Fire Sprinkler System Report
SAUDI ELECTRICITY COMPANY WESTERN OPERATING AREA RGC # 110192 A MULTI-STOREY BUILDING IN JEDDAH ADMINISTRATIVE OFFICE PA
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SAUDI ELECTRICITY COMPANY WESTERN OPERATING AREA RGC # 110192 A MULTI-STOREY BUILDING IN JEDDAH ADMINISTRATIVE OFFICE PACKAGE - 1 MECHANICAL FIRE PROTECTION CALCULATIONS ISSUED FOR CONSTRUCTION Prepared by: RADICON-GULF CONSULT Al-Khobar, Saudi Arabia
MAY 2011
WESTERN AREA ADMIN MULTI-STOREY BUILDING Fire Sprinkler Reports
for
SAUDI ELECTRICITY COMPANY JEDDAH SAUDI ARABIA
Prepared By: RGC RADICON GULF CONSULT AL KHOBAR SAUDI ARABIA September 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 2
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name:
WESTERN AREA ADMIN MULTISTOREY BUILDING RGC NFPA 13 SAUDI ELECTRICITY COMPANY JEDDAH RADICON GULF CONSULT AL KHOBAR
WESTERN AREA ADMIN MULTISTOREY BUILDING
Contact at Building:
Date: Approving Agency: Phone: City, State Zip Code: Representative: City And State:
September 2010 LOCAL JURISDICTION
Building Owner:
SAUDI ELECTRICITY COMPANY
SAUDI ARABIA SAUDI ARABIA
Phone at Building:
Project Data Description Of Hazard: Design Area Of Water Application: Default Sprinkler K-Factor: Inside Hose Stream Allowance: In Rack Sprinkler Allowance:
Light Hazard 2500 5.60 50.00 0.00
Sprinkler Specifications Make: Size: NONE
ft² K gpm gpm
GLOBE 1
Sprinkler System Type: Wet Maximum Area Per Sprinkler: 225 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm
Model: Temperature Rating:
G 160 F
Water Supply Test Data Source Of Information: Test Hydrant ID:
LOCAL FIRE MARSHAL 3B
Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Inflow Residual Pressure:
0 202.00 394.44 57.41
ft gpm gpm psi
Date Of Test:
DECEMBER 15, 1992
Static Pressure: Test Residual Pressure: Calculated Inflow Residual Pressure:
85.00 psi 77.00 psi 89.08 psi
Minimum Desired Flow Density: Maximum Frictional Loss / 100 feet:
0.10 gpm/ft² 20.00 psi
Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Maximum Water Velocity: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers:
Active Version
Demand 15.00 psi 20.00 ft/s 30 29 12
Number Of Inactive Pipes: Number Of Inactive Sprinklers:
1000 Pipe Capacity
0 0
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 3
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Input Data Node Input Data Sprinkler KFactor (K)
Pressure Estimate (psi)
Node Elevation (feet)
Non-Sprinkler Discharge (gpm)
Sprinkler
5.60
100.00
86.00
0.00
2
Sprinkler
5.60
103.23
86.00
0.00
3
No Discharge
N/A
106.10
87.30
0.00
4
Sprinkler
5.60
109.52
86.00
0.00
5
Sprinkler
5.60
146.19
86.00
0.00
6
No Discharge
N/A
107.57
87.30
0.00
7
No Discharge
N/A
111.03
87.30
0.00
8
No Discharge
N/A
146.62
86.60
0.00
9
Sprinkler
5.60
108.44
86.00
0.00
10
Sprinkler
5.60
111.92
86.00
0.00
11
No Discharge
N/A
148.03
87.30
0.00
12
Sprinkler
5.60
18.70
86.00
0.00
13
Sprinkler
5.60
21.88
86.00
0.00
14
No Discharge
N/A
149.93
87.30
0.00
15
No Discharge
N/A
25.41
87.30
0.00
16
No Discharge
N/A
26.70
86.60
0.00
17
Sprinkler
5.60
151.52
86.00
0.00
18
Sprinkler
5.60
20.10
86.00
0.00
19
No Discharge
N/A
19.85
87.30
0.00
20
Sprinkler
5.60
19.61
86.00
0.00
21
Sprinkler
5.60
22.93
86.00
0.00
22
No Discharge
N/A
22.73
87.30
0.00
23
No Discharge
N/A
26.64
87.30
0.00
24
No Discharge
N/A
27.97
86.60
0.00
25
No Discharge
N/A
39.65
86.30
0.00
26
Non-Sprinkler
N/A
44.37
86.30
100.00
27
No Discharge
N/A
47.52
86.30
0.00
Node No.
