HomeMy WebLinkAboutF12-0013 Vail Library Remodel Hydraulic Calculations 05-07-12 Signed _ _ _ Fire Prakeckian �y Compuker Design
Central Fire Protection
10775 E. 51 st Ave.
Denver, CO 80239
(303) 576-8157
Job Name : Vail Public Library Remodel Main Level Calc
Building : FP3
Location : 292 West Meadow Drive, Vail, Colorado 81657
System : 1
Contract : 284212
Data File : Vail Public Library Remodel Main Level Calc AREA 1.wxf
I attest to the accuracy and integrity of this
_ document
� Marvin Heath,sEr This fire sprinkler system hydraulic calculation
Central Fire Protection Contractors, �n�. has been com leted in com liance with
NICET Level IV N079201 P P
Fire Protection Engineering Technology/ NFPA, Local,&State Codes.
Water-Based Systems Layout
2012.05.07 07:11:46-06'00'
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page 1
Vail Public Library Remodel Main Level Calc Date 05/04/2012
HYDRAULIC CALCULATIONS
for
Project name: Vail Public Library Remodel
Location: 292 West Meadow Drive, Vail, Colorado 81657
Drawing no: FP3
Date: 05/04/2012
Design
Remote area number: 1
Remote area location: NE Corner
Occupancy classification: Light Hazard
Density: 0.10 - Gpm/SqFt
Area of application: 964 - SqFt
Coverage per sprinkler: varies - SqFt
Type of sprinklers calculated: QR Concealed
No. of sprinklers calculated: 11
In-rack demand: 0 - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 305.041 - GPM @ 101.033 - Psi
Type of system: Wet
Volume of dry or preaction system: N/a - Gal
Water supply information
Date: 04/24/2012
Location: 22 West Meadow Drive, Vail, Colorado
Source: Vail Fire Rescue
Name of contractor: Central Fire Protection Contractors, Inc.
Address: 10775 E. 51 st Ave., Denver, CO 80239
Phone number: 303-576-8157
Name of designer: Stephanie Pelster
Authority having jurisdiction: Vail Fire Rescue
Notes: (Include peaking information or gridded systems here.) A 10°/o reduction has been taken
off of the original Static& Residual pressures of the flow test. See sheet FP1
for further information regarding the flow test.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Central Fire Protection Page 2
Vail Public Library Remodel Main Level Calc Date 05/04/2012
City Water Supply: Demand:
C1 - Static Pressure : 135 D1 - Elevation : 10.542
C2 - Residual Pressure: 130.5 D2 - System Flow : 205.041
C2 - Residual Flow : 1353 D2 - System Pressure : 101.033
Hose ( Demand ) : 100
D3 - System Demand : 305.041
Safety Margin : 33.681
150
140
2
130
P 120
R 110 p
E 100
S 90
S 80
� 70
R 60
E 50
40
30
20
10 D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Central Fire Protection Page 3
Vail Public Library Remodel Main Level Calc Date 05/04/2012
Fitting Legend
Abbrev. Name Yz '/4 1 1'/< 1'/z 2 2Yz 3 3'/z 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Central Fire Protection Page 4
