HomeMy WebLinkAboutF12-0076 Hydraulic Calculations SignedCentral Fire Protection
10775 E. 51st Ave.
Denver, Colorado 80239
(303) 576-8157
Job Name:Casa Colorado
Building:1042 Eagles Nest Circle Vail‚ Colorado
Location:Third Floor Bedroom 305
System:Calc #1
Contract:290712
Data File:Casa Colorado Third Floor Bedroom 305 Calc #1.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page1
Casa Colorado Date10-06-12
HYDRAULIC DESIGN INFORMATION SHEET
Name - Casa Colorado Date - 10-06-2012
Location - Third Floor Bedroom 305
Building - 1042 Eagles Nest Circle Vail‚ Colorado System No. - Calc #1
Contractor - Central Fire Protection Contractors Inc Contract No. - 290712
Calculated By - Stephanie Pelster Drawing No. - FP2
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 8'-1"
OCCUPANCY - NFPA 13D Residential
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 23 Gpm System Type
Listed Pres. at Start Point - 27.3 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction
E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle
S Additional Flow Added - N/A Gpm Make TYCO Model LF11 HSW
I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.4
G Note: Temperature Rating 155
N
Calculation Gpm Required 47.04 Psi Required 73.172 At Pump Outlet
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 10-01-2012 Rated Cap. 50 Cap.
T Time of Test - 10:00 AM @ Psi 41.6 Elev.
E Static (Psi) - 100 Elev. 1'
R Residual (Psi) - 95 Other Well
Flow (Gpm) - 1318 Proof Flow Gpm
S Elevation - 2'
P Location: 1042 Eagles Nest Circle Vail‚ Colorado 81657
P
L Source of Information: Test conducted by Central Fire Protection Contractors
Y and witnessed by Vail Fire & Upper Eagle Valley Fire
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Central Fire Protection Page4
Casa Colorado Date10-06-12
NodeElevationK-FactPtPnFlowDensityAreaPress
No.ActualActualReq.
S127.8754.429.84 na 24.040.07132427.3
S227.8754.427.33 na 23.00.07132427.3
L1A27.87530.34 na
L2A27.87527.98 na
L1B19.7135.33 na
L2B19.7132.85 na
L319.7134.98 na
L427.87533.72 na
L519.0439.2 na
L68.2149.8 na
L98.2157.96 na
TOR8.2160.94 na
PMPO1.073.17 na
PMPI1.031.52 na
BFO2.034.35 na
BFI2.043.82 na
BOR1.052.9 na
TEST-5.089.99 na
The maximum velocity is 19.41 and it occurs in the pipe between nodes BOR and TEST
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page5
Casa Colorado Date10-06-12
Hyd.QaDia.FittingPipePtPt
Ref."C"orFtng'sPePv*******Notes******
PointQtPf/FtEqv.Ln.TotalPfPn
*THIRD FLOOR
S1 24.041.1011Cpt5.0 0.250 29.841K Factor = 4.40
to150.00.0 5.0000.0
L1A24.040.09540.0 5.250 0.501Vel = 8.10
0.0
24.04 30.342K Factor = 4.36
S2 23.001.1011Cpe7.0 0.333 27.334K Factor = 4.40
to150.00.0 7.0000.0
L2A23.00.08810.0 7.333 0.646Vel = 7.75
0.0
23.00 27.980K Factor = 4.35
*VERTICAL RISERS FROM 2ND TO 3RD
L1A 24.041.1011Cpe7.0 8.170 30.342
to150.00.0 7.000 3.536
L1B24.040.09560.0 15.170 1.451Vel = 8.10
0.0
24.04 35.329K Factor = 4.04
L2A 23.001.1011Cpe7.0 8.170 27.980
to150.00.0 7.000 3.536
L2B23.00.08820.0 15.170 1.338Vel = 7.75
0.0
23.00 32.854K Factor = 4.01
*2ND FLOOR PIPING
L1B 24.041.1011Cpe7.0 20.500 35.329
to150.02Cpt10.0 17.000 0.290
L524.040.09560.0 37.500 3.585Vel = 8.10
0.0
24.04 39.204K Factor = 3.84
L2B 23.001.1012Cpt10.0 14.170 32.854
to150.00.0 10.0000.0
L323.00.08810.0 24.170 2.130Vel = 7.75
L30.01.1012Cpe14.0 11.833 34.984
