HomeMy WebLinkAbout0089948-Plumbing � CITY OF OSHKOSH No 89948
OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD
ON THE WATER
Job Address 117 W NEVADA AVE Owner CHERYL A WINTER Create Date 10/02/2001
Contractor RASMUSSEN PLUMBING Category 410-Residential-Interior Plan
Bathtub 1 Shower 0 Ejector/Grind Dip Well F Prep Sink Gar Drain
Whiripool Floor Drain Water Softner Drink Ftn Serv Sink Soda Disp
Lavatory 1 Lndry Tray Local Waste Wait.St. Shamp Sink Coffee Maker
Toilet 1 Lndry Stndp Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap
Res.Sink Disposal Bidet Exam Sink Catch Basin Ext Grease Trap '
Bar Sink Dishwasher Beer Tap Sculry Sink Wash Ftn
Water Heater Sump Pump 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 FR/Replace tub,shower,lav and toilet.
of Work
Size Material Type # Conn.Type
Sanitary Sewer
Storm Sewer
Water Service
Valuation $3,000.00 Plan Approval $0.00 Permit Fees $20.00
Issued By �W� Date 10/02/2001
� Permit Voided I
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature Date
AgenUOwner
Address 1914 GREENBRIAR TRL OSHKOSH WI 54904 -8887 Telephone Number 920-233-6747
WATER DISTRIBUTION DATASHEET � '
Date:October 3,2001
Name: RASMUSSEN PLBG Project: 'REMODEL
Street: Street: 117 W NEVADA AVE
City: City:
1. 10.4 Gallon per minute buiding demand,predominatly Flush Tank.
2. 64.0 Low pressure at the Main in Street.
3. A Lb loss from a.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 2.0 Lb loss from a 15.0 ft 3/4" Copper Tube Type K AST'M B88 water service from the Main in Street to the curb stop.
Pressure loss detemined using a C value of 150,inside diameter of.745 and a velocity of 7.7 ft per sec.
4b. 5.5 Lb loss from a 40.0 ft 3/4" 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.745 and a velocity of 7.7 ft per sec.
5. 4.1 Lb loss from a 5/8in Meter
6. 52.4 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. 34 Pressure available for uniform loss(psi/100 feet of pipe).
B. 52.4 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture.T/S FAUCET
D. 7.4 Lb loss resuiting from a 17.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .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 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
Ma�cimum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835
�
Fixture Listing � "
Date:October 3,2001
Name: RASMUSSEN PLBG Project: 'REMODEL
Street: Street: 117 W NEVADA AVE
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
1 Kitchen Sink 1.00 1.00 1.50
I Bathtub,lavatory and water closet-FT group 2.00 3.50 4.00
Total Water Supply Fixture Units 5.00 11.50 14.00
10.4 Gailon per minute demand of the building.Predominatly Flush Tank
33.4 Pressure available for uniform loss.For the table use-34.0
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
Actuai I.D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C I50 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
Ma�cimum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Ma�cimum FT WSFU 7.5 0 18 34 62 I 12 270 484 776 1835
r
�* Fixture Listing °
Date:September 26,2001
Name: �� ��$ �'v 5 5 f w �� �-Y�Gr . �� ^�T�'ti'
�( Project•
Street: / '�l �K �j.Qp.ti ���• .�4-� � Street: /I � � /�'e' `i q��
���: h � �t�os � �s sy�o Y C�Ty: o s h��s��
Non Public Use Fiztures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
I 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 Bathtub,lavatory and water closet-FT group 2.00 3.50 4.00
Total Water Supply Fixture Units 5.00 11.50 14.00
10.4 Crallon per minute demand of the building.Predominatly Flush Tank
12.6 Pressure available for uniform loss.For the table use- 13.0
Maaimun 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 I/2 3 4
Actual L 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
Ma�cimum FM WSFLJ 0 0 4 7 16 38 144 369 731 1833
Matcimum FT WSFLJ 5 0 15 34 60 110 270 480 776 1833
• WATER DISTRIBUTION DATASHEET �
Date:September 26,2001
Name: �� (`A"S W``.C..l s.`ti- V '�j �C, Project: W l ^--�
r
Street: 1� �y .,e2,,, �p P� �t� � Street: � �� � � �� V /�'�`�
City: �� � �D� City: �.s��� ,Sn
1. 10.4 Gallon per minute buiding demand,predominatly Flush Tank.
2. 52.0 Low pressure at the Main in Street. F �
3. 1.3 Lb loss from a 3.0 ft difference in elevation from Main in Street to the Water Meter.
4a 2.7 Lb loss from a 15.0 ft 3/4° Copper Tube Type K ASTM B88 water service from the Main in Street to the cwb stop.
Pressure loss detemined using a C value of 130,inside diameter of.745 and a velocity of 7.7 ft per sec.
4b. 7.1 Lb loss from a 40.0 ft 3/4" 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 J45 and a velocity of 7J ft per sec.
5. 4.1 Lb loss from a 5/8in Meter
6. 36.9 Lbs of presswe available at the Water Meter. This value is entered in(B)below.
The(A)value listed below is determined by usi�g the foliowing formula,then rounding the result up.
A— B C+D+E x 100
A. 13 Pressure available for uniform loss(psi/100 feet of pipe).
B. 36.9 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture.pres bal
D. 7.4 Lb loss resulting from a 17.0 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. 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 130 130 130 l30 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Marimum Gpm 4.5 0 11 21.5 32 45 79 121 174 303
Maacimum 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