Fire Sprinkler System Report

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

Hydrant Elevation: 0 ft Static Pressure: 85.00 psiTest Flow Rate: 202.00 gpm Test Residual Pressure: 77.00 psiCalculated System Flow Rate: 394.44 gpm Calculated Inflow Residual Pressure: 89.08 psiAvailable Inflow Residual Pressure: 57.41 psi

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




Node Input Data (cont'd)

Node No. Node Description Area Group SprinklerKFactor (K)


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




Pipe Input Data

Beg.Node

End.Node Pipe Description

NominalDiameter

(inch)

TypeGroup

FittingData

NominalLength

(feet)

FittingLength

(feet)

TotalLength

(feet)

CFactor(gpm/inch-

psi)

1 3 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 T 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 T 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 T 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




Pipe Input Data (cont'd)

Beg.Node


NominalDiameter

(inch)

TypeGroup

FittingData

NominalLength

(feet)

FittingLength

(feet)

TotalLength

(feet)

CFactor(gpm/inch-

psi)

28 29 SCHED 40 WET STEEL 6.000 0 2EGC 98.00 63.00 161.00 120

29 30 SCHED 40 WET STEEL 8.000 0 5E4TGC 614.00 289.00 903.00 120



Fire Sprinkler Output Data

Group Peak Node Groupings Output DataPipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node ImbalanceBeg.

NodeEnd.

NodeType

GroupFlow Rate

(gpm)At Beg. Node

(gpm)Out (+)(gpm)

In (-)(gpm)

ResidualPressure (psi)

Flow At Beg.Node (gpm)

1 3 0 0.00 250.00 0.00 0.00 100.00 0.00000

2 3 0 0.00 0.00 0.00 0.00 103.23

3 1 0 0.00 0.00 0.00 0.00 106.103 2 0 0.003 7 0 0.00

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 4 0 0.00 0.00 0.00 0.00 107.57 0.000006 5 0 0.006 7 0 -259.29

7 3 0 0.00 0.00 0.00 0.00 111.03 0.000007 6 0 259.297 8 0 -259.29

8 7 0 259.29 0.00 0.00 0.00 146.62 0.000008 16 0 0.00

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 9 0 0.00 0.00 0.00 0.00 148.03 0.0000011 10 0 260.3311 15 0 0.00

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 12 0 0.00 0.00 0.00 0.00 149.9314 13 0 0.0014 15 0 0.00

15 11 0 0.00 0.00 0.00 0.00 25.4115 14 0 0.0015 16 0 0.00

16 8 0 0.00 0.00 0.00 0.00 26.7016 15 0 0.0016 24 0 0.00

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 0.00000

19 17 0 0.00 0.00 0.00 0.00 19.8519 18 0 0.0019 23 0 0.00




Group Peak Node Groupings Output DataPipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node ImbalanceBeg.

NodeEnd.

NodeType

GroupFlow Rate

(gpm)At Beg. Node

(gpm)Out (+)(gpm)

In (-)(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 20 0 0.00 0.00 0.00 0.00 22.7322 21 0 0.0022 23 0 0.00

23 19 0 0.00 0.00 0.00 0.00 26.6423 22 0 0.0023 24 0 0.00

24 16 0 0.00 0.00 0.00 0.00 27.9724 23 0 0.0024 25 0 0.00

25 24 0 0.00 0.00 0.00 0.00 39.6525 26 0 0.00

26 25 0 0.00 0.00 100.00 0.00 44.37 0.0000026 27 0 0.00

27 26 0 0.00 0.00 0.00 0.00 47.5227 28 0 0.00

28 27 0 0.00 0.00 0.00 0.00 81.3728 29 0 0.00

29 28 0 0.00 0.00 0.00 0.00 87.5829 30 0 0.00

30 29 0 0.00 0.00 0.00 0.00 154.88




Group Peak Pipe Output Data

Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)

Nom. Dia.Inside Dia.

C-Value

Q (gpm)Velocity

(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)

PF-(psi)PE-(psi)PV-(psi)

1 5.60 86.00 22.50 16.14 1.00 22.50 0.16188 12.00 3.0763 0.00 87.30 0.00 18.66 1.049 8.35 ET 7.00 -0.563

SCHED 40 WET STEEL 120 0 19.00 0.021

2 5.60 86.00 24.36 18.92 1.00 24.36 0.18748 1.60 0.3003 0.00 87.30 0.00 18.66 1.049 9.04 ----- 0.00 -0.563

