HomeMy WebLinkAbout531 Codisco Way (3)_ _ _ Fire Protection by Computer Design
SOUTHERN FIRE PROTECTION
3801 E. SR 46
SANFORD, FL. 32771
407-323-4200
Job Name
Del Air
Building
EXISTING
Location
531 CODISCO EWAY
System
STORAGE
Contract
26066
Data File
DELAIR.WX1
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
2.
SOUTHERN FIRE PROTECTION Page 1
Del Air Date 12-7-06
Hydraulic Desiqn Information Sheet
Name - DEL
AIR
Date -
12-7-06
Location -
531 CODISCO EWAY
Building -
EXISTING
System No. - STORAGE
Contractor
- SOUTHERN FIRE PROTECTION OF ORLANDO INC
Contract No.
- 26066
Calculated
By - KEVIN RODEBAUGH
Drawing No. -
1 OF 1
Construction: ( ) Combustible (X) Non -Combustible
Ceiling Height
- 9FT
Occupancy
- ORDINARY HAZARD STORAGE ROOM
S
Y
S
T
E
M
(X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
Other AREA REDUCTION PER 11.2.3.2.3.1 FOR QR HEADS AND LOFT CEILINGS
Specific Ruling Made By NFPA 13 Date 2002
Area of Sprinkler Operation -
900
System Type
Sprinkler/Nozzle
Density -
.2
(X) Wet
Make RASCO
Area Per Sprinkler -
112
( ) Dry
Model F1FR
Elevation at Highest Outlet -
10
( ) Deluge
Size 1/2"
Hose Allowance - Inside -
( ) Preaction
K-Factor 5.6
Rack Sprinkler Allowance -
( ) Other
Temp.Rat.155
Hose Allowance - Outside -
- --- ----- — -- -- ---- -------------- - -----
Note CALCULATED BACK TO BASE OF RISER
Calculation Flow Required - 237.28 Press Required - 54.202 AT BASE OF RISER
Summary C-Factor Used: 120 Overhead 120 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 75 @ Press -
R Residual Press - 47 Elev. - Well
Flow - 546 Proof Flow
S Elevation - 0
U
P Location - INFORMATION USED IN FLOW TEST IS FROM THE EXISTING HYDRAULIC IN
P 47PSI@546GPM REQD AT BASE OF RISER WITH THE GAUGE READING 75 PSI
L Source of Information -
Y
C Commodity
Class Location
0 Storage Ht.
Area
Aisle W.
M Storage Method: Solid
Piled %
Palletized %
Rack
M
( ) Single Row ( )
S R ( ) Double Row ( )
Conven. Pallet
Slave Pallet
( j Auto. Storage
( ) Solid Shelf
( ) Enca
( ) Non
T A ( ) Mult. Row
( ) Open Shelf
0 C
_
R K Flue Spacing
Clearance:Storage to
Ceiling
A Longitudinal
Transverse
G
E Horizontal Barriers
Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
,,L
Pressure / Flow Summary - STANDARD
SOUTHERN FIRE PROTECTION Page 2
Del Air Date 12-7-06
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
1
10.0
5.6
16.0
na
22.4
0.2
112
7.0
2
10.0
5.6
16.2
na
22.54
0.2
112
7.0
3
10.0
5.6
16.93
na
23.04
0.2
112
7.0
4
10.0
5.6
18.5
na
24.09
0.2
112
7.0
5
10.0
5.6
16.26
na
22.58
0.2
112
7.0
6
10.0
5.6
16.47
na
22.72
0.2
112
7.0
7
10.0
5.6
17.21
na
23.23
0.2
112
7.0
8
10.0
5.6
18.8
na
24.28
0.2
112
7.0
9
10.0
5.6
22.06
na
26.3
0.2
112
7.0
10
10.0
5.6
21.71
na
26.09
0.2
112
7.0
31
10.0
22.05
na
32
10.0
22.41
na
33
10.0
31.59
na
34
10.0
32.45
na
35
10.0
33.72
na
36
10.0
34.59
na
37
10.0
35.51
na
38
10.0
37.36
na
39
10.0
37.41
na
40
10.0
38.17
na
41
10.0
39.82
na
1.0.0_.