Node Description
1
Active Version
Area Group
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 4
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Input Data Node Input Data (cont'd) Sprinkler KFactor (K)
Pressure Estimate (psi)
Node Elevation (feet)
Non-Sprinkler Discharge (gpm)
No Discharge
N/A
81.37
12.00
0.00
29
No Discharge
N/A
87.58
0.00
0.00
30
No Discharge
N/A
154.88
0.00
0.00
Node No.
Node Description
28
Active Version
Area Group
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 5
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Input Data Pipe Input Data Nominal Diameter (inch)
Type Group
Fitting Data
Nominal Length (feet)
Fitting Length (feet)
SCHED 40 WET STEEL
1.000
0
ET
12.00
7.00
19.00
120
11
SCHED 40 WET STEEL
1.000
0
ET
12.00
7.00
19.00
120
17
19
SCHED 40 WET STEEL
1.000
0
ET
12.00
7.00
19.00
120
4
6
SCHED 40 WET STEEL
1.000
0
ET
12.00
7.00
19.00
120
12
14
SCHED 40 WET STEEL
1.000
0
ET
12.00
7.00
19.00
120
20
22
SCHED 40 WET STEEL
1.000
0
ET
12.00
7.00
19.00
120
2
3
SCHED 40 WET STEEL
1.000
0
1.60
0.00
1.60
120
10
11
SCHED 40 WET STEEL
1.000
0
1.60
0.00
1.60
120
18
19
SCHED 40 WET STEEL
1.000
0
1.60
0.00
1.60
120
5
6
SCHED 40 WET STEEL
1.000
0
1.60
0.00
1.60
120
13
14
SCHED 40 WET STEEL
1.000
0
1.60
0.00
1.60
120
21
22
SCHED 40 WET STEEL
1.000
0
1.60
0.00
1.60
120
3
7
SCHED 40 WET STEEL
1.000
0
5.20
5.00
10.20
120
6
7
SCHED 40 WET STEEL
1.000
0
5.20
0.00
5.20
120
11
15
SCHED 40 WET STEEL
1.000
0
5.20
5.00
10.20
120
14
15
SCHED 40 WET STEEL
1.000
0
5.20
0.00
5.20
120
19
23
SCHED 40 WET STEEL
1.000
0
5.20
5.00
10.20
120
22
23
SCHED 40 WET STEEL
1.000
0
5.20
0.00
5.20
120
7
8
SCHED 40 WET STEEL
2.000
0
T
1.00
10.00
11.00
120
15
16
SCHED 40 WET STEEL
2.000
0
T
1.00
10.00
11.00
120
23
24
SCHED 40 WET STEEL
2.000
0
T
1.00
10.00
11.00
120
8
16
SCHED 40 WET STEEL
3.000
0
T
12.00
15.00
27.00
120
16
24
SCHED 40 WET STEEL
3.000
0
T
12.00
15.00
27.00
120
24
25
SCHED 40 WET STEEL
3.000
0
E2T
77.00
37.00
114.00
120
25
26
SCHED 40 WET STEEL
4.000
0
2ET
135.00
40.00
175.00
120
26
27
SCHED 40 WET STEEL
5.000
0
ETGC
138.00
66.00
204.00
120
27
28
SCHED 40 WET STEEL
6.000
0
3E5T
76.00
192.00
268.00
120
Beg. Node
End. Node
Pipe Description
1
3
9
Active Version
T
T
T
1000 Pipe Capacity
Total CFactor Length (gpm/inch(feet) psi)
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 6
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Input Data Pipe Input Data (cont'd) Nominal Diameter (inch)
Type Group
Fitting Data
Nominal Length (feet)
Fitting Length (feet)
SCHED 40 WET STEEL
6.000
0
2EGC
98.00
63.00
161.00
120
SCHED 40 WET STEEL
8.000
0
5E4TG C
614.00
289.00
903.00
120
Beg. Node
End. Node
Pipe Description
28
29
29
30
Active Version
1000 Pipe Capacity
Total CFactor Length (gpm/inch(feet) psi)
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 7
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Data Group
Peak Node Groupings Output Data
Pipe Segment Beg. End. Node Node
Pipe Type Group
Pipe Flow Rate (gpm)
Sprinkler Flow At Beg. Node (gpm)
Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)
Beg. Node Residual Pressure (psi)
Imbalance Flow At Beg. Node (gpm) 0.00000
1
3
0
0.00
250.00
0.00
0.00
100.00
2
3
0
0.00