Vail Public Library Remodel Main Level Calc Date 05/04/2012
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
DP01 16.92 5.6 7.0 na 14.82 0.1 144 7.0
EQ01 17.25 6.88 na
DP02 18.34 5.6 7.0 na 14.82 0.1 144 7.0
EQ02 19.34 6.64 na
DP03 17.84 5.6 12.25 na 19.6 0.1 196 7.0
EQ03 18.67 11.99 na
DP04 17.17 5.6 7.0 na 14.82 0.1 144 7.0
EQ04 18.0 6.7 na
S5 17.34 K=K@ EQ04 7.12 na 15.28
1 17.67 8.7 na
2 19.0 13.44 na
3 19.0 16.17 na
4 19.0 17.43 na
5 19.0 25.46 na
6 19.0 36.89 na
7 19.0 38.04 na
18 8.92 45.31 na
22 8.92 55.61 na
TOR 8.92 58.66 na
BFO 3.71 64.84 na
BFI 3.71 73.96 na
PRO 3.71 75.0 na
PRI 3.71 95.38 na
BOR 3.71 95.91 na
TEST -5.0 101.03 na 100.0
S6 17.34 K=K@ EQ04 7.91 na 16.09
S7 19.34 K=K@ EQ03 11.99 na 19.6
S8 17.34 K=K@ EQ01 10.42 na 18.23
8 17.67 12.47 na
9 17.67 13.3 na
10 19.0 13.52 na
11 19.0 13.61 na
12 19.0 15.95 na
13 19.0 16.04 na
S9 17.34 K=K@ EQ01 11.44 na 19.1
S10 19.34 K=K@ EQ02 12.1 na 20.0
S2 17.34 K=K@ EQ04 9.63 na 17.76
14 17.67 12.06 na
15 19.0 14.02 na
16 19.0 17.38 na
S3 17.34 K=K@ EQ04 10.95 na 18.93
S4 18.67 K=K@ EQ03 12.73 na 20.19
S1 23.5 5.6 10.75 na 18.36 0.1 144 7.0
17 19.0 17.34 na
S11 19.0 5.6 14.74 na 21.5 0.1 169 7.0
20 19.0 30.67 na
21 19.0 30.26 na
19 19.0 29.72 na
The maximum velocity is 18 and it occurs in the pipe between nodes 4 and 5
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 5
Vail Public Library Remodel Main Level Calc Date 05/04/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*EQUIVALENT K'S
DP01 14.82 1.049 0.0 0.330 7.000 K Factor= 5.60
to 120.0 0.0 0.0 -0.143
EQ01 14.82 0.0758 0.0 0.330 0.025 Vel = 5.50
0.0
14.82 6.882 K Factor= 5.65
DP02 14.82 1.049 0.0 1.000 7.000 K Factor= 5.60
to 120.0 0.0 0.0 -0.433
EQ02 14.82 0.0750 0.0 1.000 0.075 Vel = 5.50
0.0
14.82 6.642 K Factor= 5.75
DP03 19.60 1.049 0.0 0.830 12.250 K Factor= 5.60
to 120.0 0.0 0.0 -0.359
EQ03 19.6 0.1253 0.0 0.830 0.104 Vel = 7.28
0.0
19.60 11.995 K Factor= 5.66
DP04 14.82 1.049 0.0 0.830 7.000 K Factor= 5.60
to 120.0 0.0 0.0 -0.359
EQ04 14.82 0.0747 0.0 0.830 0.062 Vel = 5.50
0.0
14.82 6.703 K Factor= 5.72
*REMOTE HEAD TO SUPPLY
S5 15.28 1.049 3E 6.0 15.750 7.125 K Factor @ node EQ04
to 120.0 0.0 6.000 -0.143
1 15.28 0.0790 0.0 21.750 1.719 Vel = 5.67
1 16.09 1.049 3E 6.0 11.750 8.701
to 120.0 0.0 6.000 -0.576
2 31.37 0.2993 0.0 17.750 5.312 Vel = 11.65
2 19.60 1.38 1 T 6.0 8.170 13.437
to 120.0 0.0 6.000 0.0
3 50.97 0.1932 0.0 14.170 2.737 Vel = 10.93
3 78.83 2.157 0.0 10.190 16.174
to 120.0 0.0 0.0 0.0
4 129.8 0.1237 0.0 10.190 1.261 Vel = 11.40
4 75.24 2.157 1 T 12.307 15.540 17.435
to 120.0 0.0 12.307 0.0
5 205.04 0.2882 0.0 27.847 8.025 Vel = 18.00
5 -80.72 2.157 1 E 6.153 93.960 25.460
to 120.0 0.0 6.153 0.0