SCHED 40 WET STEEL 120 0 1.60 0.023

4 5.60 86.00 24.06 18.45 1.00 24.06 0.18321 12.00 3.4816 0.00 87.30 0.00 21.37 1.049 8.93 ET 7.00 -0.563

SCHED 40 WET STEEL 120 0 19.00 0.022

5 5.60 86.00 26.02 21.60 1.00 26.02 0.21190 1.60 0.3396 0.00 87.30 0.00 21.37 1.049 9.66 ----- 0.00 -0.563

SCHED 40 WET STEEL 120 0 1.60 0.024WARNING: Maximum friction loss exceeded for this pipe

3 0.00 87.30 0.00 18.66 1.00 46.86 0.62900 5.20 6.4167 0.00 87.30 0.00 25.07 1.049 17.39 T 5.00 0.000


6 0.00 87.30 0.00 21.37 1.00 50.08 0.71139 5.20 3.6997 0.00 87.30 0.00 25.07 1.049 18.59 ----- 0.00 0.000


7 0.00 87.30 0.00 25.07 2.00 96.94 0.08877 1.00 0.9768 0.00 86.60 0.00 26.35 2.067 9.27 T 10.00 0.303

SCHED 40 WET STEEL 120 0 11.00 0.006

9 5.60 86.00 22.65 16.36 1.00 22.65 0.16392 12.00 3.11411 0.00 87.30 0.00 18.91 1.049 8.41 ET 7.00 -0.563

SCHED 40 WET STEEL 120 0 19.00 0.021

10 5.60 86.00 24.52 19.17 1.00 24.52 0.18981 1.60 0.30411 0.00 87.30 0.00 18.91 1.049 9.10 ----- 0.00 -0.563

SCHED 40 WET STEEL 120 0 1.60 0.023

12 5.60 86.00 24.22 18.70 1.00 24.22 0.18550 12.00 3.52414 0.00 87.30 0.00 21.66 1.049 8.99 ET 7.00 -0.563

SCHED 40 WET STEEL 120 0 19.00 0.022

13 5.60 86.00 26.20 21.88 1.00 26.20 0.21451 1.60 0.34314 0.00 87.30 0.00 21.66 1.049 9.73 ----- 0.00 -0.563


11 0.00 87.30 0.00 18.91 1.00 47.17 0.63686 5.20 6.49615 0.00 87.30 0.00 25.41 1.049 17.51 T 5.00 0.000






Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Discharge(gpm)

ResidualPressure

(psi)


C-Value

Q (gpm)Velocity

(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


14 0.00 87.30 0.00 21.66 1.00 50.42 0.72021 5.20 3.74515 0.00 87.30 0.00 25.41 1.049 18.72 ----- 0.00 0.000


8 0.00 86.60 0.00 26.35 3.00 96.94 0.01297 12.00 0.35016 0.00 86.60 0.00 26.70 3.068 4.21 T 15.00 0.000

120 0 27.00 0.001

15 0.00 87.30 0.00 25.41 2.00 97.59 0.08987 1.00 0.98916 0.00 86.60 0.00 26.70 2.067 9.33 T 10.00 0.303

120 0 11.00 0.006

17 5.60 86.00 23.20 17.16 1.00 23.20 0.17128 12.00 3.25419 0.00 87.30 0.00 19.85 1.049 8.61 ET 7.00 -0.563

120 0 19.00 0.022

18 5.60 86.00 25.10 20.10 1.00 25.10 0.19824 1.60 0.31719 0.00 87.30 0.00 19.85 1.049 9.32 ----- 0.00 -0.563

120 0 1.60 0.023

20 5.60 86.00 24.80 19.61 1.00 24.80 0.19377 12.00 3.68222 0.00 87.30 0.00 22.73 1.049 9.21 ET 7.00 -0.563

120 0 19.00 0.023

21 5.60 86.00 26.82 22.93 1.00 26.82 0.22397 1.60 0.35822 0.00 87.30 0.00 22.73 1.049 9.95 ----- 0.00 -0.563

120 0 1.60 0.025WARNING: Maximum friction loss exceeded for this pipe

19 0.00 87.30 0.00 19.85 1.00 48.30 0.66532 5.20 6.78623 0.00 87.30 0.00 26.64 1.049 17.93 T 5.00 0.000


22 0.00 87.30 0.00 22.73 1.00 51.61 0.75215 5.20 3.91123 0.00 87.30 0.00 26.64 1.049 19.16 ----- 0.00 0.000


16 0.00 86.60 0.00 26.70 3.00 194.53 0.04705 12.00 1.27024 0.00 86.60 0.00 27.97 3.068 8.44 T 15.00 0.000

120 0 27.00 0.002

23 0.00 87.30 0.00 26.64 2.00 99.91 0.09387 1.00 1.03324 0.00 86.60 0.00 27.97 2.067 9.55 T 10.00 0.303

120 0 11.00 0.006

24 0.00 86.60 0.00 27.97 3.00 294.44 0.10131 77.00 11.54925 0.00 86.30 0.00 39.65 3.068 12.78 E2T 37.00 0.130

120 0 114.00 0.004

25 0.00 86.30 0.00 39.65 4.00 294.44 0.02697 135.00 4.720





Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Discharge(gpm)