0.00
0.00
0.00
103.23
3 3 3
1 2 7
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
106.10
4
6
0
0.00
0.00
0.00
0.00
109.52
5
6
0
0.00
0.00
0.00
0.00
146.19
6 6 6
4 5 7
0 0 0
0.00 0.00 -259.29
0.00
0.00
0.00
107.57
0.00000
7 7 7
3 6 8
0 0 0
0.00 259.29 -259.29
0.00
0.00
0.00
111.03
0.00000
8 8
7 16
0 0
259.29 0.00
0.00
0.00
0.00
146.62
0.00000
9
11
0
0.00
260.33
0.00
0.00
108.44
0.00000
10
11
0
-260.33
0.00
0.00
0.00
111.92
0.00000
11 11 11
9 10 15
0 0 0
0.00 260.33 0.00
0.00
0.00
0.00
148.03
0.00000
12
14
0
0.00
24.22
0.00
0.00
18.70
0.00000
13
14
0
0.00
26.20
0.00
0.00
21.88
0.00000
14 14 14
12 13 15
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
149.93
15 15 15
11 14 16
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
25.41
16 16 16
8 15 24
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
26.70
17
19
0
0.00
0.00
0.00
0.00
151.52
18
19
0
0.00
25.10
0.00
0.00
20.10
19 19 19
17 18 23
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
19.85
Active Version
1000 Pipe Capacity
0.00000
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 8
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Data Group
Peak Node Groupings Output Data
Pipe Segment Beg. End. Node Node
Pipe Type Group
Pipe Flow Rate (gpm)
Sprinkler Flow At Beg. Node (gpm)
Non-Sprinkler Flow Out (+) In (-) (gpm) (gpm)
Beg. Node Residual Pressure (psi)
Imbalance Flow At Beg. Node (gpm)
20
22
0
0.00
24.80
0.00
0.00
19.61
0.00000
21
22
0
0.00
26.82
0.00
0.00
22.93
0.00000
22 22 22
20 21 23
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
22.73
23 23 23
19 22 24
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
26.64
24 24 24
16 23 25
0 0 0
0.00 0.00 0.00
0.00
0.00
0.00
27.97
25 25
24 26
0 0
0.00 0.00
0.00
0.00
0.00
39.65
26 26
25 27
0 0
0.00 0.00
0.00
100.00
0.00
44.37
27 27
26 28
0 0
0.00 0.00
0.00
0.00
0.00
47.52
28 28
27 29
0 0
0.00 0.00
0.00
0.00
0.00
81.37
29 29
28 30
0 0
0.00 0.00
0.00
0.00
0.00
87.58
30
29
0
0.00
0.00
0.00
0.00
154.88
Active Version
1000 Pipe Capacity
0.00000
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 9
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Data Group Beg. End. Node
Peak Pipe Output Data Nodal KFactor (K)
Elevation (feet)
Spk/Hose Discharge (gpm)
Nom. Dia. Residual Inside Dia. Pressure C-Value (psi)
Q (gpm) Velocity (fps)
F. L./ft (psi/ft) Fittings Type-Grp
Pipe-Len. Fit-Len. Tot-Len. (ft)
PF-(psi) PE-(psi) PV-(psi)
1 3
5.60 86.00 22.50 0.00 87.30 0.00 SCHED 40 WET STEEL
16.14 18.66
1.00 1.049 120
22.50 8.35
0.16188 ET 0
12.00 7.00 19.00
3.076 -0.563 0.021
2 3
5.60 86.00 24.36 0.00 87.30 0.00 SCHED 40 WET STEEL
18.92 18.66
1.00 1.049 120
24.36 9.04
0.18748 ----0
1.60 0.00 1.60
0.300 -0.563 0.023
4 6
5.60 86.00 24.06 0.00 87.30 0.00 SCHED 40 WET STEEL
18.45 21.37
1.00 1.049 120
24.06 8.93
0.18321 ET 0
12.00 7.00 19.00
3.481 -0.563 0.022
5 6
1.00 1.049 120
26.02 9.66
0.21190 ----0
1.60 0.00 1.60
0.339 -0.563 0.024
3 7
1.00 1.049 120
46.86 17.39
0.62900 T 0
5.20 5.00 10.20
6.416 0.000 0.043
6 7
1.00 1.049 120
50.08 18.59
0.71139 ----0
5.20 0.00 5.20
3.699 0.000 0.046
