HomeMy WebLinkAboutF12-0060 Attic 2 Calc signedFIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East Building-Attic 2
Glenwood Springs, CO 81611 Page 2
General Project Data Report
General Data
Project Title:Lion Square Lodge-East Building-
Attic 2 Project File Name:Lion Square Attic 2..fiw
Designed By:Bojar VodaDate:9/17/2012
Code Reference:Light HazardApproving Agency:VFPD
Client Name:J.L. Viele ConstructionPhone:(970) 476-3082
Address:1000 South Frontage Road West
Suite 202 City, State Zip Code:Vail, Colorado 81657
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:Lion Square Lodge, East BuildingBuilding Owner:Lion Square Lodge
Contact at Building:MarkPhone at Building:
Address Of Building:Lionshead PlaceCity, State Zip Code:Vail, Colorado 81657
Project Data
Description Of Hazard:Light HazardSprinkler System Type:Dry
Design Area Of Water Application:636ft²Maximum Area Per Sprinkler:100ft²
Default Sprinkler K-Factor:2.80KDefault Pipe Material:SCHD 10 STEEL, DRY
Inside Hose Stream Allowance:0.00gpmOutside Hose Stream Allowance:100.00gpm
In Rack Sprinkler Allowance:0.00gpm
Sprinkler Specifications
Make:TYCOModel:FRB
Size:1/2"Temperature Rating:155F
NONE
Water Supply Test Data
Source Of Information:
Test Hydrant ID:Date Of Test:
Hydrant Elevation:0ftStatic Pressure:150.00psi
Test Flow Rate:500.00gpmTest Residual Pressure:140.00psi
Calculated System Flow Rate:94.78gpmCalculated Inflow Residual Pressure:75.39psi
Available Residual Pressure At
System Flow:149.54psi
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:31
Number Of Active Pipes:30Number Of Inactive Pipes:0
Number Of Active Sprinklers:9Number Of Inactive Sprinklers:0
F:\Lyons Square\Lion Square Attic 2..fiwWednesday, September 19, 2012, 4:26 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East Building-Attic 2
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)
3260.000.000.0071.104.000.000.003524.580.041
210.007.000.0068.114.26094.78E7.10-3.031
SCHD 10 STEEL, DRY1002.13011.68-2.990
21 Backflo
Prev 7.0068.1194.78
225.00 psi7.0073.11
220.007.000.0073.114.000.000.003527.080.125
230.008.000.0072.814.26094.782ET28.40-0.433
SCHD 10 STEEL, DRY1002.13035.48-0.308
230.008.000.0072.814.000.000.0024517.420.191
240.008.000.0073.003.93594.784E60.400.000
TYPE M COPPER TUBE1502.50077.820.191
240.008.000.0073.004.000.000.0024545.000.225
250.003.000.0075.393.93594.78ETG46.902.165
TYPE M COPPER TUBE1502.50091.902.390
3012.8053.009.5011.511.259.500.0097710.750.105
3022.8053.009.5411.621.4429.50-----0.000.000
SCHD 10 STEEL, DRY1001.87010.750.105
3022.8053.009.5411.621.259.540.0353710.750.380
3032.8053.009.7012.001.44219.04-----0.000.000
SCHD 10 STEEL, DRY1003.74010.750.380
3032.8053.009.7012.001.259.700.075762.920.380
3040.0053.000.0012.381.44228.74E2.100.000
SCHD 10 STEEL, DRY1005.6505.020.380
3040.0053.000.0012.381.250.000.075765.500.576
3050.0047.000.0015.551.44228.74E2.102.598
SCHD 10 STEEL, DRY1005.6507.603.174
3050.0047.000.0015.551.250.000.075766.920.842
3060.0047.000.0016.391.44228.74T4.200.000
SCHD 10 STEEL, DRY1005.65011.120.842
3100.0047.000.0015.901.250.000.096635.080.491
3060.0047.000.0016.391.44232.78-----0.000.000
SCHD 10 STEEL, DRY1006.4405.080.491
3072.8047.0010.8715.081.2510.870.012546.080.076
3082.8047.0010.9015.161.44210.87-----0.000.000
SCHD 10 STEEL, DRY1002.1406.080.076
F:\Lyons Square\Lion Square Attic 2..fiwWednesday, September 19, 2012, 4:26 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East Building-Attic 2
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)
3082.8047.0010.9015.161.2510.900.045336.420.291
3092.8047.0011.0115.451.44221.78-----0.000.000
SCHD 10 STEEL, DRY1004.2806.420.291
3092.8047.0011.0115.451.2511.010.096632.580.452
3100.0047.000.0015.901.44232.78E2.100.000
SCHD 10 STEEL, DRY1006.4404.680.452
3112.8047.0011.0315.521.2511.030.012886.080.078
3122.8047.0011.0615.601.44211.03-----0.000.000
SCHD 10 STEEL, DRY1002.1706.080.078
3122.8047.0011.0615.601.2511.060.046566.420.299
3132.8047.0011.1615.901.44222.09-----0.000.000
SCHD 10 STEEL, DRY1004.3406.420.299
3132.8047.0011.1615.901.2511.160.099232.580.464
3140.0047.000.0016.361.44233.26E2.100.000
SCHD 10 STEEL, DRY1006.5304.680.464
3060.0047.000.0016.392.000.000.043584.080.487
3150.0047.000.0016.882.15761.52T7.100.000
SCHD 10 STEEL, DRY1005.40011.180.487
3140.0047.000.0016.361.250.000.099231.000.516
3150.0047.000.0016.881.44233.26T4.200.000
SCHD 10 STEEL, DRY1006.5305.200.516
3150.0047.000.0016.882.000.000.0969425.332.795