6 124.32 0.1142 0.0 100.113 11.435 Vel = 10.92
6 0.0 2.157 1 E 6.153 3.830 36.895
to 120.0 0.0 6.153 0.0
7 124.32 0.1142 0.0 9.983 1.140 Vel = 10.92
7 80.72 2.157 0.0 10.080 38.035
to 120.0 0.0 0.0 4.366
18 205.04 0.2882 0.0 10.080 2.905 Vel = 18.00
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 6
Vail Public Library Remodel Main Level Calc Date 05/04/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18 0.0 2.157 2E 12.307 23.460 45.306
to 120.0 0.0 12.307 0.0
22 205.04 0.2882 0.0 35.767 10.308 Vel = 18.00
22 0.0 2.635 2E 16.474 11.500 55.614
to 120.0 0.0 16.474 0.0
TOR 205.04 0.1087 0.0 27.974 3.042 Vel = 12.06
TOR 0.0 3.26 2E 18.815 5.210 58.656
to 120.0 1 Fsp 0.0 18.815 5.256 * Fixed loss = 3
BFO 205.04 0.0386 0.0 24.025 0.927 Vel = 7.88
BFO 0.0 3.26 0.0 3.170 64.839
to 120.0 0.0 0.0 9.000 * Fixed loss = 9
BFI 205.04 0.0385 0.0 3.170 0.122 Vel = 7.88
BFI 0.0 3.26 2E 18.815 6.670 73.961
to 120.0 1 G 1.344 20.159 0.0
PRO 205.04 0.0386 0.0 26.829 1.035 Vel = 7.88
PRO 0.0 3.26 0.0 10.000 74.996
to 120.0 0.0 0.0 20.000 * Fixed loss = 20
PRI 205.04 0.0386 0.0 10.000 0.386 Vel = 7.88
PRI 0.0 3.26 1 E 9.408 3.000 95.382
to 120.0 1 G 1.344 10.752 0.0
BOR 205.04 0.0385 0.0 13.752 0.530 Vel = 7.88
BOR 0.0 4.1 3E 32.783 50.000 95.912
to 120.0 1 T 21.855 56.824 3.772
TEST 205.04 0.0126 1 G 2.186 106.824 1.349 Vel = 4.98
100.00 Qa = 100.00
305.04 101.033 K Factor= 30.35
*NEW PATH
S6 16.09 1.049 2E 4.0 1.750 7.908 K Factor @ node EQ04
to 120.0 1 T 5.0 9.000 -0.143
1 16.09 0.0871 0.0 10.750 0.936 Vel = 5.97
0.0
16.09 8.701 K Factor= 5.45
"NEW PATH
S7 19.60 1.049 2E 4.0 1.330 11.995 K Factor @ node EQ03
to 120.0 1 T 5.0 9.000 0.147
2 19.6 0.1254 0.0 10.330 1.295 Vel = 7.28
0.0
19.60 13.437 K Factor= 5.35
*NEW PATH
S8 18.23 1.049 3E 6.0 14.060 10.416 K Factor @ node EQ01
to 120.0 0.0 6.000 -0.143
8 18.23 0.1096 0.0 20.060 2.199 Vel = 6.77
8 19.10 1.38 0.0 7.580 12.472
to 120.0 0.0 0.0 0.0
9 37.33 0.1086 0.0 7.580 0.823 Vel = 8.01
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 7
Vail Public Library Remodel Main Level Calc Date 05/04/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
9 0.0 1.38 2E 6.0 1.330 13.295
to 120.0 0.0 6.000 -0.576
10 37.33 0.1086 0.0 7.330 0.796 Vel = 8.01
10 0.0 1.38 0.0 0.830 13.515
to 120.0 0.0 0.0 0.0
11 37.33 0.1084 0.0 0.830 0.090 Vel = 8.01
11 20.00 1.61 1 T 8.0 12.700 13.605
to 120.0 0.0 8.000 0.0
12 57.33 0.1134 0.0 20.700 2.347 Vel = 9.03
12 0.0 2.157 0.0 3.340 15.952
to 120.0 0.0 0.0 0.0
13 57.33 0.0272 0.0 3.340 0.091 Vel = 5.03
13 21.50 2.157 0.0 2.670 16.043
to 120.0 0.0 0.0 0.0
3 78.83 0.0491 0.0 2.670 0.131 Vel = 6.92
0.0
78.83 16.174 K Factor= 19.60
*NEW PATH
S9 19.10 1.049 2E 4.0 0.830 11.440 K Factor @ node EQ01
to 120.0 1 T 5.0 9.000 -0.143
8 19.1 0.1195 0.0 9.830 1.175 Vel = 7.09
0.0