to150.00.0 14.000 -3.536
L423.00.08810.0 25.833 2.277Vel = 7.75
L40.01.1011Cpe7.0 6.750 33.725
to150.01Cpt5.0 12.000 3.826
L523.00.08820.0 18.750 1.653Vel = 7.75
0.0
23.00 39.204K Factor = 3.67
*VERTICAL RISER FROM 1ST TO 2ND
L5 47.041.1011Cpe7.0 10.830 39.204
to150.00.0 7.000 4.690
L647.040.33110.0 17.830 5.904Vel = 15.85
0.0
47.04 49.798K Factor = 6.67
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page6
Casa Colorado Date10-06-12
Hyd.QaDia.FittingPipePtPt
Ref."C"orFtng'sPePv*******Notes******
PointQtPf/FtEqv.Ln.TotalPfPn
*FIRST FLOOR PIPING
L6 47.041.1011Cpe7.0 7.670 49.798
to150.02Cpt10.0 17.0000.0
L947.040.33100.0 24.670 8.167Vel = 15.85
L90.01.1011Cpe7.0 2.000 57.965
to150.00.0 7.0000.0
TOR47.040.33110.0 9.000 2.980Vel = 15.85
TOR0.01.0551Fsp0.0 7.210 60.945
to150.01S7.768 7.768 6.123* Fixed loss = 3
PMPO47.040.40750.0 14.978 6.104Vel = 17.26
0.0
47.04 73.172K Factor = 5.50
System Demand Pressure 73.172
Safety Margin 2.535
Continuation Pressure 75.707
Pressure @ Pump Outlet 75.707
Pressure From Pump Curve-44.189
Pressure @ Pump Inlet 31.518
PMPI0.01.0552Cue4.0 4.000 31.518
to150.00.0 4.000 -0.433
BFO47.040.40760.0 8.000 3.261Vel = 17.26
BFO0.01.0550.0 1.170 34.346
to150.00.00.0 9.000* Fixed loss = 9
BFI47.040.40770.0 1.170 0.477Vel = 17.26
BFI0.01.0551Cue2.0 1.000 43.823
to150.01Bv3.496 5.496 6.433* Fixed loss = 6
BOR47.040.40750.0 6.496 2.647Vel = 17.26
BOR0.00.9952Cue4.0 55.000 52.903
to150.01Cut2.0 8.628 2.599
TEST47.040.54201Bv2.628 63.628 34.489Vel = 19.41
0.0
47.04 89.991K Factor = 4.96
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection
10775 E. 51st Ave.
Denver, Colorado 80239
(303) 576-8157
Job Name:Casa Colorado
Building:1042 Eagles Nest Circle Vail‚ Colorado
Location:Second Floor Living Room
System:Calc #2
Contract:290712
Data File:Casa Colorado Second Floor Living Room Calc #2.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page1
Casa Colorado Date10-06-12
HYDRAULIC DESIGN INFORMATION SHEET
Name - Casa Colorado Date - 10-06-2012
Location - Second Floor Living Room
Building - 1042 Eagles Nest Circle Vail‚ Colorado System No. - Calc #2
Contractor - Central Fire Protection Contractors Inc Contract No. - 290712
Calculated By - Stephanie Pelster Drawing No. - FP1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-11"
OCCUPANCY - NFPA 13D Residential
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 20 Gpm System Type
Listed Pres. at Start Point - 23.8 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle
S Additional Flow Added - N/A Gpm Make GLOBE Model MILLENNIUM
I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.1
G Note: Temperature Rating 155
N
Calculation Gpm Required 42.992 Psi Required 62.847 pump outlet
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 10-01-2012 Rated Cap. 50 Cap.
T Time of Test - 10:00 AM @ Psi 41.6 Elev.
E Static (Psi) - 100 Elev. 1'
R Residual (Psi) - 95 Other Well
Flow (Gpm) - 1318 Proof Flow Gpm
S Elevation - 2'
P Location: 1042 Eagles Nest Circle Vail‚ Colorado 81657
P
L Source of Information: Test conducted by Central Fire Protection Contractors
Y and witnessed by Vail Fire & Upper Eagle Valley Fire
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Central Fire Protection Page4
Casa Colorado Date10-06-12
NodeElevationK-FactPtPnFlowDensityAreaPress
No.ActualActualReq.
