HomeMy WebLinkAbout2002-Plumbing � , CITY OF OSHKOSH No szszs
OSHKOSH � PLUMBING PERMIT -APPLICATION AND RECORD
ON THE WATER
Job Address 3875 WOOD DUCK CT Owner WINFIELD HOMES Create Date 12/14/2001
� Contrector MISCHO MECHANICAL Category 410-Residential-Interior Plan
Bathtub t Shower 2 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drein 0
Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 5 Lndry Tray 1 Local Waste 0 Wait.St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 3 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res.Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 1 Sump Pump 1 Dent.Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use/Nature ��
of Work
NSFR ;
Size Material Type # Conn.Type I
Sanitary Sewer p
0
0
0
0
Storm Sewer p
0
0
0 I
0 �
Water Service p
0
0
0
0
Valuation $12,545.00 Plan Approval $0.00 Permit Fees $120.00
Issued By �� Date 01/22/2002
� Permit Voided .
In the performance of this work,I agree to perform all work pursuant to rules goveming the described construction.
Signature Date
AgenUOwner
Address N 7369 COUNTY RD C ELDORADO WI 54932 -0000 Telephone Number 920-907-0077
Jan lE 02 02: IOp Cndr Enforcemens ac� _�� -�•�� . �
, Cir: u(Osl�kosl� � �
Inspection Ser��ices Di��ision `
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Job Address /�
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(�Single Family ��Duplex ['�lalti-Fnmily ❑Renial I�`�,'t'omnnzrc�al [;dndustr;al
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, • Plumbing Permit Work Card
Job Address 3875 WOOD DUCK CT Permit Number 92325 Create Date 12/14/2001
Owner WINFIELD HOMES Contractor MISCHO MECHANICAL
te9ory 410-Residential-Interior Plan Value �u'12,545.00
�htub � 1 Shower ;) 2� EjectodGrind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool l 1 Floor Drain � 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory•� ����'�"� Lndry7ray I 1 Locai Waste 0 Wait.St. 0 Shamp Sink 0 Coffee Maker 0
Toilet � 1 'i GF� Lndry Stndp I t Clothes Wshr 0 Ice Chest 0 FlrMlst Sink 0 Int Grease Trap 0
— r-
Res.Sink � 1 Disposal 1 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
. Bar Sink ,L�_,0� Dishwasher � 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater � 1 Sump Pump � 1 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use/Nature --����� �--—�-- ——- � - � - � � �
.____ __.____. . __—__-__ _ .
of Wark
NSFR
Size Material Type # Conn.Type ' A /
Sanitary Sewer � o V 1 C�/� ( �' 7 D 7i
_ �-jl� 0 —__--
.� ��, �� ,� , , o
° � ��.�
0
Storm Sewer p
�
� i f� 0 �
� � 0
0 �
t r
0
Water Service � p
� �� � :�- o
;�'�,'' o
0
Date Type Inspector � Approved
I
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ISt1II � • • I
Fixture L g
Date: May ],2002
�
Name: MISCHO MECH Project:NSFR
Street: Street: 3875 WOOD DUCK CT
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 I.00 1.50
1 Bar Sink .50 .50 I.00
1 Ba[htub,with or without shower head 1.50 I.50 2.00
1 Dishwashing Machine I.00 .00 1.00
2 Hose Bib, 1/2"diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 L50
1 Laundry Tray, I or 2 compartment 1.00 I.00 L50
1 Lavatory .50 .50 L00
1 Water Closet,gravity type flush tank .00 2.00 2.00
1 Bathtub,lavatory and water closet-FT group 2.00 3.50 4.00
2 Shower Stall,lavarory and water closet FT-group 3.00 6.00 7.00
Public Use Fixtures
Hot Cold Total e
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 11.50 23.50 29.00
19.4 Gallon per minute demand of the building.Predominatly Flush Tank
8.7 Pressure available for uniform loss.For the table use-9.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 I I/4 I 1/2 2 2 I/2 3 4
Actual I.D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
ValueofC I50 150 I50 l50 150 ]50 ]50 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 0 10 20.5 32 45 79 12l l74 303
Maximum FM WSFU 0 0 4 6.5 17 39 144 374 731 1835
MarimumFTWSFU 4 0 13 3I 62 112 270 484 776 1835
� �
•
WATER DISTRIBUTION DATASHEET .
Date:May 1,2002 �
Name: MISCHO MECH Project NSFR
Street: Street: 3875 WOOD DUCK CT
City: City:
1. 19.4 Gallon per minute buiding demand,predomina[ly Flush Tank.