- --- -- -
4:1..53-
na
-
43
10.0
47.03
na
TR
10.0
49.09
na
BR
0.0
54.2
na
The maximum velocity is 13.96 and it occurs in the pipe between nodes 32 and 33
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Finat Calculations - Hazen -Williams
SOUTHERN FIRE PROTECTION Page 3
Del Air Date 12-7-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1
22.40
1.682
0.0
12.500
16.000
K Factor = 5.60
to
120
0.0
0.0
0.0
2
22.4
0.0161
_0.0
12.500
0.201
Vel = 3.23
2
22.54
1.682
_
0.0
12.500
16.201
K Factor = 5.60
to
120
0.0
0.0
0.0
3
_ 44.94
0.0584
0.0
12.500
0.730
Vel = 6.49
3
23.04
1.682
0.0
12.500
16.931
K Factor = 5.60
to
120
0.0
0.0
0.0
4
67.98
0.1255
0.0
12.500
1.569
Vel = 9.82
4
24.09
1.682
1T
9.9
6.250
18.500
K Factor = 5.60
to
120
0.0
9.900
0.0
31
92.07
0.2201
0.0
16.150
3.554
Vel = 13.29
0.0
92.07
22.054
K Factor = 19.61
5
22.5-8
1:682
0.0
12.500
16.262
K Factor = 5.60
to
120
0.0
0.0
0.0
6
22.58
0.0163
0.0
12.500
0.204
Vel = 3.26
6
22.73
1.682
0.0
12.500
16.466
K Factor = 5.60
to
120
0.0
0.0
0.0
7
_45.31
0.0593
_
0.0
12.500
0.741
Vel = 6.54
7
23.23
1.682
_
0.0
12.500
17.207
_
K Factor = 5.60
to
120
0.0
0.0
0.0
8
68.54
0.1274
0.0
12.500
1.593
Vel = 9.90
8
24.28
1.682
1 T
9.9
6.250
18.800
_
K Factor = 5.60
to
120
0.0
9.900
0.0
32
92.82
0.2233
0.0
16.150
3.607
Vel = 13.40
0.0
92.82
_
22.407
K Factor = 19.61
9
26.30
1.682
1 T
_ _
9.9
_
6.250
22.057
_ _ _
K Factor = 5.60
to
120
0.0
9.900
0.0
32
26.3
0.0217
0.0
16.150
0.350
Vel = 3.80
0.0
26.30
22.407
K Factor = 5.56
10
26.09
1.682
1 T
9.9
_
6.250
21.709
_
K Factor = 5.60
to
120
0.0
9.900
0.0
31
26.09
0.0214
0.0
16.150
Vel = 3.77
31
92.07
2.635
0.0
9.000
_0.345
22.054
to
120
0.0
0.0
0.0
32 _
118.16
0.0392
0.0
9.000
0.353
Vel = 6.95
32
119.12
2.635
2E
16.474
48.000
_
22.407
to
120
0.0
16.474
0.0
33
237.28
0.1425
0.0
64.474
9.185
Vel = 13.96
33
0.0
2.635
0.0
6.000
_ _
31.592
to
120
0.0
0.0
0.0
34
237.28
0.1423
0.0
6.000
0.854
Vel = 13.96
34 -34.83 2.635 0.0 12.000 32.446
to 120 0.0 0.0 0.0
35 202.45 0.1062 0.0 12.000 1.275 Vel = 11.91
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final. Calculations - Standard
SOUTHERN
FIRE PROTECTION
Page
4
Del Air
Date
12-7-06
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"Co.
or
Ftng's
Pe Pv
''**"'
`
Notes
Point
Qt
Pf/UL
Eqv. Ln.