ResidualPressure

(psi)


C-Value

Q (gpm)Velocity

(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


26 0.00 86.30 100.00 44.37 4.026 7.42 2ET 40.00 0.000120 0 175.00 0.001

26 0.00 86.30 100.00 44.37 5.00 394.44 0.01541 138.00 3.14427 0.00 86.30 0.00 47.52 5.047 6.33 ETGC 66.00 0.000

120 0 204.00 0.001

27 0.00 86.30 0.00 47.52 6.00 394.44 0.00630 76.00 1.68828 0.00 12.00 0.00 81.37 6.065 4.38 3E5T 192.00 32.172

120 0 268.00 0.000

28 0.00 12.00 0.00 81.37 6.00 394.44 0.00630 98.00 1.01429 0.00 0.00 0.00 87.58 6.065 4.38 2EGC 63.00 5.196

120 0 161.00 0.000

29 0.00 0.00 0.00 87.58 8.00 394.44 0.00165 614.00 1.49430 0.00 0.00 0.00 89.08 7.981 2.53 5E4TGC 289.00 0.000

120 0 903.00 0.000




Group Peak Sprinkler Output DataFlowing

SprinklerNode No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

Flowing Area(ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

1 5.60 86.00 100.00 225.00 0.100 250.00Sub Totals For Non-Group 225.00 1.111 250.00












Totals For All Groups 2700.00 0.119 637.47



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

Sprinkler Flow: 294.44 gpmNon-Sprinkler Flow: 100.00 gpmTotal System Demand Flow: 394.44 gpm

Minimum Required Residual Pressure At System InflowNode: 89.08 psi

Demand Flow At System Inflow Node: 394.44 gpm




Hydraulic Supply/Demand Graph

Pres

sure

psi

Flowrate(x100) gpm

85

77

00

10

20

30

40

50

60

70

80

90

100

1 2 3 4 5 6 7 8 9 10

Adjusted Hydrant DataStatic Pressure: 85 psiTest Residual Pressure: 77 psiTest Flow Rate: 202 gpm

Demand Point DataCalculated Residual Pressure: 89.08 psiCalculated Flow Rate: 394.44 gpmExcess Available Inflow Residual Pressure: -31.67 psi



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:

Hydrant Elevation: 0 ft Static Pressure: 0.00 psiTest Flow Rate: 0.00 gpm Test Residual Pressure: 0.00 psiCalculated System Flow Rate: 1027.14 gpm Calculated Inflow Residual Pressure: 154.88 psiAvailable Inflow Residual Pressure: 0 psi

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



Fire Hose Input Data

Node Input Data

Node No. Node Description Area Group Hose KFactor(K)


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



Fire Hose Input Data

Pipe Input Data

Beg.Node


NominalDiameter

(inch)

TypeGroup

FittingData

NominalLength

(feet)

FittingLength

(feet)

TotalLength

(feet)

CFactor(gpm/inch-

psi)

1 2 SCHED 40 WET STEEL 2.500 0 TG 2.00 13.00 15.00 120

2 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


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



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





Fire Hose Output Data

Group A Peak Node Groupings Output DataPipe Segment Pipe Pipe Hose Flow Fixed Flow Beg. Node ImbalanceBeg.

NodeEnd.

NodeType

GroupFlow Rate

(gpm)At Beg. Node

(gpm)Out (+)(gpm)

In (-)(gpm)



1 2 0 -250.00 250.00 0.00 0.00 100.00 0.00000

2 1 0 250.00 0.00 0.00 0.00 103.23 0.000002 4 0 -250.00

3 4 0 -257.52 257.52 0.00 0.00 106.10 0.00000

4 2 0 250.00 0.00 0.00 0.00 109.52 0.000004 3 0 257.524 5 0 -507.52

5 4 0 507.52 0.00 0.00 0.00 146.19 0.000005 8 0 -507.52

6 7 0 -259.29 259.29 0.00 0.00 107.57 0.00000

7 6 0 259.29 0.00 0.00 0.00 111.03 0.000007 8 0 -259.29

8 5 0 507.52 0.00 0.00 0.00 146.62 0.000008 7 0 259.298 11 0 -766.81

9 10 0 -260.33 260.33 0.00 0.00 108.44 0.00000

10 9 0 260.33 0.00 0.00 0.00 111.9210 11 0 -260.33

11 8 0 766.81 0.00 0.00 0.00 148.03 0.0000011 10 0 260.3311 14 0 -1027.14

14 11 0 1027.14 0.00 0.00 0.00 149.93 0.0000014 17 0 -1027.14

17 14 0 1027.14 0.00 0.00 0.00 151.52 0.0000017 18 0 -1027.14

18 17 0 1027.14 0.00 0.00 0.00 154.88




Group A Peak Pipe Output Data

Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Hose/FixDischarge

(gpm)

