HomeMy WebLinkAbout0081262-Plumbing (interior) �
��/� CITY OF OSHKOSH No oos12s2
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OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD
ON THE WATER :
Job Address 2801 NEWPORT AVE Owner RUSCH HOMES Create Date 05/10/2000
Contractor HANSON QUALITY PLUMBING Category 410-Residential-Interior Plan
Bathtub 1 Shower 2 Ejector/Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drein 1 Water Softner Drink Ftn Serv Sink Soda Disp
Lavatory 3 Lndry Tray 1 Local Waste Wait.St. Shamp Sink Coffee Maker
Toilet 3 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 Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use/Nature
of Work
NSFR
Size Material Type # Conn.Type
Sanitary Sewer
Storm Sewer
Water Service
Valuation $4,900.00 Plan Approval $0.00 Permit Fees $102.00
Issued By Date 09/19/2000
� Permit Voided I
In the performance of this work,I agree to perform all work pursuant to rules goveming the described construction.
Signature Date
AgenUOwner
Address 550 N BLUEMOUND RD APPLETON WI 54915 -0000 Telephone Number 730-0205
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`!OS1•IKOS1�1 WATER CALCULATION WORKSHEET
`UN (IIF V4d1P'f`_R
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INt�ORMATTON REZlU1FtED TO CALCUL.ATE WATER SERVICESIZE ' ��': _ ' ; ; _ �� � �
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1. Demand of build(nq in bu((ding,(n.gailons perrTiinute .• � �• "� �..� . '. ,, _ ���PM> >y� 6
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; 2. Differencs in elevat1on from ma�n or extemat pressure�tank tn:.liutid(n�.conirot vatve. (feetl
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en me�"eFI uired -.�18' ' ":'Y largerts�Ze
3. Size of wafer.mefer('vvfi .. $�t�'e.9 );�. .,::. , ,�f�:..1�.:�•� 1!Z'..=;,r2' ''L _ .
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4. Devetoped length�frvm maln�oF'ex�eiiial�ressui�e tankCo�6uifdfngcon�o`�v�ve: '=�� -� )�—
�y y�!i� ^q.�-7•lJ! h.�):�e��r.��sfi.' .f:i.r-+i:���'IIl<�%}�.�•.�.�y.�i+!' r��• :i:`
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� Law pressure at mafn=fn=sfreef a�`�ma�prassure tank:•`.;�"�T���.�rZr:,�µY7,f'{?-�•�;rx...,.�!.��-.;{Ps�1��
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CALCU(J\TE WATER SERVICE Pf2E�SURE LOSS -
6. Low pressure at main in slreet or extemai pressure tank.(vaiue vf#5 above) �
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7. Delermine pressure loss due to friction in �_inch diameter Subtract value of'7' � `
water se►vice. '
subtotaf a�
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�. Determine pressure loss due to elevation, � g�btract value of'8' � � �
(multiply the vaiue of#2 above by .434)
g, Available pressure aRer fhe bidg. controi valve. (enter in '8" below) subtotai
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C ,CU(J�TE THE PRE�SURE AVA(LABLE FOR UNIFORM LOSS (VALUE aF. "A") �
� v ilable ressure aRer the bldg. conUof vaive. (from '9' above) Vaiue of'B'��' �
B. A a p
�. Pressure loss of water meter(when meter is required)
Subtract vaiue ot'C' 3
subtotal °�L� �
Subtract va(ue of'D" �
p. Pressure at controlling fixture. �"
subtotai ��' � � �
E. Difference in elevation between thr� buiiding control vaive r.�
and lhe controlling fixture in feet X .434 psi/R.
Subtract value of"E� � G '
subtotal � �" � �
�. Pressure loss due to water treatment devices, instantaneous
water t�eaters and bacicflow preventers which serve the Subtract value of'F" �
controlling fixture.
subtotal � � ' �S
G. Developed lengt�from building conUol vaive to controlling p�vido by value of'G" G� �i � .
f i x t u re in feet �� X �•�
subtotal ' � �
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�; Mult(ply by 100
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q_ PrPssUre av�ilable for uniform Ioss ,
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Fixture Listing �
Date:October 17,2000 �
Name: HANSON Q PLBG Project:NSFR
Street: Street: 2801 NEWPORT 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
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
Total Water Supply Fixture Units 8.00 17.50 21.00
14.6 Gallon per minute demand of the building.Predominatly Flush Tank
17.9 Pressure available for uniform loss.For the table use- 18.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominai 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 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:October 17,2000 �
Name: HANSON Q PLBG Project:NSFR
Street: Street: 2801 NEWPORT AVE
City: City:
1. 14.6 Gallon per minute buiding demand,predominatly Flush Tank.
2. 43.0 Low pressure at the Main in Street.
3. 1.3 Lb loss from a 3.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 12.7 Lb loss from a 100.0 ft 1" PE Tubing CTS ASTM 2737 AWWA C901 water service from the Main in Street to the Water Meter.
Pressure loss detemined using a C value of 150,inside diameter of.860 and a velocity of 8.1 ft per sec.
4b. .0 No 2nd part water lateral.
5. 3.2 Lb loss from a 3/4in Meter
6. 25.8 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. 18 Pressure available for uniform loss(psi/100 feet of pipe). ,�
B. 25.8 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture.T/S FAUCET-MASTER BAT'HRM
D. 5.6 Lb loss resulting from a 13.0 ft dif�'erence 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. 67.5 Ft Developed length from the 45.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, AST'M B88
Nominal Size 1/2 5/8 3/4 I 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
Maacimum 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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