Total
Pf Pn
35
-29.83
2.635
0.0
11.000
33.721
to
120
0.0
0.0
0.0
36
172.62
0.0791
0.0
11.000_
0.870
Vel =
10.16
36
-28.82
2.635
1 E
_
8.237
_
8.000
34.591
to
120
0.0
8.237
0.0
37
143.8
0.0564
0.0
16.237
0.915
Vel =
8.46
37
0.0
2.635
1 T
16.474
60.000
35.506
to
120
0.0
16.474
0.0
41
143.8
0.0564
0.0
76.474
4.314
Vel =
8.46
0.0
_
143.80
_
39.820
K Factor =
22.79
38
34.83
2.635
0.0
_
12.000
_
37.358
to
120
0.0
0.0
0.0
39
34.83
0.0041
0.0
12.000
0.049
Vel =
2.05
39
29.83-
2.635
1 E
8.237
35.000
37.407
to
120
1 T
16.474
24.711
0.0
40
_64.66
_ 0.0128
0.0
59.711
0.7_67
Vel =
40
28.82
2.635
1 E
8.237
_
40.000
38.174
_3_.80
to
120
1 T
16.474
24.711
0.0
41
93.48
0.0254
0.0
64.711
1.646
Vel =
5.50
0.0
93.48
39.820
K Factor =
14.81
34
34.83
1.682
2T
19.799
115.000
32.446
to
120
0.0
19.799
0.0
38
34.83
0.0364
0.0
134.799
4.912
Vel =
5.03
0.0
34.83
37.358
K Factor =
5.70
35
29.83
1.682
2T
19.799
_
115.000
33.721
to
120
0.0
19.799
0.0
39
29.83
0.0273
0.0
134.799
3.686
Vel =
4.31
0.0
_
29.83
37.407
K Factor =
4.88
36
28.82
1.682
2T
_
19.799
_
100.000
34.591
_
to
120
4E
19.799
39.599
0.0
40
28.82
0.0257
0.0
139.599
3.583
Vel =
4.16
0.0
28.82
_
38.174
K Factor =
4.66
41
237.28
3.26
2E
18.815
15.000
_
39.820 -
to
120
0.0
18.815
0.0
42
237.28
0.0505
0.0
33.815
1.708
Vel_ =
9.12
42
0.0
3.26
2E
18.815
70.000
_ _ _
41.528
_
to
120
1 T
20.159
38.975
0.0
43
237.28
0.050.5 _
0.0 _
5.506
=
9.12
43
0.0
4.26
3E
39.501
_108.97_5_
110.000
_ _
47.034
_ _V_e_I
to
120
0.0
39.501
0.0
TR
237.28
0.0137
0.0
149.501
2.053
Vel =
5.34
TR
0.0
4.26
1 B
15.8
15.000
49.087
to
120
1 T
26.334
42.135
4.331
BR
237.28
0.0137
0.0
57.135
0.784
Vel =
5.34
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
SOUTHERN FIRE PROTECTION Page 5
Del Air Date 12-7-06
Hyd. Qa Dia Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
0.0
23728 54.202 K Factor = 32.23
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
SOUTHERN FIRE PROTECTION Page 6
Del Air Date 12-7-06
237.3
TR a --
— BR
I
1
I
I
237.3
I
I
43
I
1
I
I
237.3
I
I
1
42
I
1
I
I
237.3
143.8
I
I
1
37 t-
— 41
I
1 143.8
I
I
I
1
I
I
93.5
I
I
1 28.8
I
I
1
36 i- —
— 40
I
1 172.6
I
I
I
1
I
I
64.7
I
I
1 29.8
I
I
1
35 < --
— 39
I
1 202.4
I
I
I
1
I
I
34.8
I
I
1 34.8
I
I
1
34 E
— 38
I
1 237.3
I
I
I
I
1
33
I
1 237.3
I
I
I
I
26.E
68.5
22.6
9 t- 32 --�8
-+7
a6
->5
1 92.8
45.3
1 118.2
I
I
I
I
26.1.