2. 55.0 Low pressure at the Main in SheeL �
3. .0 Lb loss from a.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 1.6 Lb loss from a 15A ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb smp.
Pressure loss detemined using a C value of 150,inside diameter of.995 and a velocity of 8A ft per sec.
4b. 4.7 Lb loss from a 60.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AW WA C901 water service from the wrb stop ro the Warer Meter.
Pressure loss detemined using a C value of 150,inside diameter of 1.060 and a velocity of 7.1 ft per sec.
5. 2.1 Lb loss from a lin Meter
6. 46.6 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 resul[up.
A= B- C+D+E x 100
F �
A. 9 Pressure available for uniform loss(psi/100 feet of pipe).
B. 46.6 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture.T/S FAUCET
D. 61 Lb loss resulting from a 14A ft difference in elevation from Ihe Water Meter to the controlling fixture.
E. 12.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 97.5 Ft Developed length from the 65A ft actual length of piping from[he Water Meter to the controlling fixmre.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nomioal Size 1/2 5/8 3/4 I 1 ll4 1 I/2 2 2 1/2 3 4
Actual I.D. .569 0 .811 1.055 1291 1.527 2.009 2.495 2.981 3.935
Value of C 150 150 I50 150 l50 150 150 I50 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 $ 8
Maximum Gpm 4 0 10 20.5 32 45 79 12l 174 303
MaximumFMWSFU 0 0 4 6.5 17 39 144 374 731 1835
M�imum FT WSFU 4 0 13 31 62 112 270 484 776 1835
�
Fixture Listing . �
Date:May 1,2002
�
Name: MISCHO MECH Project:NSFR
Street: Street: 3875 WOOD DUCK CT
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bar Sink .50 .50 1.00
1 Bathtub,with or without shower head 1.50 L50 2.00
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 1/2"diameter .00 6.00 6.00
1 Kitchen Sink 1.00 I.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
1 Lavatory .50 .50 I.00
1 Water Closet,gravity type flush tank .00 2.00 2.00
1 Bathmb,Iavatory 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
Public Use Fixtures
Hot Cold Total �
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units I 1.50 23.50 29.00
19.4 Gallon per mirmte demand of the building.Predominatly Flush Tank
SJ Pressure available for uniform loss. For the table use-9.0
Maximun Allowable load for Crosslinked Polyethylene(Pex)Tubing ASTM F876
Nominal Size 1/2 5/8 3/4 1 1 1/4 I I/2 2 2 I/2 3 4
Actual 1. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 150 150 150 150 150 I50 150 150 l50 150
Velocity in R per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 2.5 4 6.5 12.5 21.5 31 53 0 0 0
Maximum FM WSFU 0 0 0 4.5 7 15 58 0 0 0
Ma�cimum FT WSFU 2.5 4 8 17.5 33 58 142 0 0 0
•
WATER DISTRIBUTION DATASHEET . �
Date: May 1,2002
�
Name: MISCHO MECH Project: NSFR
Street Street: 3875 WOOD DUCK CT
City: City:
1. 19.4 Gallon per minute buiding demand,predominatly Flush Tank.
2. 55.0 Low pressure at the Main in Street.
3. A Lb loss from a 9 ft difference in elevation from Main in Street to the Water Meter.
4a. 1.6 Lb loss from a 15A ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the wrb stop.
Pressure loss detemined using a C value of 150, inside diameter of.995 and a velocity of 8.0 ft per sec.
4b. 4.7 Lb loss from a 60.0 ft l 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop ro the Water Meter.
Pressure loss detemined using a C value of 150,inside diamerer of 1.060 and a velocity of 7.1 ft per sec.
. 5. 21 Lb loss from a lin Meter
6. 46.6 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[he result up.
A= B-(C+D+E) x 100
F �A. 9 Pressure available for uniform loss(psi/100 feet of pipe).
B. 46.6 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture.T/S FAUCET
D. 61 Lb loss resulting from a 14.0 ft difference in elevation from the Water Meter to the controlling fixmre.
E. 12A Lb pressure loss due ro a WTR SFNR serving the wntrolling fixmre.
F. 97.5 Ft Developed length from ihe 65.0 ft actual length of piping from[he 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
ActualI.D. .485 .584 .681 .875 1A69 1.263 1.653 0 0 0
ValueofC 150 l50 l50 150 150 150 150 150 1S0 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 2.5 4 6.5 12.5 21.5 31 53 0 0 0
Maximum FM WSFU 0 0 0 4.5 7 15 58 0 0 0
Ma�cimum FT WSFU 2.5 4 8 17.5 33 58 l42 0 0 0
�
04J29/2002 08:56 9208729612 MISCHO MECHANICAL PAGE 02
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