19.10 12.472 K Factor= 5.41
*NEW PATH
S10 20.00 1.049 2E 4.0 1.430 12.101 K Factor @ node EQ02
to 120.0 1 T 5.0 9.000 0.147
11 20.0 0.1301 0.0 10.430 1.357 Vel = 7.42
0.0
20.00 13.605 K Factor= 5.42
"NEW PATH
S2 17.76 1.049 2E 4.0 15.660 9.625 K Factor @ node EQ04
to 120.0 1 T 5.0 9.000 -0.143
14 17.76 0.1044 0.0 24.660 2.575 Vel = 6.59
14 18.93 1.38 3E 9.0 15.160 12.057
to 120.0 0.0 9.000 -0.576
15 36.69 0.1052 0.0 24.160 2.541 Vel = 7.87
15 20.19 1.38 1 T 6.0 8.170 14.022
to 120.0 0.0 6.000 0.0
16 56.88 0.2367 0.0 14.170 3.354 Vel = 12.20
16 18.36 2.157 0.0 1.310 17.376
to 120.0 0.0 0.0 0.0
4 75.24 0.0450 0.0 1.310 0.059 Vel = 6.61
0.0
75.24 17.435 K Factor= 18.02
"NEW PATH
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 8
Vail Public Library Remodel Main Level Calc Date 05/04/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
S3 18.93 1.049 2E 4.0 1.660 10.947 K Factor @ node EQ04
to 120.0 1 T 5.0 9.000 -0.143
14 18.93 0.1175 0.0 10.660 1.253 Vel = 7.03
0.0
18.93 12.057 K Factor= 5.45
*NEW PATH
S4 20.19 1.049 2E 4.0 1.830 12.730 K Factor @ node EQ03
to 120.0 1 T 5.0 9.000 -0.143
15 20.19 0.1325 0.0 10.830 1.435 Vel = 7.50
0.0
20.19 14.022 K Factor= 5.39
*NEW PATH
S1 18.36 1.049 5E 10.0 26.780 10.749 K Factor= 5.60
to 120.0 1 T 5.0 15.000 1.949
17 18.36 0.1111 0.0 41.780 4.641 Vel = 6.82
17 0.0 2.157 0.0 10.920 17.339
to 120.0 0.0 0.0 0.0
16 18.36 0.0034 0.0 10.920 0.037 Vel = 1.61
0.0
18.36 17.376 K Factor= 4.40
*NEW PATH
S11 21.50 1.049 1 E 2.0 1.770 14.738 K Factor= 5.60
to 120.0 1 T 5.0 7.000 0.0
13 21.5 0.1488 0.0 8.770 1.305 Vel = 7.98
0.0
21.50 16.043 K Factor= 5.37
*NEW PATH
7 -80.72 2.157 3E 18.46 124.870 38.035
to 120.0 0.0 18.460 0.0
20 -80.72 -0.0514 0.0 143.330 -7.363 Vel = 7.09
20 0.0 2.157 0.0 8.000 30.672
to 120.0 0.0 0.0 0.0
21 -80.72 -0.0514 0.0 8.000 -0.411 Vel = 7.09
21 0.0 2.157 0.0 10.580 30.261
to 120.0 0.0 0.0 0.0
19 -80.72 -0.0513 0.0 10.580 -0.543 Vel = 7.09
19 0.0 2.157 1 E 6.153 64.420 29.718
to 120.0 1 T 12.307 18.460 0.0
5 -80.72 -0.0514 0.0 82.880 -4.258 Vel = 7.09
0.0
-80.72 25.460 K Factor= -16.00
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
_ _ _ Fire Prakeckian �y Compuker Design
Central Fire Protection
10775 E. 51 st Ave.
Denver, CO 80239
(303) 576-8157
Job Name : Vail Public Library Remodel Main Level Calc
Building : FP3
Location : 292 West Meadow Drive, Vail, Colorado 81657
System : 2
Contract : 284212
Data File : Vail Public Library Remodel Main Level Calc AREA 2.wxf
I attest to the accuracy and integrity of this
document
� Marvin Heath,SET This fire sprinkler system hydraulic
Central Fire Protection Contractors, �n�. calculation has been com leted in
NICET Level IV tt079201 p
Fire Protection Engineering Technology/ compliance with NFPA, Local,&State Codes.
