HomeMy WebLinkAboutF12-0041 - CR1 - 083112 HYDRAULIC CALCSBy
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FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Graham Residence
Glenwood Springs, CO 81611 Page 2
General Project Data Report
General Data
Project Title:Graham ResidenceProject File Name:Graham..fiw
Designed By:Bojar VodaDate:7/26/2012
Code Reference:NFPA 13 RApproving Agency:
Client Name:J.L. Viele Constructrion Inc.Phone:970.476.3082
Address:2111 North Frontage Road West
Suite E City, State Zip Code:Vail, Colorado 81657 USA
Company Name:Sprinklers R Us, Inc.Representative:Bojar Voda
Company Address:0035 Apache TrailCity And State:Carbondale, CO 81623
Phone:(970) 963-8752
Building Name:Summers Lodge, Unit 3Building Owner:Richard and Kimberly Graham
Contact at Building:Scott AshburnPhone at Building:
Address Of Building:123 Willow Pl.City, State Zip Code:Vail, Colorado, 81657
Project Data
Description Of Hazard:13 RSprinkler System Type:Wet
Design Area Of Water Application:943ft²Maximum Area Per Sprinkler:256ft²
Default Sprinkler K-Factor:4.90KDefault Pipe Material:BLAZEMASTER CPVC
Inside Hose Stream Allowance:0.00gpmOutside Hose Stream Allowance:0.00gpm
In Rack Sprinkler Allowance:0.00gpm
Sprinkler Specifications
Make:TYCOModel:LFII
Size:7/16"Temperature Rating:155F
NONE
Water Supply Test Data
Source Of Information:
Test Hydrant ID:Date Of Test:
Hydrant Elevation:0ftStatic Pressure:130.00psi
Test Flow Rate:600.00gpmTest Residual Pressure:120.00psi
Calculated System Flow Rate:106.16gpmCalculated Inflow Residual Pressure:88.81psi
Available Residual Pressure At
System Flow:129.59psi
Calculation Project Data
Calculation Mode:Demand
HMD Minimum Residual Pressure:7.00psiMinimum Desired Flow Density:0.10gpm/ft²
Maximum Water Velocity:20.00ft/sMaximum Frictional Loss / 100 feet:20.00psi
Number Of Active Nodes:16
Number Of Active Pipes:15Number Of Inactive Pipes:0
Number Of Active Sprinklers:4Number Of Inactive Sprinklers:0
I:\GVWF\12800\06\Graham..fiwThursday, August 30, 2012, 2:56 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Graham Residence
Glenwood Springs, CO 81611 Page 3
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
14.9032.2025.6027.301.000.000.107479.751.048
24.9032.2026.0928.341.10125.60-----0.000.000
BLAZEMASTER CPVC1508.6309.751.048
24.9032.2026.0928.341.000.000.3943311.925.726
30.0032.200.0034.071.10151.69E2.600.000
BLAZEMASTER CPVC15017.42014.525.726
30.0032.200.0034.071.000.000.434530.672.594
54.9032.2027.4931.471.10154.47T5.300.000
BLAZEMASTER CPVC15018.3605.972.594
44.9032.2026.9830.321.000.000.118459.751.155
54.9032.2027.4931.471.10126.98-----0.000.000
BLAZEMASTER CPVC1509.0909.751.155
30.0032.200.0034.071.500.000.2433617.836.310
60.0032.200.0040.381.598106.16T8.100.000
BLAZEMASTER CPVC15016.98025.936.310
60.0032.200.0040.381.500.000.2433611.422.779
70.0032.200.0043.161.598106.16-----0.000.000
BLAZEMASTER CPVC15016.98011.422.779
70.0032.200.0043.161.500.000.2433618.174.422
80.0032.200.0047.581.598106.16-----0.000.000
BLAZEMASTER CPVC15016.98018.174.422
80.0032.200.0047.581.500.000.2433610.084.424
90.0032.200.0052.001.598106.16T8.100.000
BLAZEMASTER CPVC15016.98018.184.424
90.0032.200.0052.002.000.000.0810019.082.388
100.0032.200.0054.392.003106.162E10.400.000
BLAZEMASTER CPVC15010.81029.482.388
100.0032.200.0054.392.000.000.085333.501.920
110.0032.200.0056.312.157106.16TB19.000.000
SCHED 10 WET STEEL1209.32022.501.920