5.60 86.00 26.02 21.60 0.00 87.30 0.00 21.37 SCHED 40 WET STEEL WARNING: Maximum friction loss exceeded for this pipe 0.00 87.30 0.00 18.66 0.00 87.30 0.00 25.07 SCHED 40 WET STEEL WARNING: Maximum friction loss exceeded for this pipe 0.00 87.30 0.00 21.37 0.00 87.30 0.00 25.07 SCHED 40 WET STEEL WARNING: Maximum friction loss exceeded for this pipe 7 8
0.00 87.30 0.00 0.00 86.60 0.00 SCHED 40 WET STEEL
25.07 26.35
2.00 2.067 120
96.94 9.27
0.08877 T 0
1.00 10.00 11.00
0.976 0.303 0.006
9 11
5.60 86.00 22.65 0.00 87.30 0.00 SCHED 40 WET STEEL
16.36 18.91
1.00 1.049 120
22.65 8.41
0.16392 ET 0
12.00 7.00 19.00
3.114 -0.563 0.021
10 11
5.60 86.00 24.52 0.00 87.30 0.00 SCHED 40 WET STEEL
19.17 18.91
1.00 1.049 120
24.52 9.10
0.18981 ----0
1.60 0.00 1.60
0.304 -0.563 0.023
12 14
5.60 86.00 24.22 0.00 87.30 0.00 SCHED 40 WET STEEL
18.70 21.66
1.00 1.049 120
24.22 8.99
0.18550 ET 0
12.00 7.00 19.00
3.524 -0.563 0.022
13 14
5.60 86.00 26.20 21.88 0.00 87.30 0.00 21.66 SCHED 40 WET STEEL WARNING: Maximum friction loss exceeded for this pipe
1.00 1.049 120
26.20 9.73
0.21451 ----0
1.60 0.00 1.60
0.343 -0.563 0.024
11 15
1.00 1.049 120
47.17 17.51
0.63686 T 0
5.20 5.00 10.20
6.496 0.000 0.044
0.00 87.30 0.00 18.91 0.00 87.30 0.00 25.41 SCHED 40 WET STEEL WARNING: Maximum friction loss exceeded for this pipe
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 10
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Data Group Beg. End. Node
Peak Pipe Output Data Nodal KFactor (K)
Elevation (feet)
Discharge (gpm)
Nom. Dia. Residual Inside Dia. Pressure C-Value (psi)
14 15
Q (gpm) Velocity (fps)
F. L./ft (psi/ft) Fittings Type-Grp
Pipe-Len. Fit-Len. Tot-Len. (ft)
PF-(psi) PE-(psi) PV-(psi)
0.00 87.30 0.00 21.66 0.00 87.30 0.00 25.41 SCHED 40 WET STEEL WARNING: Maximum friction loss exceeded for this pipe
1.00 1.049 120
50.42 18.72
0.72021 ----0
5.20 0.00 5.20
3.745 0.000 0.047
8 16
0.00 0.00
86.60 86.60
0.00 0.00
26.35 26.70
3.00 3.068 120
96.94 4.21
0.01297 T 0
12.00 15.00 27.00
0.350 0.000 0.001
15 16
0.00 0.00
87.30 86.60
0.00 0.00
25.41 26.70
2.00 2.067 120
97.59 9.33
0.08987 T 0
1.00 10.00 11.00
0.989 0.303 0.006
17 19
5.60 0.00
86.00 87.30
23.20 0.00
17.16 19.85
1.00 1.049 120
23.20 8.61
0.17128 ET 0
12.00 7.00 19.00
3.254 -0.563 0.022
18 19
5.60 0.00
86.00 87.30
25.10 0.00
20.10 19.85
1.00 1.049 120
25.10 9.32
0.19824 ----0
1.60 0.00 1.60
0.317 -0.563 0.023
20 22
5.60 0.00
86.00 87.30
24.80 0.00
19.61 22.73
1.00 1.049 120
24.80 9.21
0.19377 ET 0
12.00 7.00 19.00
3.682 -0.563 0.023
21 22
5.60 0.00
86.00 87.30
26.82 0.00
22.93 22.73
1.00 1.049 120
26.82 9.95
0.22397 ----0
1.60 0.00 1.60
0.358 -0.563 0.025
1.00 1.049 120
48.30 17.93
0.66532 T 0
5.20 5.00 10.20
6.786 0.000 0.045
1.00 1.049 120
51.61 19.16
0.75215 ----0
5.20 0.00 5.20
3.911 0.000 0.048
WARNING: Maximum friction loss exceeded for this pipe 19 23
0.00 0.00
87.30 87.30
0.00 0.00
19.85 26.64
WARNING: Maximum friction loss exceeded for this pipe 22 23
0.00 0.00
87.30 87.30
0.00 0.00
22.73 26.64
WARNING: Maximum friction loss exceeded for this pipe 16 24
0.00 0.00
86.60 86.60
0.00 0.00
26.70 27.97
3.00 3.068 120
194.53 8.44
0.04705 T 0
12.00 15.00 27.00
1.270 0.000 0.002
23 24
0.00 0.00
87.30 86.60
0.00 0.00
26.64 27.97
2.00 2.067 120
99.91 9.55
0.09387 T 0
1.00 10.00 11.00
1.033 0.303 0.006
24 25
0.00 0.00