Water-Based Systems Layout
2012.05.07 07:12:20-06'00'
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page 1
Vail Public Library Remodel Main Level Calc Date 05/06/2012
HYDRAULIC CALCULATIONS
for
Project name: Vail Public Library Remodel
Location: 292 West Meadow Drive, Vail, Colorado 81657
Drawing no: FP3
Date: 05/06/2012
Design
Remote area number: 2
Remote area location: Main Library
Occupancy classification: Light Hazard
Density: 0.10 - Gpm/SqFt
Area of application: 973 - SqFt
Coverage per sprinkler: varies - SqFt
Type of sprinklers calculated: QR 'Old Style' Sprinklers
No. of sprinklers calculated: 9
In-rack demand: 0 - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 254.144 - GPM @ 76.129 - Psi
Type of system: Wet
Volume of dry or preaction system: N/a - Gal
Water supply information
Date: 04/24/2012
Location: 22 West Meadow Drive, Vail, Colorado
Source: Vail Fire Rescue
Name of contractor: Central Fire Protection Contractors, Inc.
Address: 10775 E. 51 st Ave., Denver, CO 80239
Phone number: 303-576-8157
Name of designer: Stephanie Pelster
Authority having jurisdiction: Vail Fire Rescue
Notes: (Include peaking information or gridded systems here.) A 10°/o reduction has been taken
off of the original Static& Residual pressures of the flow test. See sheet FP1
for further information regarding the flow test.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
Central Fire Protection Page 2
Vail Public Library Remodel Main Level Calc Date 05/06/2012
City Water Supply: Demand:
C1 - Static Pressure : 135 D1 - Elevation : 10.394
C2 - Residual Pressure: 130.5 D2 - System Flow : 154.144
C2 - Residual Flow : 1353 D2 - System Pressure : 76.129
Hose ( Demand ) : 100
D3 - System Demand : 254.144
Safety Margin : 58.667
150
140
2
130
P 120
R 110
E 100
S 90
S 80
� 70
R 60
E 50
40
30
20
10 D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Central Fire Protection Page 3
Vail Public Library Remodel Main Level Calc Date 05/06/2012
Fitting Legend
Abbrev. Name Yz '/4 1 1'/< 1'/z 2 2Yz 3 3'/z 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Central Fire Protection Page 4
Vail Public Library Remodel Main Level Calc Date 05/06/2012
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
DP01 18.42 5.6 7.0 na 14.82 0.1 144 7.0
EQ01 19.0 6.79 na
DP02 18.42 5.6 7.0 na 14.82 0.1 144 7.0
EQ02 19.0 7.17 na
DP03 18.42 5.6 9.54 na 17.3 0.1 173 7.0
EQ03 19.0 9.85 na
DP04 18.42 5.6 7.96 na 15.8 0.1 158 7.0
EQ04 19.0 7.93 na
S12 19.0 K=K@ EQ01 8.37 na 16.45
S13 19.0 K=K@ EQ02 9.29 na 16.87
S14 19.0 K=K@ EQ03 11.99 na 19.09
19 19.0 13.72 na
5 19.0 17.09 na
6 19.0 21.17 na
7 19.0 21.58 na
18 8.92 27.66 na
22 8.92 33.74 na
TOR 8.92 35.54 na
BFO 3.71 41.34 na
BFI 3.71 50.41 na
PRO 3.71 51.02 na
PRI 3.71 71.25 na
BOR 3.71 71.56 na
