R11/98)
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Fixture Listing
Date: September 6, 2000
Name: P & S PLUMBING Project: NSFR
Street: Street: 190 ROLLING GREEN CIR
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
2 Bathtub, with or without shower head 3.00 3.00 4.00
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
2 Lavatory 1.00 1.00 2.00
2 Water Closet, gravity type flush tank .00 4.00 4.00
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Total Water Supply Fixture Units 7.00 16.00 20.00
14.0 Gallon per minute demand of the building. Predominatly Flush Tank
16.6 Pressure available for uniform loss. For the table use - 17.0
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 1. 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 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 0 17.5 34 60 110 270 480 776 1833
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WATER DISTRIBUTION DATASHEET
Date: September 6, 2000
Name: P & S PLUMBING Project: NSFR
Street: Street: 190 ROLLING GREEN CIR
City: City:
1. 14.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 40.0 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 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 Street to the curb stop.
Pressure loss detemined using a C value of 130 , inside diameter of .995 and a velocity of 5.8 ft per sec.
4b. 6.0 Lb loss from a 80.0 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 5.8 ft per sec.
5. 2.9 Lb loss from a 3/41n Meter .
6. 26.4 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. 17 Pressure available for uniform loss (psi /100 feet of pipe).
B. 26.4 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. HOSE BIBB
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 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 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 0 17.5 34 60 110 270 480 776 1833
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