68
22.4
10 F 31 ->4
-+3
-->2
-* 1
92.1
44.9
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
SOUTHERN FIRE PROTECTION
Del Air
Page 7
Date 12-7-06
City Water Supply: Demand:
C1 - Static Pressure : 75 D1 - Elevation 4.331
C2 - Residual Pressure: 47 D2 - System Flow 237.2.79
C2 - Residual Flow 546 D2 - System Pressure 54.202
Hose (Adj City)
Hose ( Demand)
D3 - System Demand . 237.279
Safety Margin 14.806
150
140
130
P 120
R 110
E 100
S 90
S 80
el
U 70
R 60
E 50
40
30
20
10
100 200 300 400 500 600 700 800 900
FLOW ( N " 1.85 }
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
_ _ . Fire Protection by Computer Design
SOUTHERN FIRE PROTECTION
3801 E. SR 46
SANFORD,FL. 32771
407-323-4200
Job Name
Del Air
Building
EXISTING
Location
531 CODISCO EWAY
System
OFFICE
Contract
26066
Data File
DELAIR.WX2
.W L
M �
= �?.
0')
0 C'7
LO
Qrr- J
V X
_
U T
00 U
.; u1
u7
� �
U)
5 N\\ -
N C]
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
SOUTHERN FIRE PROTECTION Page 1
Del Air Date 12-7-06
Hydraulic Desiqn Information Sheet
Name - DEL AIR Date - 12-7-06
Location - 531 CODISCO EWAY
Building - EXISTING System No. - OFFICE
Contractor - SOUTHERN FIRE PROTECTION OF ORLANDO INC Contract No. - 26066
Calculated By - KEVIN RODEBAUGH Drawing No. - 1 OF 1
Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 9FT
Occupancy - LIGHT HAZARD OFFICE AREAS
S
Y
S
T
E
(X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 (
( ) NFPA 231 ( ) NFPA 231C ( ) Figure
Other AREA REDUCTION PER 11.2.3.2.3.1 FOR QR HEADS AND
Specific Ruling Made By NFPA 13
_ _
) 3 ( ) Ex.Haz.
Curve
9FT CEILINGS
Date 2002
M
Area of S_prinkler____ Operation - 900
System Type
Sprinkler/Nozzle
Density - .1
(X) Wet
Make RASCO
D
Area Per Sprinkler - 210
( ) Dry
Model F1FR
E
Elevation at Highest Outlet - 9
( ) Deluge
Size 1/2"
S
Hose Allowance - Inside -
( ) Preaction
K-Factor 5.6
I
Rack Sprinkler Allowance -
( ) Other
Temp.Rat.155
G
Hose Allowance - Outside -
N
Note CALCULATED BACK TO BASE OF RISER
Calculation Flow Required - 149.639 Press Required
- 27.359
AT BASE OF RISER
Summary C-Factor Used: 120 Overhead
120
Underground
W Water Flow Test:
Pump Data:
Tank or Reservoir:
A Date of Test -
Cap. -
T Time of.Test -
Rated Cap.-
Elev.-
E Static Press - 75
@ Press -
R Residual Press - 47
Elev. -
Well
Flow, - 546
Proof Flow
S Elevation - 0
U __
P Location - INFORMATION USED
IN FLOW TEST IS
FROM THE EXISTING HYDRAULIC INFO
P 47PSI@546GPM REQD AT BASE OF
RISER WITH THE
GAUGE READING 75 PSI
L Source of Information -
Y
C Commodity Class
Location
0 Storage Ht. Area
Aisle W.
M Storage Method: Solid Piled %
Palletized %
Rack
M _
( ) Single Row ( ) Conven. Pallet
( ) Auto. Storage
( ) Encap.
