HomeMy WebLinkAboutF12-0041 HYDRAULIC CALCS corrections requiredGRAHAM RESIDENCE
Fire Sprinkler Reports
for
J.L. Viele Constructrion Inc.
2111 North Frontage Road West Suite E
Vail, Colorado 81657 USA
Prepared By:
Bojar Voda
Sprinklers R Us, Inc.
0035 Apache Trail
Carbondale, CO 81623
(970) 963-8752
7/26/2012
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:500.00gpmTest Residual Pressure:100.00psi
Calculated System Flow Rate:70.74gpmCalculated Inflow Residual Pressure:58.89psi
Available Residual Pressure At
System Flow:129.19psi
Calculation Project Data
Calculation Mode:Demand
HMD Minimum Residual Pressure:7.00psiMinimum Desired Flow Density:0.07gpm/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
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Graham..fiwThursday, July 26, 2012, 7:09 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)
14.9032.2017.0212.071.0017.020.050529.750.493
24.9032.2017.3712.561.10117.02-----0.000.000
BLAZEMASTER CPVC1505.7409.750.493
24.9032.2017.3712.561.0017.370.1855811.922.695
30.0032.200.0015.261.10134.39E2.600.000
BLAZEMASTER CPVC15011.59014.522.695
30.0032.200.0015.261.0018.350.205570.671.227
54.9032.2018.3514.031.10136.35T5.300.000
BLAZEMASTER CPVC15012.2505.971.227
44.9032.2017.9913.481.0017.990.055989.750.546
54.9032.2018.3514.031.10117.99-----0.000.000
BLAZEMASTER CPVC1506.0609.750.546
30.0032.200.0015.261.250.000.2233317.835.523
60.0032.200.0020.781.39470.74T6.900.000
BLAZEMASTER CPVC15014.87024.735.523
60.0032.200.0020.781.500.000.1148411.421.311
70.0032.200.0022.091.59870.74-----0.000.000
BLAZEMASTER CPVC15011.32011.421.311
70.0032.200.0022.091.500.000.1148418.172.087
80.0032.200.0024.181.59870.74-----0.000.000
BLAZEMASTER CPVC15011.32018.172.087
80.0032.200.0024.181.500.000.1148410.082.088
90.0032.200.0026.271.59870.74T8.100.000
BLAZEMASTER CPVC15011.32018.182.088
90.0032.200.0026.272.000.000.0382219.081.127
100.0032.200.0027.392.00370.742E10.400.000
BLAZEMASTER CPVC1507.20029.481.127
100.0032.200.0027.392.000.000.040273.500.906
110.0032.200.0028.302.15770.74TB19.000.000
SCHED 10 WET STEEL1206.21022.500.906
110.0032.200.0028.302.500.000.0208527.170.654
120.005.000.0040.732.46970.74E4.2011.778
SCHED 40 STEEL BLK1204.74031.3712.432
120.005.000.0040.732.500.000.0208512.330.697
130.000.000.0043.592.46970.743ET21.102.165
SCHED 40 STEEL BLK1204.74033.432.862
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Graham..fiwThursday, July 26, 2012, 7:09 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)
130.000.000.0043.592.500.000.020855.500.290
140.000.000.0043.882.46970.742E8.400.000
SCHED 40 STEEL BLK1204.74013.900.290
14 Backflo
Prev 0.0043.8870.74
1510.00 psi0.0053.93
15Meter0.0053.9370.74
165.00 psi0.0058.89
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Graham..fiwThursday, July 26, 2012, 7:09 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)
14.9032.2012.07256.000.06717.02
Sub Totals For Non-Group256.000.06717.02
24.9032.2012.56256.000.06817.37
Sub Totals For Non-Group256.000.06817.37
44.9032.2013.48256.000.07017.99
Sub Totals For Non-Group256.000.07017.99
54.9032.2014.03256.000.07218.35
Sub Totals For Non-Group256.000.07218.35
Totals For All Groups1024.000.06970.74
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Graham..fiwThursday, July 26, 2012, 7:09 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:12.07psi
HMD Actual GPM:17.02gpm
Sprinkler Summary
Sprinkler System Type:Wet
Specified Area Of Application:943.00ft²
Minimum Desired Density:0.067gpm/ft²
Application Average Density:0.075gpm/ft²
Application Average Area Per Sprinkler:235.75ft²
Sprinkler Flow:70.74gpm
Average Sprinkler Flow:17.68gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 3 - 6 )14.87ft/sec
Maximum Velocity Pressure ( In Pipe 3 - 6 )1.49psi
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:22.11gal
Sprinkler Flow:70.74gpm
Non-Sprinkler Flow:0.00gpm
Minimum Required Residual Pressure At System Inflow
Node:58.89psi
Demand Flow At System Inflow Node:70.74gpm
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Graham..fiwThursday, July 26, 2012, 7:09 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
100
22
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: 100 psi
Test Flow Rate: 500 gpm
Demand Curve Data
Calculated Residual Pressure: 58.89 psi
Calculated Flow Rate: 70.74 gpm
Excess Available Residual Pressure At Calculated Flow: 70.31 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 28.94 psi
C:\Users\Bojar\Documents\Elite Software\Fire 6 Projects\Graham..fiwThursday, July 26, 2012, 7:09 PM