Document 1

LOOP SPRINKLER SYSTEMFire Sprinkler Reports

for

EMPRESAS ABC

David, Chiriqui

Prepared By:

Ing. J. Villarreal

Greenfire solutions

Panama

228 2463

09/02/2015

Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.Elite Software Development Loop sprinkler systemCollege Station, TX 77845-4491

General Project Data Report

General Data

Project Title: Loop sprinkler system Project File Name: Jaime 1..fiwDesigned By: Ing. J. Villarreal Date: 09/02/2015Code Reference: NFPA 13, 16 Approving Agency: Panama FDClient Name: EMPRESAS ABC Phone: 507 234 1234Address: David, Chiriqui City, State Zip Code:Company Name: Greenfire solutions Representative: Jaime VillarrealCompany Address: Panama City And State:Phone: 228 2463Building Name: Tanque No.1 Building Owner: Juan de DiosContact at Building: Phone at Building:Address Of Building: City, State Zip Code:

Project Data

Description Of Hazard: Ex. Haz. Gp. 1 Sprinkler System Type: DryDesign Area Of Water Application: 2500 ft² Maximum Area Per Sprinkler: 100 ft²Default Sprinkler K-Factor: 7.20 K Default Pipe Material: SCHED 40 STEEL,DRYInside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpmIn Rack Sprinkler Allowance: 0.00 gpm

Sprinkler SpecificationsMake: VIKING Model: ESize: 1/2 Temperature Rating: 212 F

Water Supply Test Data

Source 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: 496.39 gpm Calculated Inflow Residual Pressure: 71.33 psi

Calculation Project Data

Calculation Mode: DemandHMD Minimum Residual Pressure: 60.00 psi Minimum Desired Flow Density: 0.30 gpm/ft²Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psiNumber Of Active Nodes: 10Number Of Active Pipes: 10 Number Of Inactive Pipes: 0Number Of Active Sprinklers: 7 Number Of Inactive Sprinklers: 060 psig en el mas desfavorable

C:\Users\User\Documents\Elite Software\Fire 6 Projects\Jaime 1..fiw miércoles, 02 de septiembre de 2015, 5:03 p.m.


Fire Sprinkler Input Data

Node Input Data

Node No.

Node DescriptionBranch Description

Area GroupBranch Dia.

(in)

SprinklerKFactor (K)

Branch Len.(ft)

PressureEstimate (psi)

Branch StndFittings

Node Elev (ft)Branch Non-Stnd Fittings

(ft)

Non-SprinklerFlow (gpm)

Branch SprkKFactor (K)

10No Discharge----

----0.000

N/A0.0

71.33----

0.000.0

0.000.00

20No Discharge----

----0.000

N/A0.0

64.81----

0.000.0

0.000.00

30Sprinkler----

----0.000

7.200.0

63.47----

0.000.0

0.000.00

40Sprinkler----

----0.000

7.200.0

60.90----

0.000.0

0.000.00

50Sprinkler----

----0.000

7.200.0

60.17----

0.000.0

0.000.00

60Sprinkler----

----0.000

7.200.0

60.00----

0.000.0

0.000.00

70Sprinkler----

----0.000

7.200.0

61.64----

0.000.0

0.000.00

80Sprinkler----

----0.000

7.200.0

62.84----

0.000.0

0.000.00

90Sprinkler----

----0.000

7.200.0

64.05----

0.000.0

0.000.00

100Non-Sprinkler----

----0.000

N/A0.0

59.49----

0.000.0

100.000.00



Fire Sprinkler Input Data

Pipe Input Data

Beg. Node

End. Node

Pipe DescriptionNominal

Diameter(inch)

TypeGroup

FittingData

NominalLength

(feet)

FittingLength

(feet)

TotalLength

(feet)

CFactor(gpm/inc

h-psi)

10 20 SCHED 40 STEEL,DRY 4.000 0 C 50.00 15.60 65.60 100

20 30 SCHED 40 STEEL,DRY 3.000 0 10.00 0.00 10.00 100

90 20 SCHED 40 STEEL,DRY 3.000 0 10.00 0.00 10.00 100

30 40 SCHED 40 STEEL,DRY 2.500 0 10.00 0.00 10.00 100

40 100 SCHED 40 STEEL,DRY 2.000* 0 G 10.0 0.7 10.7 100

40 50 SCHED 40 STEEL,DRY 2.000* 0 10.0 0.0 10.0 100

50 60 SCHED 40 STEEL,DRY 1.500* 0 10.0 0.0 10.0 100

60 70 SCHED 40 STEEL,DRY 1.250* 0 10.0 0.0 10.0 100

70 80 SCHED 40 STEEL,DRY 2.000* 0 10.0 0.0 10.0 100

80 90 SCHED 40 STEEL,DRY 2.500* 0 10.0 0.0 10.0 100* Indicates the pipe section was autosized.



Fire Sprinkler Output Data

Overall Node Groupings Output Data

Pipe 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)

10 20 0 496.39 0.00 0.00 -496.39 71.33

20 10 0 -496.39 0.00 0.00 0.00 64.81 0.0000020 30 0 286.3320 90 0 210.06

30 20 0 -286.33 57.36 0.00 0.00 63.47 0.0000030 40 0 228.97

40 30 0 -228.97 56.19 0.00 0.00 60.90 0.0000040 100 0 100.0040 50 0 72.78

50 40 0 -72.78 55.85 0.00 0.00 60.17 0.0000050 60 0 16.94

60 50 0 -16.94 55.77 0.00 0.00 60.00 0.0000060 70 0 -38.84

70 60 0 38.84 56.53 0.00 0.00 61.64 0.0000070 80 0 -95.36

80 70 0 95.36 57.08 0.00 0.00 62.84 0.0000080 90 0 -152.44

90 20 0 -210.06 57.62 0.00 0.00 64.05 0.0000090 80 0 152.44

100 40 0 -100.00 0.00 100.00 0.00 59.49 0.00000




Overall Pipe Output Data

Beg.End.