S R ( ) Double Row ( ) Slave Pallet
( ) Solid Shelf
( ) Non
T A ( ) Mult. Row
( ) Open Shelf
0 C __ _
R K Fluie—Spacing
Clearance:Storage to
Ceiling
A Longitudinal
Transverse
G
E Hcrizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
SOUTHERN FIRE PROTECTION Page 2
Del Air Date 12-7-06
Node Elevation K-Fact Pt 'Pn Flow Density Area Press
No. Actual Actual Rea.
38
10.0
16.67
na
21
10.0
5.6
14.13
na
22
10.0
5.6
14.06
na
23
10.0
5.6
14.07
na
24
10.0
5.6
14.28
na
39
10.0
16.74
na
25
10.0
5.6
15.16
na
26
10.0
5.6
15.13
na
27
10.0
5.6
15.21
na
40
10.0
17.6
na
34
10.0
16.97
na
35
10.0
17.05
na
36
10.0
17.26
na
37
10.0
17.52
na
41
10.0
18.74
na
42
10.0
19.47
na
43
10.0
21.82
na
TR
10.0
22.69
na
BR
0.0
27.36
na
21.05
0.1
210
7.0
21.0
0.1
210
7.0
21.0
0.1
210
7.0
21.16
0.1
210
7.0
21.8
0.1
210
7.0
21.78
0.1
210
7.0
21.84
0.1
210
7.0
The maximum velocity is 6.43 and it occurs in the pipe between nodes 24 and 34
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
SOUTHERN FIRE PROTECTION
Page 3
Del Air
Date 12-7-06
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
..C..
or
Ftng's
Pe Pv
******* Notes ******
Point
Qt
Pf/UL
Eqv. Ln.
Total
Pf Pn
38
-39.65
1.682
1T
9.9
45.000
16.673
to
120
0.0
9.900
0.0
21
-39.65
-0.0463
_
0.0
54.900
-2.542
= 5.73
21
21.05
1.682
0.0
6.000
14.131
_Vel
K Factor = 5.60
to
120
0.0
0.0
0.0
22
-18.6
-0.0115
0.0
6.000
-0.069
Vel = 2.69
22
21.00
1.682
0.0
14.000
_ _
14.062
K Factor = 5.60
to
120
0.0
0.0
0.0
23
2.4
0.0003
0.0
14.000
0.004
Vel = 0.35
23
21.00
1.682
0.0
12.000
14.066
K Factor = 5.60
to
120
0.0
0.0
0.0
24
23.4
0.0175
0.0
12.000
0.210
Vel = 3.38
24
21.16
1.682
1T
9.9
37.000
_
14.276
K Factor = 5.60
to
120
0.0
9.900
0.0
34
44.56
0.0575
0:0
46.900
2.695
Vel = 6.43
0.0
_ 44.56
_
16.971
K Factor = 10.82
39
-29.23
1.682
1T
_
9.9 -__-
50.000---16.735
-_- _--
- -_-----
to
120
0.0
9.900
0.0
25
-29.23
-0.0263
_ 0.0
59.900
-1.577
Vel = 4.22
25
21.81
1.682
0.0
14.000
15.158
K Factor = 5.60
to
120
0.0
0.0
0.0
26
-7.42
-_0.0021
_
_0.0
14.000_
-0.029
Vel1.07_
26
21.78
1.682
0.0
_
12.000
15.129
_ _= _
K Factor = 5.60
to
120
0.0
0.0
0.0
27 _
_ 14.36
0.0071
0.0
12.000
0.085
Vel = 2.07
27
21.84
1.682
1T
9.9
37.000
15.214
K Factor = 5.60
to
120
0.0
9.900
0.0
35
36.2
0.0391
0.0
46.900
1.835
Vel = 5.23
0.0
36.20
17.049
K Factor = 8.77
40
-8.02
1.682
2T
19.799
100.000
17.598
to
120
4E
19.799
39.599
0.0
36
-8.02
-0.0024
0.0
139.599
-0.336
Vel = 1.16
0.0
-8.02
_
17.262
K Factor = -1.93_
34
44.56
2.635
0.0
_
12.000
_ _
16.971
to
120
0.0
0.0
0.0
35
44.56
0.0065
0.0
12.000
0.078
Vel = 2.62
35
36.20
2.635
_
0.0
11.000
17.049
_
to
120
0.0
0.0
0.0
_36_
80.76
0.0194
0.0
11.000
0.213
Vel = 4.75
36
-8.01
2.635
1 E
_
8.237
_ _
8.000
17.262
_
to
120
0.0
8.237
0.0
37
72.75
0.0160
0.0
16.237
0.260
Vel = 4.28
37 0.0 2.635 1T 16.474 60.000 17.522
to 120 0.0 16.474 0.0
41 72.75 0.0160 0.0 76.474 1.222 Vel = 4.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
SOUTHERN FIRE PROTECTION
Page
4
Del Air
Date
12-7-06
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
**" **
Notes
Point
Qt
Pf/UL
Eqv. Ln.