86.60 86.30
0.00 0.00
27.97 39.65
3.00 3.068 120
294.44 12.78
0.10131 E2T 0
77.00 37.00 114.00
11.549 0.130 0.004
25
0.00
86.30
0.00
39.65
4.00
294.44
0.02697
135.00
4.720
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 11
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Data Group
Peak Pipe Output Data Nom. Dia. Residual Inside Dia. Pressure C-Value (psi)
F. L./ft (psi/ft) Fittings Type-Grp
Pipe-Len. Fit-Len. Tot-Len. (ft)
PF-(psi) PE-(psi) PV-(psi)
7.42
2ET 0
40.00 175.00
0.000 0.001
5.00 5.047 120
394.44 6.33
0.01541 ETGC 0
138.00 66.00 204.00
3.144 0.000 0.001
47.52 81.37
6.00 6.065 120
394.44 4.38
0.00630 3E5T 0
76.00 192.00 268.00
1.688 32.172 0.000
0.00 0.00
81.37 87.58
6.00 6.065 120
394.44 4.38
0.00630 2EGC 0
98.00 63.00 161.00
1.014 5.196 0.000
0.00 0.00
87.58 89.08
8.00 7.981 120
394.44 2.53
0.00165 5E4TGC 0
614.00 289.00 903.00
1.494 0.000 0.000
Beg. End. Node
Nodal KFactor (K)
Elevation (feet)
Discharge (gpm)
26
0.00
86.30
100.00
44.37
4.026 120
26 27
0.00 0.00
86.30 86.30
100.00 0.00
44.37 47.52
27 28
0.00 0.00
86.30 12.00
0.00 0.00
28 29
0.00 0.00
12.00 0.00
29 30
0.00 0.00
0.00 0.00
Active Version
Q (gpm) Velocity (fps)
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 12
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Data Group
Peak Sprinkler Output Data
Flowing Sprinkler Node No.
Sprinkler KFactor (K)
Sprinkler Elevation (feet)
Flowing Density (gpm/ft²)
Sprinkler Discharge (gpm)
1 Sub Totals For Non-Group
5.60
86.00
100.00
225.00 225.00
0.100 1.111
250.00 250.00
2 Sub Totals For Non-Group
5.60
86.00
103.23
225.00 225.00
0.108 0.000
0.00 0.00
4 Sub Totals For Non-Group
5.60
86.00
109.52
225.00 225.00
0.107 0.000
0.00 0.00
5 Sub Totals For Non-Group
5.60
86.00
146.19
225.00 225.00
0.116 0.000
0.00 0.00
9 Sub Totals For Non-Group
5.60
86.00
108.44
225.00 225.00
0.101 1.157
260.33 260.33
10 Sub Totals For Non-Group
5.60
86.00
111.92
225.00 225.00
0.109 0.000
0.00 0.00
12 Sub Totals For Non-Group
5.60
86.00
18.70
225.00 225.00
0.108 0.108
24.22 24.22
13 Sub Totals For Non-Group
5.60
86.00
21.88
225.00 225.00
0.116 0.116
26.20 26.20
17 Sub Totals For Non-Group
5.60
86.00
151.52
225.00 225.00
0.103 0.000
0.00 0.00
18 Sub Totals For Non-Group
5.60
86.00
20.10
225.00 225.00
0.112 0.112
25.10 25.10
20 Sub Totals For Non-Group
5.60
86.00
19.61
225.00 225.00
0.110 0.110
24.80 24.80
21 Sub Totals For Non-Group
5.60
86.00
22.93
225.00 225.00
0.119 0.119
26.82 26.82
2700.00
0.119
637.47
Area Group Code
Residual Flowing Area Pressure (ft²) (psi)
Totals For All Groups
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 13
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM:
1 16.14 psi 22.50 gpm
Sprinkler Summary Sprinkler System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Sprinkler: Sprinkler Flow: Average Sprinkler Flow:
Wet 2500.00 0.100 0.118 208.33 294.44 24.54
ft² gpm/ft² gpm/ft² ft² gpm gpm
Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 10 - 11 ) Maximum Velocity Pressure ( In Pipe 10 - 11 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:
96.64 ft/sec 0.24 psi 0.0100 0.0000 0.0000 0.0000 0.0000
psi psi psi gpm gpm
Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: Sprinkler Flow: Non-Sprinkler Flow: Total System Demand Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:
Active Version
29 7 294.44 gpm 100.00 gpm 394.44 gpm 89.08 psi 394.44 gpm
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 14
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Sprinkler Output Data Hydraulic Supply/Demand Graph
100 90
85
Pressure psi
80
77
70 60 50 40 30 20 10 0
0 1
2
3
4
5
6
7
8
9
10
Flowrate(x100) gpm
Adjusted Hydrant Data Static Pressure: 85 psi Test Residual Pressure: 77 psi Test Flow Rate: 202 gpm
Demand Point Data Calculated Residual Pressure: 89.08 psi Calculated Flow Rate: 394.44 gpm Excess Available Inflow Residual Pressure: -31.67 psi
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010
WESTERN AREA ADMIN MULTI-STOREY BUILDING Fire Hose System Reports
for
SAUDI ELECTRICITY COMPANY JEDDAH SAUDI ARABIA
Prepared By: RGC RADICON GULF CONSULT AL KHOBAR SAUDI ARABIA August, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 2
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
General Project Data Report General Data Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name:
WESTERN AREA ADMIN MULTISTOREY BUILDING RGC NFPA 14 SAUDI ELECTRICITY COMPANY JEDDAH
Date: Approving Agency: Phone: City, State Zip Code:
RADICON GULF CONSULT AL KHOBAR
Representative: City And State:
SAUDI ARABIA
WESTERN AREA ADMIN MULTISTOREY BUILDING
Building Owner:
SAUDI ELECTRICITY COMPANY
Contact at Building:
August, 2010 LOCAL JURISDICTION SAUDI ARABIA
Phone at Building:
Project Data Description Of Hazard: Design Area Of Water Application: Default Hose K-Factor: Inside Hose Stream Allowance: In Rack Sprinkler Allowance:
Light Hazard 2500 25.00 0.00 0.00
Hose Specifications Make: Size:
ft² K gpm gpm
GLOBE 2.5
Hose System Type: Wet Maximum Area Per Hose: 225 ft² Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm
Model: Temperature Rating:
G 0 F
Water Supply Test Data Source Of Information: Test Hydrant ID: Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Inflow Residual Pressure:
Date Of Test: 0 0.00 1027.14 0
ft gpm gpm psi
Static Pressure: Test Residual Pressure: Calculated Inflow Residual Pressure:
0.00 psi 0.00 psi 154.88 psi
Calculation Project Data Calculation Mode: HMD Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Hoses:
Active Version
Demand 100.00 psi 14 13 4
Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Hoses:
1000 Pipe Capacity
0.10 gpm/ft² 1 0
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 3
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Hose Input Data Node Input Data Area Group
Hose KFactor (K)
Pressure Estimate (psi)
Node Elevation (feet)
Fixed Discharge (gpm)
Hose
A
25.00
100.00
75.00
0.00
2
No Discharge
A
N/A
103.23
75.00
0.00
3
Hose
A
25.00
106.10
62.00
0.00
4
No Discharge
A
N/A
109.52
62.00
0.00
5
No Discharge
A
N/A
146.19
0.00
0.00
6
Hose
A
25.00
107.57
75.00
0.00
7
No Discharge
A
N/A
111.03
75.00
0.00
8
No Discharge
A
N/A
146.62
0.00
0.00
9
Hose
A
25.00
108.44
75.00
0.00
10
No Discharge
A
N/A
111.92
75.00
0.00
11
No Discharge
A
N/A
148.03
0.00
0.00
14
No Discharge
A
N/A
149.93
0.00
0.00
17
No Discharge
A
N/A
151.52
0.00
0.00
18
No Discharge
A
N/A
154.88
0.00
0.00
Node No.