S00119.294.127.24 na 21.40.053540023.8
S319.17K = K @ EQ0124.1 na 21.4
L319.7124.89 na
S419.71K = K @ EQ0124.53 na 21.59
L419.0427.17 na
L519.0432.43 na
L68.2142.12 na
L98.2149.03 na
TOR8.2151.56 na
PMPO1.062.85 na
PMPI1.037.79 na
BFO2.040.11 na
BFI2.049.52 na
BOR1.058.19 na
TEST-5.089.99 na
The maximum velocity is 17.74 and it occurs in the pipe between nodes BOR and TEST
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page5
Casa Colorado Date10-06-12
Hyd.QaDia.FittingPipePtPt
Ref."C"orFtng'sPePv*******Notes******
PointQtPf/FtEqv.Ln.TotalPfPn
*SPRINKLER EQUIV K-FACTORS
S001 21.401.1011Cpe7.0 0.420 27.243K Factor = 4.10
to150.00.0 7.000 -3.718
EQ0121.40.07710.0 7.420 0.572Vel = 7.21
0.0
21.40 24.097K Factor = 4.36
*2ND FLOOR PIPING
S3 21.401.1011Cpt5.0 8.333 24.097K Factor @ node EQ01
to150.00.0 5.000 -0.234
L321.40.07720.0 13.333 1.029Vel = 7.21
L30.01.1012Cpe14.0 11.833 24.892
to150.00.0 14.000 0.290
L421.40.07710.0 25.833 1.992Vel = 7.21
0.0
21.40 27.174K Factor = 4.11
S4 21.591.1012Cpe14.0 11.000 24.532K Factor @ node EQ01
to150.01Cpt5.0 19.000 0.290
L421.590.07840.0 30.000 2.352Vel = 7.28
L4 21.401.1011Cpe7.0 6.750 27.174
to150.01Cpt5.0 12.0000.0
L542.990.28030.0 18.750 5.256Vel = 14.49
0.0
42.99 32.430K Factor = 7.55
*VERTICAL RISER FROM 1ST TO 2ND
L5 42.991.1011Cpe7.0 10.830 32.430
to150.00.0 7.000 4.690
L642.990.28030.0 17.830 4.998Vel = 14.49
0.0
42.99 42.118K Factor = 6.62
*FIRST FLOOR PIPING
L6 42.991.1011Cpe7.0 7.670 42.118
to150.02Cpt10.0 17.0000.0
L942.990.28030.0 24.670 6.915Vel = 14.49
L90.01.1011Cpe7.0 2.000 49.033
to150.00.0 7.0000.0
TOR42.990.28030.0 9.000 2.523Vel = 14.49
TOR0.01.0551Fsp0.0 7.210 51.556
to150.01S7.768 7.768 6.123* Fixed loss = 3
PMPO42.990.34500.0 14.978 5.168Vel = 15.78
0.0
42.99 62.847K Factor = 5.42
System Demand Pressure 62.847
Safety Margin 22.450
Continuation Pressure 85.297
Pressure @ Pump Outlet 85.297
Pressure From Pump Curve-47.510
Pressure @ Pump Inlet 37.787
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page6
Casa Colorado Date10-06-12
Hyd.QaDia.FittingPipePtPt
Ref."C"orFtng'sPePv*******Notes******
PointQtPf/FtEqv.Ln.TotalPfPn
PMPI0.01.0552Cue4.0 4.000 37.787
to150.00.0 4.000 -0.433
BFO42.990.34510.0 8.000 2.761Vel = 15.78
BFO0.01.0550.0 1.170 40.115
to150.00.00.0 9.000* Fixed loss = 9
BFI42.990.34440.0 1.170 0.403Vel = 15.78
BFI0.01.0551Cue2.0 1.000 49.518
to150.01Bv3.496 5.496 6.433* Fixed loss = 6
BOR42.990.34510.0 6.496 2.242Vel = 15.78
BOR0.00.9952Cue4.0 55.000 58.193
to150.01Cut2.0 8.628 2.599
TEST42.990.45891Bv2.628 63.628 29.200Vel = 17.74
0.0
42.99 89.992K Factor = 4.53
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection
10775 E. 51st Ave.
Denver, Colorado 80239
(303) 576-8157
Job Name:Casa Colorado
Building:1042 Eagles Nest Circle Vail‚ Colorado
Location:First Floor Garage 107
System:Calc #3
Contract:290712
Data File:Casa Colorado First Floor Garage 107 Calc #3.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page1
Casa Colorado Date10-06-12
HYDRAULIC DESIGN INFORMATION SHEET
Name - Casa Colorado Date - 10-06-2012
Location - First Floor Garage 107
Building - 1042 Eagles Nest Circle Vail‚ Colorado System No. - Calc #3
