HomeMy WebLinkAbout0140484-Plumbing Fixture Listing
Date: April 20.2O|O
Name: 0'NeiU Enterprises Inc. __ : Mike Zesson Construction
Street: 522 � — Street: 925 Dove Street _
City: Oshkosh W1._54904 „ City; {bhk�b
_ ----- __- ___=__ _== ______ _ ===
Non Public Use Fixtures
_ H� Cold Total
1 Automatjc Clothes Washer
1 Dishwashing Machine
2 Hose Bib, 1/2” diameter
1 Kitchen Sink
|
2 Bathtub, lavatory and water closet - 11" group
Total Water Supply Fixture Units 7.00 15.00 18.00
12.8 Gailon per minute demand of the buildi Predominatly Flush Tank
17.5 Pressure available for unitbrni loss, For the table use - 18,0
Maximun Allowable load for CPVC Tubing ASTM D2846
Nominal Size 1/2 5/8 3/4 1 \l/4 1l/2 2 2l/2 3 4
Actual 1. D. ( A89 l 0 1 '715 .921 1-125 I 1.329 1.739 | 0 I O 0
Value ofC / 150 / 150 | 150 ---- 10 150 ! 150 150 150 80
Velocity in* per sec. I 8 8 I & | 0 8 8 8 8 1 8 8
MuimumGpm 4 | 24 ------- 0 0
- 10 34 / �
Maximum FM wsru 0 o 4 5.5 8 19 73 0 0
Mku6mmoFTYVSPD 4 41 8—T
171 0 0 0
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WATER DISTRIBUTION DATASHEET
Date: April 20, 2010
Name: O'Neill Enterprises Inc. _ Project: Mike Z*monConstruction
Street: 522 W. 6th Avenue -___- Street: 925 Dove Street
City: Oshkosh WI. 54 9O4_ City: Oshkosh WI. 54902
- _ __==--_' ___-___ = ====__'
|. 12.8 Galion per minute buiding demand, predorninatly Flush Tank.
2. ___53.0 Low pressure at the Main in Street.
3. .4 psi loss from 1.0 11 difference in elevation from Main in Stree to the Water Meter.
4u 6.2 psi loss from a 62.0 O " 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 7.1 ft per sec.
4k__.0Nn 2nd part water lateral.
5 .___J. 5 psi loss from m3/4in Meter
___'
6.43.9 psi ^[ pressure available at the Water Meter. This value is entered itt (8) below.
___
The (A) value listed below is determined by using the foliowing formula. then rounding the result up.
��
A. 18 Pressure available for uniform loss (psi/100 fee ofpipe).
B. 43.9 psi of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture.
D. 6.1 psi Ioss resulting from a14.0 ft difference in elevation from the Water Meter to the controlling flxture.
E. .0 psi pressure Ioss due to a no pressure |vmsde*besawvingQh,von,ndUogMrm"e.
E 102.0 Ft Developed length from the 68.0 fi actual length ofpiping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM 1380
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/3 2 2 1/2
Actual 1. D. .569 0 1 .811 1.055 1291 1,527 2.009 2A95 2.981 3.935
Value of C 150 150 150 150 150 150 150 150 150 150
Velouty in 11 pt.r se | 8 8 8 w 8 8 8 8 8 8
MaximvmGpm 174 303 79 121
Maximum FMYVSFU 0 0 4.5 7 17 | 39 144 | 374 731 1835
{
�4aximvmFrnY8FU | 0.5 | 0 18 34 62 112 270 | 484 776 1835
WATER DISTRIBUTION DATASHEET
Date: April 20, 2010
Name: ONe Enterprises Inc. Project: Mike 2eoson Construction
Street: 522 W 6th Avenue
Street: 92 Dove Street ____
City: __ _ City: Oshkosh WI. 549U2
___=
1. 12.8 Galion per rninute buiding demand, predominatly Flush Tank,
2. Low pressure at the Main in Stree
I__. psi loss from a 1.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 6.2 psi los from a 62.0 ft " pE Tubing CTS &S7'M2737 AWWA C901 water serice from the Main in Street to the Water Meter.
