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
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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 BUILDINGFire Sprinkler Reports
for
SAUDI ELECTRICITY COMPANY
JEDDAHSAUDI ARABIA
Prepared By:
RGCRADICON GULF CONSULT
AL KHOBARSAUDI ARABIA
September 2010
General Project Data Report
General DataProject Title: WESTERN AREA ADMIN MULTI-
STOREY BUILDINGDesigned By: RGC Date: September 2010Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTIONClient Name: SAUDI ELECTRICITY COMPANY Phone:Address: JEDDAH City, State Zip Code: SAUDI ARABIACompany Name: RADICON GULF CONSULT Representative:Company Address: AL KHOBAR City And State: SAUDI ARABIAPhone:
Building Name: WESTERN AREA ADMIN MULTI-STOREY BUILDING Building Owner: SAUDI ELECTRICITY COMPANY
Contact at Building: Phone at Building:
Project DataDescription Of Hazard: Light Hazard Sprinkler System Type: WetDesign Area Of Water Application: 2500 ft² Maximum Area Per Sprinkler: 225 ft²Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 WET STEELInside Hose Stream Allowance: 50.00 gpm Outside Hose Stream Allowance: 0.00 gpmIn Rack Sprinkler Allowance: 0.00 gpm
Sprinkler SpecificationsMake: GLOBE Model: GSize: 1 Temperature Rating: 160 FNONE
Water Supply Test DataSource Of Information: LOCAL FIRE MARSHALTest Hydrant ID: 3B Date Of Test: DECEMBER 15, 1992
Calculation Project DataCalculation Mode: DemandHMD Minimum Residual Pressure: 15.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psiNumber Of Active Nodes: 30Number Of Active Pipes: 29 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 12 Number Of Inactive Sprinklers: 0
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 2
Fire Sprinkler Input Data
Node Input Data
Node No. Node Description Area Group SprinklerKFactor (K)
PressureEstimate (psi)
NodeElevation
(feet)
Non-SprinklerDischarge
(gpm)
1 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
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 3
Fire Sprinkler Input Data
Node Input Data (cont'd)
Node No. Node Description Area Group SprinklerKFactor (K)
PressureEstimate (psi)
NodeElevation
(feet)
Non-SprinklerDischarge
(gpm)
28 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
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 4
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 5
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 6
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 7
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 8
SCHED 40 WET STEEL 120 0 10.20 0.044WARNING: Maximum friction loss exceeded for this pipe
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 9
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 10
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 11
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 12
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler NodeHMD Sprinkler Node Number: 1HMD Actual Residual Pressure: 16.14 psiHMD Actual GPM: 22.50 gpm
Sprinkler SummarySprinkler System Type: Wet Specified Area Of Application: 2500.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.118 gpm/ft²Application Average Area Per Sprinkler: 208.33 ft²Sprinkler Flow: 294.44 gpmAverage Sprinkler Flow: 24.54 gpm
Flow Velocity And Imbalance SummaryMaximum Flow Velocity ( In Pipe 10 - 11 ) 96.64 ft/secMaximum Velocity Pressure ( In Pipe 10 - 11 ) 0.24 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psiActual Maximum Nodal Pressure Imbalance: 0.0000 psiActual Average Nodal Pressure Imbalance: 0.0000 psiActual Maximum Nodal Flow Imbalance: 0.0000 gpmActual Average Nodal Flow Imbalance: 0.0000 gpm
Overall Network SummaryNumber Of Unique Pipe Sections: 29Number Of Flowing Sprinklers: 7
Minimum Required Residual Pressure At System InflowNode: 89.08 psi
Demand Flow At System Inflow Node: 394.44 gpm
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 13
Demand Point DataCalculated Residual Pressure: 89.08 psiCalculated Flow Rate: 394.44 gpmExcess Available Inflow Residual Pressure: -31.67 psi