Node

NodalKFactor

(K)

Elevation(feet)

Spk/HoseDischarge

(gpm)

ResidualPressure

(psi)

Nom. Dia.Inside Dia.

C-Value

q (gpm)Q (gpm)Velocity

(fps)

F. L./ft(psi/ft)

FittingsType-Grp

Pipe-Len.Fit-Len.

Tot-Len.(ft)

PF-(psi)PE-(psi)PT-(psi)

10 0.00 0.00 0.00 71.33 4.00 0.00 0.09932 50.00 6.51620 0.00 0.00 0.00 64.81 4.026 496.39 C 15.60 0.000

SCHED 40 STEEL,DRY 100 12.51 0 65.60 6.516

20 0.00 0.00 0.00 64.81 3.00 57.36 0.13480 10.00 1.34830 7.20 0.00 57.36 63.47 3.068 286.33 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 12.43 0 10.00 1.348

90 7.20 0.00 57.62 64.05 3.00 57.62 0.07600 10.00 0.76020 0.00 0.00 0.00 64.81 3.068 210.06 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 9.12 0 10.00 0.760

30 7.20 0.00 57.36 63.47 2.50 56.19 0.25673 10.00 2.56740 7.20 0.00 56.19 60.90 2.469 228.97 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 15.34 0 10.00 2.567

40 7.20 0.00 56.19 60.90 2.00 100.00 0.13174 10.00 1.410100 0.00 0.00 100.00 59.49 2.067 100.00 G 0.70 0.000

SCHED 40 STEEL,DRY 100 9.56 0 10.70 1.410

40 7.20 0.00 56.19 60.90 2.00 55.85 0.07319 10.00 0.73250 7.20 0.00 55.85 60.17 2.067 72.78 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 6.96 0 10.00 0.732

50 7.20 0.00 55.85 60.17 1.50 16.94 0.01665 10.00 0.16660 7.20 0.00 55.77 60.00 1.610 16.94 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 2.67 0 10.00 0.166

60 7.20 0.00 55.77 60.00 1.25 38.84 0.16377 10.00 1.63870 7.20 0.00 56.53 61.64 1.380 38.84 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 8.33 0 10.00 1.638

70 7.20 0.00 56.53 61.64 2.00 56.53 0.12066 10.00 1.20780 7.20 0.00 57.08 62.84 2.067 95.36 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 9.12 0 10.00 1.207

80 7.20 0.00 57.08 62.84 2.50 57.08 0.12095 10.00 1.20990 7.20 0.00 57.62 64.05 2.469 152.44 ----- 0.00 0.000

SCHED 40 STEEL,DRY 100 10.22 0 10.00 1.209




Overall Sprinkler Output Data

FlowingSprinkler

Node No.

Area GroupCode

SprinklerKFactor (K)

SprinklerElevation

(feet)

ResidualPressure

(psi)

FlowingArea (ft²)

FlowingDensity

(gpm/ft²)

SprinklerDischarge

(gpm)

30 7.20 0.00 63.47 100.00 0.574 57.36Sub Totals For Non-Group 100.00 0.574 57.36







Totals For All Groups 700.00 0.566 396.39



Fire Sprinkler Output Summary

Hydraulically Most Demanding Sprinkler Node

HMD Sprinkler Node Number: 60HMD Actual Residual Pressure: 60.00 psiHMD Actual GPM: 55.77 gpm

Sprinkler Summary

Sprinkler System Type: Dry Specified Area Of Application: 2500.00 ft²Adjusted Area Of Application: 3250.00 ft²Minimum Desired Density: 0.300 gpm/ft²Application Average Density: 0.159 gpm/ft²Application Adjusted Density (not required by NFPA 13): 0.122 gpm/ft²Application Average Area Per Sprinkler: 357.14 ft²Adjusted Area Per Sprinkler (not required by NFPA 13): 464.29 ft²Sprinkler Flow: 396.39 gpmAverage Sprinkler Flow: 56.63 gpm

Flow Velocity And Imbalance Summary

Maximum Flow Velocity ( In Pipe 30 - 40 ) 15.34 ft/secMaximum Velocity Pressure ( In Pipe 30 - 40 ) 1.58 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 Summary

Number Of Unique Pipe Sections: 10Number Of Flowing Sprinklers: 7

Pipe System Water Volume: 15.88 gal

Sprinkler Flow: 396.39 gpmNon-Sprinkler Flow: 100.00 gpm

Minimum Required Residual Pressure At System Inflow Node:

71.33 psi

Demand Flow At System Inflow Node: 496.39 gpm




Hydraulic Supply/Demand Graph

Pre

ssur

e p

si

Flowrate(x100) gpm

717171

0

10

20

30

40

50

60

70

80

90

100

1 2 3 4 5 6 7 8 9 10

Demand Curve DataCalculated Residual Pressure: 71.33 psiCalculated Flow Rate: 496.39 gpmPressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi


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