Node Description
1
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 4
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Hose Input Data Pipe Input Data Nominal Diameter (inch)
Type Group
Fitting Data
Nominal Length (feet)
Fitting Length (feet)
SCHED 40 WET STEEL
2.500
0
TG
2.00
13.00
15.00
120
4
SCHED 40 WET STEEL
4.000
0
T
13.00
20.00
33.00
120
5
8
SCHED 40 WET STEEL
8.000
0
163.00
0.00
163.00
120
6
7
SCHED 40 WET STEEL
2.500
0
TG
2.00
13.00
15.00
120
7
8
SCHED 40 WET STEEL
4.000
0
4ETG
84.00
62.00
146.00
120
8
11
SCHED 40 WET STEEL
8.000
0
E
231.00
18.00
249.00
120
9
10
SCHED 40 WET STEEL
2.500
0
TG
2.00
13.00
15.00
120
10
11
SCHED 40 WET STEEL
4.000
0
4ETG
107.00
62.00
169.00
120
11
14
SCHED 40 WET STEEL
8.000
0
E
178.00
18.00
196.00
120
14
17
SCHED 40 WET STEEL
8.000
0
163.00
0.00
163.00
120
17
18
SCHED 40 WET STEEL
8.000
0
5EGC
197.00
149.00
346.00
120
3
4
SCHED 40 WET STEEL
2.500
0
TG
2.00
13.00
15.00
120
4
5
SCHED 40 WET STEEL
4.000
0
4ETG
71.00
62.00
133.00
120
Beg. Node
End. Node
Pipe Description
1
2
2
Active Version
1000 Pipe Capacity
Total CFactor Length (gpm/inch(feet) psi)
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 5
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Hose Output Data Group A Peak Node Groupings Output Data Pipe Segment Beg. End. Node Node
Pipe Type Group
Pipe Flow Rate (gpm)
Hose Flow At Beg. Node (gpm)
Fixed Flow Out (+) In (-) (gpm) (gpm)
Beg. Node Residual Pressure (psi)
Imbalance Flow At Beg. Node (gpm)
1
2
0
-250.00
250.00
0.00
0.00
100.00
0.00000
2 2
1 4
0 0
250.00 -250.00
0.00
0.00
0.00
103.23
0.00000
3
4
0
-257.52
257.52
0.00
0.00
106.10
0.00000
4 4 4
2 3 5
0 0 0
250.00 257.52 -507.52
0.00
0.00
0.00
109.52
0.00000
5 5
4 8
0 0
507.52 -507.52
0.00
0.00
0.00
146.19
0.00000
6
7
0
-259.29
259.29
0.00
0.00
107.57
0.00000
7 7
6 8
0 0
259.29 -259.29
0.00
0.00
0.00
111.03
0.00000
8 8 8
5 7 11
0 0 0
507.52 259.29 -766.81
0.00
0.00
0.00
146.62
0.00000
9
10
0
-260.33
260.33
0.00
0.00
108.44
0.00000
10 10
9 11
0 0
260.33 -260.33
0.00
0.00
0.00
111.92
11 11 11
8 10 14
0 0 0
766.81 260.33 -1027.14
0.00
0.00
0.00
148.03
0.00000
14 14
11 17
0 0
1027.14 -1027.14
0.00
0.00
0.00
149.93
0.00000
17 17
14 18
0 0
1027.14 -1027.14
0.00
0.00
0.00
151.52
0.00000
18
17
0
1027.14
0.00
0.00
0.00
154.88
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 6
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Hose Output Data Group A Peak Pipe Output Data Beg. End. Node
Nodal KFactor (K)
Elevation (feet)
Hose/Fix Discharge (gpm)
Nom. Dia. Residual Inside Dia. Pressure C-Value (psi)
Q (gpm) Velocity (fps)
F. L./ft (psi/ft) Fittings Type-Grp
Pipe-Len. Fit-Len. Tot-Len. (ft)
PF-(psi) PE-(psi) PV-(psi)
1 2
25.00 75.00 250.00 0.00 75.00 0.00 SCHED 40 WET STEEL
100.00 103.23
2.50 2.469 120
250.00 16.75
0.21557 TG 0
2.00 13.00 15.00
3.234 0.000 0.008
2 4
0.00 75.00 0.00 0.00 62.00 0.00 SCHED 40 WET STEEL
103.23 109.52
4.00 4.026 120
250.00 6.30
0.01993 T 0
13.00 20.00 33.00
0.658 5.629 0.001
3 4
25.00 62.00 257.52 0.00 62.00 0.00 SCHED 40 WET STEEL
106.10 109.52
2.50 2.469 120
257.52 17.26
0.22772 TG 0
2.00 13.00 15.00
3.416 0.000 0.008
4 5
0.00 62.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
109.52 146.19
4.00 4.026 120
507.52 12.79
0.07385 4ETG 0
71.00 62.00 133.00
9.823 26.846 0.002
6 7
25.00 75.00 259.29 0.00 75.00 0.00 SCHED 40 WET STEEL
107.57 111.03
2.50 2.469 120
259.29 17.38
0.23063 TG 0
2.00 13.00 15.00
3.459 0.000 0.008
5 8