ResidualPressure

(psi)


C-Value

Q (gpm)Velocity

(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)


1 25.00 75.00 250.00 100.00 2.50 250.00 0.21557 2.00 3.2342 0.00 75.00 0.00 103.23 2.469 16.75 TG 13.00 0.000

SCHED 40 WET STEEL 120 0 15.00 0.008

2 0.00 75.00 0.00 103.23 4.00 250.00 0.01993 13.00 0.6584 0.00 62.00 0.00 109.52 4.026 6.30 T 20.00 5.629

SCHED 40 WET STEEL 120 0 33.00 0.001

3 25.00 62.00 257.52 106.10 2.50 257.52 0.22772 2.00 3.4164 0.00 62.00 0.00 109.52 2.469 17.26 TG 13.00 0.000

SCHED 40 WET STEEL 120 0 15.00 0.008

4 0.00 62.00 0.00 109.52 4.00 507.52 0.07385 71.00 9.8235 0.00 0.00 0.00 146.19 4.026 12.79 4ETG 62.00 26.846

SCHED 40 WET STEEL 120 0 133.00 0.002

6 25.00 75.00 259.29 107.57 2.50 259.29 0.23063 2.00 3.4597 0.00 75.00 0.00 111.03 2.469 17.38 TG 13.00 0.000

SCHED 40 WET STEEL 120 0 15.00 0.008

5 0.00 0.00 0.00 146.19 8.00 507.52 0.00264 163.00 0.4308 0.00 0.00 0.00 146.62 7.981 3.25 ----- 0.00 0.000

SCHED 40 WET STEEL 120 0 163.00 0.000

7 0.00 75.00 0.00 111.03 4.00 259.29 0.02132 84.00 3.1138 0.00 0.00 0.00 146.62 4.026 6.53 4ETG 62.00 32.475

SCHED 40 WET STEEL 120 0 146.00 0.001

9 25.00 75.00 260.33 108.44 2.50 260.33 0.23235 2.00 3.48510 0.00 75.00 0.00 111.92 2.469 17.45 TG 13.00 0.000

SCHED 40 WET STEEL 120 0 15.00 0.008

8 0.00 0.00 0.00 146.62 8.00 766.81 0.00566 231.00 1.40911 0.00 0.00 0.00 148.03 7.981 4.92 E 18.00 0.000

SCHED 40 WET STEEL 120 0 249.00 0.000

10 0.00 75.00 0.00 111.92 4.00 260.33 0.02148 107.00 3.63011 0.00 0.00 0.00 148.03 4.026 6.56 4ETG 62.00 32.475

SCHED 40 WET STEEL 120 0 169.00 0.001

11 0.00 0.00 0.00 148.03 8.00 1027.14 0.00972 178.00 1.90514 0.00 0.00 0.00 149.93 7.981 6.59 E 18.00 0.000

SCHED 40 WET STEEL 120 0 196.00 0.000

14 0.00 0.00 0.00 149.93 8.00 1027.14 0.00972 163.00 1.58417 0.00 0.00 0.00 151.52 7.981 6.59 ----- 0.00 0.000

SCHED 40 WET STEEL 120 0 163.00 0.000

17 0.00 0.00 0.00 151.52 8.00 1027.14 0.00972 197.00 3.36218 0.00 0.00 0.00 154.88 7.981 6.59 5EGC 149.00 0.000

SCHED 40 WET STEEL 120 0 346.00 0.000




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



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

Hose Flow: 1027.14 gpmFixed Flow: 0.00 gpmTotal System Demand Flow: 1027.14 gpm

Minimum Required Residual Pressure At System InflowNode: 154.88 psi

Demand Flow At System Inflow Node: 1027.14 gpm




Hydraulic Supply/Demand Graph

Pres

sure

psi

Flowrate(x100) gpm

3938

6

0

20

40

60

80

100

120

140

160

180

200

2 4 6 8 10 12 14 16 18 20

Adjusted Hydrant DataStatic Pressure: 0 psiTest Residual Pressure: 0 psiTest Flow Rate: 0 gpm

Demand Point DataCalculated Residual Pressure: 154.88 psiCalculated Flow Rate: 1027.14 gpmExcess Available Inflow Residual Pressure: -154.88 psi



Fire Sprinkler System Report

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