Contractor - Central Fire Protection Contractors Inc Contract No. - 290712
Calculated By - Stephanie Pelster Drawing No. - FP1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'
OCCUPANCY - NFPA 13D Residential
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 25 Gpm System Type
Listed Pres. at Start Point - 32.3 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle
S Additional Flow Added - N/A Gpm Make TYCO Model LFII DRY
I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.4
G Note: Temperature Rating 155
N
Calculation Gpm Required 50.387 Psi Required 77.937 At Pump Outlet
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 10-01-2012 Rated Cap. 50 Cap.
T Time of Test - 10:00 AM @ Psi 41.6 Elev.
E Static (Psi) - 100 Elev. 1'
R Residual (Psi) - 95 Other Well
Flow (Gpm) - 1318 Proof Flow Gpm
S Elevation - 2'
P Location: 1042 Eagles Nest Circle Vail‚ Colorado 81657
P
L Source of Information: Test conducted by Central Fire Protection Contractors
Y and witnessed by Vail Fire & Upper Eagle Valley Fire
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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12243648
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Central Fire Protection Page4
Casa Colorado Date10-06-12
NodeElevationK-FactPtPnFlowDensityAreaPress
No.ActualActualReq.
S18.214.432.3 na 25.010.07832032.3
L78.2132.89 na
S28.214.433.27 na 25.380.07832032.3
L88.2133.88 na
L98.2138.74 na
TOR8.2142.12 na
PMPO1.055.17 na
PMPI1.025.97 na
BFO2.029.24 na
BFI2.038.78 na
BOR1.048.22 na
TEST-5.089.99 na
The maximum velocity is 20.79 and it occurs in the pipe between nodes BOR and TEST
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page5
Casa Colorado Date10-06-12
Hyd.QaDia.FittingPipePtPt
Ref."C"orFtng'sPePv*******Notes******
PointQtPf/FtEqv.Ln.TotalPfPn
*FIRST FLOOR PIPING
S1 25.011.1011Cpt5.0 0.708 32.300K Factor = 4.40
to150.00.0 5.0000.0
L725.010.10280.0 5.708 0.587Vel = 8.43
L70.01.1010.0 9.625 32.887
to150.00.00.00.0
L825.010.10290.0 9.625 0.990Vel = 8.43
0.0
25.01 33.877K Factor = 4.30
S2 25.381.1011Cpt5.0 0.708 33.274K Factor = 4.40
to150.00.0 5.0000.0
L825.380.10560.0 5.708 0.603Vel = 8.55
L8 25.011.1011Cpt5.0 7.920 33.877
to150.00.0 5.0000.0
L950.390.37600.0 12.920 4.858Vel = 16.98
L90.01.1011Cpe7.0 2.000 38.735
to150.00.0 7.0000.0
TOR50.390.37590.0 9.000 3.383Vel = 16.98
TOR0.01.0551Fsp0.0 7.210 42.118
to150.01S7.768 7.768 6.123* Fixed loss = 3
PMPO50.390.46290.0 14.978 6.933Vel = 18.49
0.0
50.39 55.174K Factor = 6.78
System Demand Pressure 55.174
Safety Margin 12.052
Continuation Pressure 67.226
Pressure @ Pump Outlet 67.226
Pressure From Pump Curve-41.252
Pressure @ Pump Inlet 25.974
PMPI0.01.0552Cue4.0 4.000 25.974
to150.00.0 4.000 -0.433
BFO50.390.46290.0 8.000 3.703Vel = 18.49
BFO0.01.0550.0 1.170 29.244
to150.00.00.0 9.000* Fixed loss = 9
BFI50.390.46240.0 1.170 0.541Vel = 18.49
BFI0.01.0551Cue2.0 1.000 38.785
to150.01Bv3.496 5.496 6.433* Fixed loss = 6
BOR50.390.46290.0 6.496 3.007Vel = 18.49
BOR0.00.9952Cue4.0 55.000 48.225
to150.01Cut2.0 8.628 2.599
TEST50.390.61551Bv2.628 63.628 39.165Vel = 20.79
0.0
50.39 89.989K Factor = 5.31
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087