110.0032.200.0056.312.500.000.0441927.171.386
120.005.000.0069.482.469106.16E4.2011.778
SCHED 40 STEEL BLK1207.11031.3713.164
120.005.000.0069.482.500.000.0441912.331.477
130.000.000.0073.122.469106.163ET21.102.165
SCHED 40 STEEL BLK1207.11033.433.642
I:\GVWF\12800\06\Graham..fiwThursday, August 30, 2012, 2:56 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Graham Residence
Glenwood Springs, CO 81611 Page 4
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Elevation
(feet)
Spk/Hose
Discharge
(gpm)
Residual
Pressure
(psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
130.000.000.0073.122.500.000.044195.500.614
140.000.000.0073.732.469106.162E8.400.000
SCHED 40 STEEL BLK1207.11013.900.614
14 Backflo
Prev 0.0073.73106.16
1510.00 psi0.0083.78
15Meter0.0083.78106.16
165.00 psi0.0088.81
I:\GVWF\12800\06\Graham..fiwThursday, August 30, 2012, 2:56 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Graham Residence
Glenwood Springs, CO 81611 Page 5
Fire Sprinkler Output Data
Overall Sprinkler Output Data
Flowing
Sprinkler
Node No.
Area Group
Code
Sprinkler
KFactor (K)
Sprinkler
Elevation
(feet)
Residual
Pressure
(psi)
Flowing Area
(ft²)
Flowing
Density
(gpm/ft²)
Sprinkler
Discharge
(gpm)
14.9032.2027.30256.000.10025.60
Sub Totals For Non-Group256.000.10025.60
24.9032.2028.34256.000.10226.09
Sub Totals For Non-Group256.000.10226.09
44.9032.2030.32256.000.10526.98
Sub Totals For Non-Group256.000.10526.98
54.9032.2031.47256.000.10727.49
Sub Totals For Non-Group256.000.10727.49
Totals For All Groups1024.000.104106.16
I:\GVWF\12800\06\Graham..fiwThursday, August 30, 2012, 2:56 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Graham Residence
Glenwood Springs, CO 81611 Page 6
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:1
HMD Actual Residual Pressure:27.30psi
HMD Actual GPM:25.60gpm
Sprinkler Summary
Sprinkler System Type:Wet
Specified Area Of Application:943.00ft²
Minimum Desired Density:0.100gpm/ft²
Application Average Density:0.113gpm/ft²
Application Average Area Per Sprinkler:235.75ft²
Sprinkler Flow:106.16gpm
Average Sprinkler Flow:26.54gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 0 - 0 )0.00ft/sec
Maximum Velocity Pressure ( In Pipe 0 - 0 )0.00psi
Allowable Maximum Nodal Pressure Imbalance:0.0000psi
Actual Maximum Nodal Pressure Imbalance:0.0000psi
Actual Average Nodal Pressure Imbalance:0.0000psi
Actual Maximum Nodal Flow Imbalance:0.0000gpm
Actual Average Nodal Flow Imbalance:0.0000gpm
Overall Network Summary
Number Of Unique Pipe Sections:15
Number Of Flowing Sprinklers:4
Pipe System Water Volume:22.56gal
Sprinkler Flow:106.16gpm
Non-Sprinkler Flow:0.00gpm
Minimum Required Residual Pressure At System Inflow
Node:88.81psi
Demand Flow At System Inflow Node:106.16gpm
I:\GVWF\12800\06\Graham..fiwThursday, August 30, 2012, 2:56 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Graham Residence
Glenwood Springs, CO 81611 Page 7
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pr
e
s
s
u
r
e
p
s
i
Flowrate(x100) gpm
130
120
104
0
20
40
60
80
100
120
140
160
180
200
1 2 3 4 5 6 7 8 9 10
Supply Curve Data
Static Pressure: 130 psi
Test Residual Pressure: 120 psi
Test Flow Rate: 600 gpm
Demand Curve Data
Calculated Residual Pressure: 88.81 psi
Calculated Flow Rate: 106.16 gpm
Excess Available Residual Pressure At Calculated Flow: 40.79 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 28.94 psi
I:\GVWF\12800\06\Graham..fiwThursday, August 30, 2012, 2:56 PM