HomeMy WebLinkAbout0086854-Plumbing (interior) �
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� � CITY OF OSHKOSH No sss54 i;
OSHKOSH� PLUMBING PERMIT -APPLICATION AND RECORD i
ON THE WATER
Job Address 2800 NEWPORT AVE Owner RUSCH HOMES Create Date 03/14/2001 t
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Contractor HANSON QUALITY PLUMBING Category 410-Residential-Interior Plan ;
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Bathtub 2 Shower 1 EjectoNGrind Dip Well F Prep Sink Gar Drain �
Whirlpool Floor Drain 1 Water Softner Drink Ftn Serv Sink Soda Disp i
Lavatory 4 Lndry Tray Local Waste Wait.St. Shamp Sink Coffee Maker
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Toilet 4 Lndry Stndp Clothes Wshr 1 Ice Chest Flr/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 �
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Use/Nature
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of Work
NSFR ;
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Size Material Type # Conn.Type
Sanitary Sewer
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Storm Sewer
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Water Service
Valuation $5,800.00 Plan Approval $0.00 Permit Fees $108.00
Issued By �,►..i Date O6/19/2001
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In the perFormance of this work,I agree to perForm all work pursuant to rules governing the described construction. s
Signature Date
AgenUOwner
Address 550 N BLUEMOUND RD APPLETON WI 54915 -0000 Telephone Number 730-0205
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• � ' Plumbing Permit Work Card �
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; :ob Address 2800 NEWPORT AVE Permit Number 0 '�s�°�•�J � Create Date 03/14/2001 E
Owner RUSCH HOMES Contractor HANSON QUALITY PLUMBING
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`"�egory 410-Residential-Interior Plan Value ��'Ol' t>�� $0.00 �:
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htub �- Shower � Ejector/Grind Dip Well F Prep Sink Gar Drain �
Whirlpool Floor Drain � Water Softner Drink Ftn Serv Sink Soda Disp
Lavatory ���� Lndry Tray Local Waste Wait.St. Shamp Sink Coffee Maker
Toilet J�i�.1 Lndry Stndp � Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap f
Res.Sink �L Disposal � / Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher � Beer Tap Sculry Sink Wash Ftn
Water Heater �i Sump Pump 1� Dent.Oper. Hand Sink Urinal
Site Drain T Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use/Nature
of Work ;
NSFR
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Size Material Type # Conn.Type � � /
Sanitary Sewer � 1 � 6�
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Storm Sewer
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Water Service
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Date 00/00/0000 Type Inspector Approved
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Fixture Listing � ' • � ' • `
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Date:November 7,2001
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Name: HANSON Q PLBG Project:NSFR F
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Street: Street: 2800 NEWPORT AVE i
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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 �
3 Hose Bib, 1/2"diameter .00 9.00 9.00 i
1 Kitchen Sink 1.00 1.00 1.50
1 Lavatory .50 .50 1.00 �
1 Water Closet,gravity type flush tank .00 2.00 2.00 �
3 Bathtub,lavatory and water closet-FT group 6.00 10.50 12.00 �
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Total Water Supply Fixture Units 9.50 24.00 28.00 s
18.8 Gallon per minute demand of the building.Predominatly Flush Tank
12.0 Pressure available for uniform loss.For the table use- 13.0
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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 �
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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
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Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 �
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Ma�cimum Gpm 5 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 6 0 17.5 34 62 112 270 484 776 1835 �
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WATER DISTRIBUTION DATASHEET � . - -
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Date:November 7,2001
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Name: HANSON Q PLBG Project:NSFR �
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Street: Street: 2800 NEWPORT AVE
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City: City:
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1. 18.8 Gallon per minute buiding demand,predominatly Flush Tank. f
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2. 44.0 Low pressure at the Main in Street.
3. .0 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 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop. t
Pressure loss detemined using a C value of 130,inside diameter of.995 and a velocity of 7.8 ft per sec.
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4b. 10.2 Lb loss from a 50.0 ft 1" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. `
Pressure loss detemined using a C value of I50,inside diameter of.860 and a velocity of 10.4 ft per sec. '
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5. 5.3 Lb loss from a 3/4in Meter �
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6. 26.6 Lbs of pressure available at the Water Meter. This value is entered in(B)below.
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The(A)value listed below is determined by using the following formula,then rounding the resuit up. ;
A= B- C+D+E x 100
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A. 13 Pressure available for uniform loss(psi/100 feet of pipe). �
B. 26.6 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture.T/S FAUCET ;
D. 9.5 Lb loss resulting from a 22.0 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. 75.0 Ft Developed length from the 50.0 ft actual length of piping from the Water Meter to the controlling fixture. #
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Ma�cimun Allowable load for Copper Tube Type M, ASTM B88 ;
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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 5 0 12.5 21.5 32 45 79 121 174 303
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Ma�cimum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
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Ma�cimum FT WSFU 6 0 17.5 34 62 112 270 484 776 1835 €
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- 10/0B/2001 11:59 1-920 730-0898 HANSONS QUALITY PLUM PAGE 04 �
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10/08/2001 11:59 1-920-730-089B HANSONS QUALITY PLUM PAGE 05
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iNr•vRMATTaN REaUta�D T� CALCUtATE WATER SERVtCE s¢E � . ` _ � • �
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�.�. � GPM �7� 3 �
1. �emand vf buflding in 6uildln��In,gallons per minute. • � �' '' �� , ( )
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5 law�ressure at maf�frrs5�sf a��e���pi�ssure�n`�''.:�:^��':� ., �^'�y z} �z.�' �?'=�(PS����
CALCUIJ�TE WATEr� SERVICE PRESSURE LOSS �
5 Low pressure at main in stree�or extemai pressure lank.(value o(� 5 above) ��
i Delemline pressure loss due to ffiCtion irt�__,_iRCtT diarrreter /�, �� f�
waler service. Subtrac:��alue ol'T r
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Et DetArmine pressure �oss due to e�evalion, f � ! f
(multiply Ihe value ol y Z above by .4yt) 5ubtrac; vafue c('o'
9 Avsi�able pr�ssure aRer the bldg. control valve. (enter in '6� belowj subtotal �yy
CA�CULAT�TNE PR�aSURE i0.�lAILA9L� F�R LlNtFoRM LQSS (YALIlE OF "A")
A, nvailable pressare aller the hldg_control valve_ (from'9" abovej Value of'B' �0• y�
C. PreSS�re loss v�water meter(when mete�is re�uired} 5ubtract value of'C"
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D Fres�.�re al c�ntrolling �xture. Sttbtrac:valu° of"v"�
sub�ora� �9• '��
�. Dlfference m e�e�alion bstwesn the building control valve
and Ihe controlling fixture in feet X .43�t psuR. Sutrerac_:alue of'-' 9- ��
sublotal �9•�5
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� PreS�ure Ioss due to water treaimenE devi�es, ins�ntane�us � �
ws(�r heatsrs and �acfcllow prevente�which serve the �
conlrolting �xture. Subtr�c'.value o!'F" r�_ �
subtota+ � g• �S`�1
G Develo�ed ienoth trom buitding c�nlrol valve lo contfolling �
fir.turs in fpst�X �.� Dfvide b: volue of"G" �� y
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10/08/2001 11:59 1-920-730-0898 HANSONS QUALITY PLUM PAGE 06 �
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