Total
Pf Pn
0.0
18.744
K Factor =
16.80
38
39.65
2.635
0.0
12.000
16.673
_
to
120
0.0
0.0
0.0
39
39.65
0.0052
0.0
12.000
0.062
Vel =
2.33
39
29.22
2.635
1 E
8.237
35.000
_
16.735
to
120
IT
16.474
24.711
0.0
40
68.87
0.0145 _
_
0.0 _
59.711
0.863
Vel=4.05___
40
8.02
2.635
1 E
8.237
_
40.000
17.598
_
to
120
IT
16.474
24.711
0.0
41
76.89
0.0177 __
0.0
64.711
1.146
Vel =
4.52
41
72.75
3.26
2E
18.815
15.000
__ _
18.744
_
to
120
0.0
18.815
0.0
42 _ _
_ 149.64
0.0216
0.0
33.815
0.729
=
5.75
42
0.0
3.26
2 E
18.815
70.000
19.473
_Vel
to
120
IT
20.159
38.975
0.0
43
149.64
0.0215
_0.0
108.975
2.346
Vel =
5.75
43
0.0
4.26
3E
39.501
110.000
_
21.819
to
120
0.0
39.501
0.0
TR
_ 149.64
0.0059
0.0
149.501
0.875
Vel =
3.37
TR
0.0
4.26
1 B
15.8
15.000
22.694
to
120
IT
26.334
42.135
4.331
BR
149.64
0.0058
0.0
57.135
0.334
Vel =
3.37
0.0
149.64
27.359
K Factor =
28.61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow -Diagram
SOUTHERN FIRE PROTECTION
Del Air
BR
I
1
I
I
149.6
I
I
1
TR
I
1
I
I
149.6
I
I
1
43
I
1
I
I
149.6
I
I
1
42
I
1
I
I
149.6
72.7
I
I
1
37 r -
- -- - -- - -- - -
- 41
I
1 72.7
I
I
1
1
1
1
76.9
I
I
1 8
I
1
36 r -
--- --- --- --
-40
I
1 80.8
I
I
1
1
1
1
68.9
I
1 36.2
7.4
1
1
35 - --
-> 27 -> 26 F 25 <
- 39
1
14.4 29.2
1
1 44.6
I
1
1
I
39.6
I
I
J 44.6
2.4 39.6
1
I
1
34 -� 24
> 23 ---� 22 F- 21 F --
- 38
23.4 18.6
Page 5
Date 12-7-06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
O
Water Supply Curve (C)
SOUTHERN FIRE PROTECTION
Del Air
Page 6
Date 12-7-06
City Water Supply: Demand:
C1 -Static Pressure 75 D1 - Elevation 4.331
C2 - Residual Pressure: 47 D2 - System Flow 149.639
C2 - Residual Flow 546 D2 - System Pressure 27.359
Hose (Adj City )
Hose ( Demand)
D3 - System Demand 149.639
Safety Margin 45.087
150
140
130
120
P
R 110
E 100
S 90
S 80
U 70
60
R
50
E
40
30
20
10
100 200 300 400 500 600 700 800 900
FLOW (N^1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087