3160.0021.000.0030.932.15794.78E3.5011.258
SCHD 10 STEEL, DRY1008.32028.8314.053
3160.0021.000.0030.932.000.000.0969410.921.398
3170.0021.000.0032.332.15794.78E3.500.000
SCHD 10 STEEL, DRY1008.32014.421.398
3170.0021.000.0032.332.000.000.0969420.832.358
3180.0021.000.0034.692.15794.78E3.500.000
SCHD 10 STEEL, DRY1008.32024.332.358
3180.0021.000.0034.692.000.000.0969432.583.837
3190.0021.000.0038.532.15794.782E7.000.000
SCHD 10 STEEL, DRY1008.32039.583.837
3190.0021.000.0038.532.000.000.0969479.508.385
3200.0019.000.0047.782.15794.782E7.000.866
SCHD 10 STEEL, DRY1008.32086.509.251
F:\Lyons Square\Lion Square Attic 2..fiwWednesday, September 19, 2012, 4:26 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East Building-Attic 2
Glenwood Springs, CO 81611 Page 5
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)
3200.0019.000.0047.782.000.000.096946.580.977
3210.0019.000.0048.752.15794.78E3.500.000
SCHD 10 STEEL, DRY1008.32010.080.977
3210.0019.000.0048.752.000.000.0969444.424.645
3220.0019.000.0053.402.15794.78E3.500.000
SCHD 10 STEEL, DRY1008.32047.924.645
3220.0019.000.0053.402.000.000.0969431.753.756
3230.0019.000.0057.162.15794.782E7.000.000
SCHD 10 STEEL, DRY1008.32038.753.756
3230.0019.000.0057.162.000.000.0969410.921.398
3240.008.000.0063.322.15794.78E3.504.763
SCHD 10 STEEL, DRY1008.32014.426.161
3240.008.000.0063.322.000.000.0969425.923.530
3250.008.000.0066.852.15794.783E10.500.000
SCHD 10 STEEL, DRY1008.32036.423.530
3250.008.000.0066.852.500.000.036577.670.792
3260.000.000.0071.102.63594.78TBG14.003.464
SCHD 10 STEEL, DRY1005.58021.674.256
F:\Lyons Square\Lion Square Attic 2..fiwWednesday, September 19, 2012, 4:26 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East Building-Attic 2
Glenwood Springs, CO 81611 Page 6
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)
3012.8053.0011.5195.000.1009.50
Sub Totals For Non-Group95.000.1009.50
3022.8053.0011.6295.000.1009.54
Sub Totals For Non-Group95.000.1009.54
3032.8053.0012.0095.000.1029.70
Sub Totals For Non-Group95.000.1029.70
3072.8047.0015.0895.000.11410.87
Sub Totals For Non-Group95.000.11410.87
3082.8047.0015.1695.000.11510.90
Sub Totals For Non-Group95.000.11510.90
3092.8047.0015.4595.000.11611.01
Sub Totals For Non-Group95.000.11611.01
3112.8047.0015.5295.000.11611.03
Sub Totals For Non-Group95.000.11611.03
3122.8047.0015.6095.000.11611.06
Sub Totals For Non-Group95.000.11611.06
3132.8047.0015.9095.000.11811.16
Sub Totals For Non-Group95.000.11811.16
Totals For All Groups855.000.11194.78
F:\Lyons Square\Lion Square Attic 2..fiwWednesday, September 19, 2012, 4:26 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East Building-Attic 2
Glenwood Springs, CO 81611 Page 7
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number:301
HMD Actual Residual Pressure:11.51psi
HMD Actual GPM:9.50gpm
Sprinkler Summary
Sprinkler System Type:Dry
Specified Area Of Application:636.00ft²
Adjusted Area Of Application:826.80ft²
Minimum Desired Density:0.100gpm/ft²
Application Average Density:0.149gpm/ft²
Application Adjusted Density (not required by NFPA 13):0.115gpm/ft²
Application Average Area Per Sprinkler:70.67ft²
Adjusted Area Per Sprinkler (not required by NFPA 13):91.87ft²
Sprinkler Flow:94.78gpm
Average Sprinkler Flow:10.53gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 320 - 321 )8.32ft/sec
Maximum Velocity Pressure ( In Pipe 320 - 321 )0.47psi
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:30
Number Of Flowing Sprinklers:9
Pipe System Water Volume:112.03gal
Sprinkler Flow:94.78gpm
Non-Sprinkler Flow:0.00gpm
Minimum Required Residual Pressure At System Inflow
Node:75.39psi
Demand Flow At System Inflow Node:94.78gpm
F:\Lyons Square\Lion Square Attic 2..fiwWednesday, September 19, 2012, 4:26 PM
FIRE - Fire Sprinkler Hydraulics Calculation ProgramElite Software Development, Inc.
A & A Fire Protection Lion Square Lodge-East Building-Attic 2
Glenwood Springs, CO 81611 Page 8
Fire Sprinkler Output Data
Hydraulic Supply/Demand Graph
Pr
e
s
s
u
r
e
p
s
i
Flowrate(x100) gpm
150
140
114
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: 150 psi
Test Residual Pressure: 140 psi
Test Flow Rate: 500 gpm
Demand Curve Data
Calculated Residual Pressure: 75.39 psi
Calculated Flow Rate: 94.78 gpm
Excess Available Residual Pressure At Calculated Flow: 74.15 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 24.05 psi
F:\Lyons Square\Lion Square Attic 2..fiwWednesday, September 19, 2012, 4:26 PM