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 14
WESTERN AREA ADMIN MULTI-STOREY BUILDINGFire Hose System Reports
for
SAUDI ELECTRICITY COMPANY
JEDDAHSAUDI ARABIA
Prepared By:
RGCRADICON GULF CONSULT
AL KHOBARSAUDI ARABIA
August, 2010
General Project Data Report
General DataProject Title: WESTERN AREA ADMIN MULTI-
STOREY BUILDINGDesigned By: RGC Date: August, 2010Code Reference: NFPA 14 Approving Agency: LOCAL JURISDICTIONClient Name: SAUDI ELECTRICITY COMPANY Phone:Address: JEDDAH City, State Zip Code: SAUDI ARABIA
Company Name: RADICON GULF CONSULT Representative:Company Address: AL KHOBAR City And State: SAUDI ARABIAPhone:Building Name: WESTERN AREA ADMIN MULTI-
STOREY BUILDING Building Owner: SAUDI ELECTRICITY COMPANY
Contact at Building: Phone at Building:
Project DataDescription Of Hazard: Light Hazard Hose System Type: WetDesign Area Of Water Application: 2500 ft² Maximum Area Per Hose: 225 ft²Default Hose K-Factor: 25.00 K Default Pipe Material: SCHED 40 WET STEELInside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpmIn Rack Sprinkler Allowance: 0.00 gpm
Hose SpecificationsMake: GLOBE Model: GSize: 2.5 Temperature Rating: 0 F
Water Supply Test DataSource Of Information:Test Hydrant ID: Date Of Test:
Calculation Project DataCalculation Mode: DemandHMD Minimum Residual Pressure: 100.00 psi Minimum Desired Flow Density: 0.10 gpm/ft²Number Of Active Nodes: 14Number Of Active Pipes: 13 Number Of Inactive Pipes: 1Number Of Active Hoses: 4 Number Of Inactive Hoses: 0
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 2
Fire Hose Input Data
Node Input Data
Node No. Node Description Area Group Hose KFactor(K)
PressureEstimate (psi)
NodeElevation
(feet)
FixedDischarge
(gpm)
1 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
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 3
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 4
Fire Hose Output Data
Group A Peak Node Groupings Output DataPipe Segment Pipe Pipe Hose Flow Fixed Flow Beg. Node ImbalanceBeg.
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 5
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 6
Fire Hose Output Data
Group A Peak Hose Output DataFlowing
Hose NodeNo.
Area GroupCode
HoseKFactor (K)
NodeElevation
(feet)
ResidualPressure
(psi)
Flowing Area(ft²)
FlowingDensity
(gpm/ft²)
HoseDischarge
(gpm)
1 A 25.00 75.00 100.00 225.00 1.111 250.003 A 25.00 62.00 106.10 225.00 1.145 257.526 A 25.00 75.00 107.57 225.00 1.152 259.299 A 25.00 75.00 108.44 225.00 1.157 260.33
Sub Totals For Group A 900.00 1.141 1027.14
Totals For All Groups 900.00 1.141 1027.14
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 7
Fire Hose Output Summary
Hydraulically Most Demanding Hose NodeHMD Hose Node Number: 1HMD Actual Residual Pressure: 100.00 psiHMD Actual GPM: 250.00 gpm
Hose SummaryHose System Type: Wet Specified Area Of Application: 2500.00 ft²Minimum Desired Density: 0.100 gpm/ft²Application Average Density: 0.411 gpm/ft²Application Average Area Per Hose: 625.00 ft²Hose Flow: 1027.14 gpmAverage Hose Flow: 256.79 gpm
Flow Velocity And Imbalance SummaryMaximum Flow Velocity ( In Pipe 9 - 10 ) 17.45 ft/secMaximum Velocity Pressure ( In Pipe 9 - 10 ) 0.01 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psiActual Maximum Nodal Pressure Imbalance: 0.0000 psiActual Average Nodal Pressure Imbalance: 0.0000 psiActual Maximum Nodal Flow Imbalance: 0.0000 gpmActual Average Nodal Flow Imbalance: 0.0000 gpm
Overall Network SummaryNumber Of Unique Pipe Sections: 13Number Of Flowing Hoses: 4
Minimum Required Residual Pressure At System InflowNode: 154.88 psi
Demand Flow At System Inflow Node: 1027.14 gpm
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 8
Demand Point DataCalculated Residual Pressure: 154.88 psiCalculated Flow Rate: 1027.14 gpmExcess Available Inflow Residual Pressure: -154.88 psi
Active Version 1000 Pipe Capacity Saturday, October 23, 2010
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Redicon Gulf Consult WESTERN AREA ADMIN MULTI-STOREY BUILDING Page 9