Pressure toss detemined using a C value of |5V. inside diameter "f.860 and u velocity ufl|ft per sec.
4b..0 No 2nd part water lateral.
5.245 psi loss from u3winMeter
6. 43,9 psi ofpressure available at the Water Meter. This value is entered in (B) below,
__
The (A) value listed below is determined by using the foliowing formula. then rounding the result up.
�� 8fC+�+s x 100
Pressure available for uniforrn toss (psi/ 100 feet ofpipe).
B. 43.9 psi oypressure available at the Water Meter.
C. Pressure needed at the controlling fixture.
D.6.1 psi loss resulting from a 14.0 ft difference in elevation from the Wate Meter to the controlhng fixture.
E. .0 psi pressure loss due to a no pressure Ioss devices serving the controlling fixture.
F. 102.0 Ft Developed length from the 68.0 ft actual length of piping from the Water Meter to the controBing fixture.
k0wimuu Allowable load for Cmodiukcd Polyethylene (Pox)Tubing ASTM F876
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Nominal Size 1/2 5/8 3/4
Value of C 150 150 150 150 _ _________-- 1 150
Velocity in ft per sec. 8 8 8 8 | 8 8 | 8 8 &
Maximum Gprn ----------- i i
3.5 6 �� �4�� �i� 30 | 51 O 0 1 0
1 Maximum FM
wue.) 0 0 0 4.5 7 14 53 0 0 0
1 Maximum YY
FTSFU 3.5 7 ]| 20.5 ---- 0 0 1 0
_ .
WATER DISTRIBUTION DATASHEET
Date: April 20, 2010 '
Name: O'Neill Enterprises Inc. Project: Mike Zesson Construction
Street: 522 W. 6th Avenue Street: 925 Dove Street
City: Oshkosh WI. 54904 -_ City: Oshkosh WI. 54902
__ _== _==_
1. 12.8 Galion per minute buiding demand. predoniinatly Flush Tank.
%.__53.0 Low pressure at the Main in Street.
l.4 psi loss from a 1.0 ft difference in elevation from Main in Street to the Water Meter.
4a, 6.2 psi loss from a 62.0 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 |5D, inside diameter uf.860 and u velocity m{7.}ft per sec.
4h..0Nv 2nd part water lateral.
5. 2.5 psi On
� , po loss m a 3/4in Meter .
6. 43.9 psi ofpressure availabk at the Water Meter. This value is entered in (13) below.
The (A) value Iisted below is determ by using the foliowing formula, then rounding the result up.
��
F
A. 18 Pressure ava for uniform loss (psi/100 feet ofpipe).
B. 43.9 psi ofpressure available at the Water Meter.
C.__ Pressure needed at the controlling fixture.
D.6.1 psi loss resulting frum a 14.0 ft difference in elevation from the Water Meter to the controlliog flxture.
E. .0 psi pressure loss due to a no press re loss devices serving the controlling fixture.
E_lV Ft Developed Iength from the 68.0 fI actual length ofpiping from the Water Meter to the controlling tixture.
_______ '__-_ _- _____________
bxuximum Allowable load for CPYC Tubing ‘A8TM D2846
| ------------
• Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
__ ________________
Actual {.D. .489 0 715 .*21 1.125 1.329 1.739 0 0 0
_
Value ofC 150 150 150 150 150 150 150 150 750 150
- -- ------------- | '
Velocity ioft per sec. 8 8 8 8 8 8 8 | 8 8 8
w1mdmumGpm 4 0 10 l0.5 24 34 59 0 0 0
- ' '--- --- ` ----' '
Maximum FMW3FG 0 0 4 5.5 8 19 73 0 0 0
| Maximum FT WSFU 4 0 13 24 41 68 l 0 0 O
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