0.00 0.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
146.19 146.62
8.00 7.981 120
507.52 3.25
0.00264 ----0
163.00 0.00 163.00
0.430 0.000 0.000
7 8
0.00 75.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
111.03 146.62
4.00 4.026 120
259.29 6.53
0.02132 4ETG 0
84.00 62.00 146.00
3.113 32.475 0.001
9 10
25.00 75.00 260.33 0.00 75.00 0.00 SCHED 40 WET STEEL
108.44 111.92
2.50 2.469 120
260.33 17.45
0.23235 TG 0
2.00 13.00 15.00
3.485 0.000 0.008
8 11
0.00 0.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
146.62 148.03
8.00 7.981 120
766.81 4.92
0.00566 E 0
231.00 18.00 249.00
1.409 0.000 0.000
10 11
0.00 75.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
111.92 148.03
4.00 4.026 120
260.33 6.56
0.02148 4ETG 0
107.00 62.00 169.00
3.630 32.475 0.001
11 14
0.00 0.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
148.03 149.93
8.00 7.981 120
1027.14 6.59
0.00972 E 0
178.00 18.00 196.00
1.905 0.000 0.000
14 17
0.00 0.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
149.93 151.52
8.00 7.981 120
1027.14 6.59
0.00972 ----0
163.00 0.00 163.00
1.584 0.000 0.000
17 18
0.00 0.00 0.00 0.00 0.00 0.00 SCHED 40 WET STEEL
151.52 154.88
8.00 7.981 120
1027.14 6.59
0.00972 5EGC 0
197.00 149.00 346.00
3.362 0.000 0.000
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 7
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Hose Output Data Group A Peak Hose Output Data Flowing Hose Node No.
Area Group Code
1 A 3 A 6 A 9 A Sub Totals For Group A
Hose KFactor (K)
Node Elevation (feet)
25.00 25.00 25.00 25.00
75.00 62.00 75.00 75.00
Residual Flowing Area Pressure (ft²) (psi) 100.00 106.10 107.57 108.44
Totals For All Groups
Active Version
1000 Pipe Capacity
Flowing Density (gpm/ft²)
Hose Discharge (gpm)
225.00 225.00 225.00 225.00 900.00
1.111 1.145 1.152 1.157 1.141
250.00 257.52 259.29 260.33 1027.14
900.00
1.141
1027.14
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 8
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Hose Output Summary Hydraulically Most Demanding Hose Node HMD Hose Node Number: HMD Actual Residual Pressure: HMD Actual GPM:
1 100.00 psi 250.00 gpm
Hose Summary Hose System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Hose: Hose Flow: Average Hose Flow:
Wet 2500.00 0.100 0.411 625.00 1027.14 256.79
ft² gpm/ft² gpm/ft² ft² gpm gpm
Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 9 - 10 ) Maximum Velocity Pressure ( In Pipe 9 - 10 ) Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance:
17.45 ft/sec 0.01 psi 0.0100 0.0000 0.0000 0.0000 0.0000
psi psi psi gpm gpm
Overall Network Summary Number Of Unique Pipe Sections: Number Of Flowing Hoses: Hose Flow: Fixed Flow: Total System Demand Flow: Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node:
Active Version
13 4 1027.14 gpm 0.00 gpm 1027.14 gpm 154.88 psi 1027.14 gpm
1000 Pipe Capacity
Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Redicon Gulf Consult STOREY BUILDING Page 9
Elite Software Development, Inc. WESTERN AREA ADMIN MULTI-
Fire Hose Output Data Hydraulic Supply/Demand Graph
200 180
Pressure psi
160 140 120 100 80 60 39 40 38 20 6 0 2
4
6
8
10
12
14
16
18
20
Flowrate(x100) gpm
Adjusted Hydrant Data Static Pressure: 0 psi Test Residual Pressure: 0 psi Test Flow Rate: 0 gpm
Demand Point Data Calculated Residual Pressure: 154.88 psi Calculated Flow Rate: 1027.14 gpm Excess Available Inflow Residual Pressure: -154.88 psi
Active Version
1000 Pipe Capacity
Saturday, October 23, 2010