TEST -5.0 76.13 na 100.0
20 19.0 13.84 na
21 19.0 13.68 na
S15 19.0 K=K@ EQ01 8.44 na 16.51
S16 19.0 K=K@ EQ02 9.71 na 17.25
S18 19.0 K=K@ EQ02 8.94 na 16.55
S17 19.0 K=K@ EQ02 10.04 na 17.54
S19 19.0 K=K@ EQ04 8.74 na 16.59
S20 19.0 K=K@ EQ03 9.85 na 17.3
The maximum velocity is 13.53 and it occurs in the pipe between nodes 7 and 18
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 5
Vail Public Library Remodel Main Level Calc Date 05/06/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*EQUIVALENT K'S
DP01 14.82 1.049 0.0 0.580 7.000 K Factor= 5.60
to 120.0 0.0 0.0 -0.251
EQ01 14.82 0.0741 0.0 0.580 0.043 Vel = 5.50
0.0
14.82 6.792 K Factor= 5.69
DP02 14.82 1.049 1 T 5.0 0.580 7.000 K Factor= 5.60
to 120.0 0.0 5.000 -0.251
EQ02 14.82 0.0747 0.0 5.580 0.417 Vel = 5.50
0.0
14.82 7.166 K Factor= 5.54
DP03 17.30 1.049 1 T 5.0 0.580 9.544 K Factor= 5.60
to 120.0 0.0 5.000 -0.251
EQ03 17.3 0.0995 0.0 5.580 0.555 Vel = 6.42
0.0
17.30 9.848 K Factor= 5.51
DP04 15.80 1.049 1 E 2.0 0.580 7.960 K Factor= 5.60
to 120.0 0.0 2.000 -0.251
EQ04 15.8 0.0841 0.0 2.580 0.217 Vel = 5.87
0.0
15.80 7.926 K Factor= 5.61
*REMOTE HEAD TO SUPPLY
S12 16.45 1.049 1 E 2.0 8.080 8.372 K Factor @ node EQ01
to 120.0 0.0 2.000 0.0
S13 16.45 0.0906 0.0 10.080 0.913 Vel = 6.11
S13 16.86 1.049 0.0 8.080 9.285 K Factor @ node EQ02
to 120.0 0.0 0.0 0.0
S14 33.31 0.3345 0.0 8.080 2.703 Vel = 12.37
S14 19.09 1.38 1T 6.0 2.500 11.988 K Factor @ node EQ03
to 120.0 0.0 6.000 0.0
19 52.4 0.2033 0.0 8.500 1.728 Vel = 11.24
19 18.83 2.157 1 E 6.153 64.420 13.716
to 120.0 1 T 12.307 18.460 0.0
5 71.23 0.0408 0.0 82.880 3.378 Vel = 6.25
5 0.0 2.157 1 E 6.153 93.960 17.094
to 120.0 0.0 6.153 0.0
6 71.23 0.0408 0.0 100.113 4.080 Vel = 6.25
6 0.0 2.157 1 E 6.153 3.830 21.174
to 120.0 0.0 6.153 0.0
7 71.23 0.0408 0.0 9.983 0.407 Vel = 6.25
7 82.91 2.157 0.0 10.080 21.581
to 120.0 0.0 0.0 4.366
18 154.14 0.1699 0.0 10.080 1.713 Vel = 13.53
18 0.0 2.157 2E 12.307 23.460 27.660
to 120.0 0.0 12.307 0.0
22 154.14 0.1700 0.0 35.767 6.081 Vel = 13.53
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 6
Vail Public Library Remodel Main Level Calc Date 05/06/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
22 0.0 2.635 2E 16.474 11.500 33.741
to 120.0 0.0 16.474 0.0
TOR 154.14 0.0641 0.0 27.974 1.794 Vel = 9.07
TOR 0.0 3.26 2E 18.815 5.210 35.535
to 120.0 1 Fsp 0.0 18.815 5.256 * Fixed loss = 3
BFO 154.14 0.0228 0.0 24.025 0.547 Vel = 5.92
BFO 0.0 3.26 0.0 3.170 41.338
to 120.0 0.0 0.0 9.000 * Fixed loss = 9
BFI 154.14 0.0227 0.0 3.170 0.072 Vel = 5.92
BFI 0.0 3.26 2E 18.815 6.670 50.410
to 120.0 1 G 1.344 20.159 0.0
PRO 154.14 0.0227 0.0 26.829 0.610 Vel = 5.92
PRO 0.0 3.26 0.0 10.000 51.020
to 120.0 0.0 0.0 20.000 * Fixed loss = 20
PRI 154.14 0.0228 0.0 10.000 0.228 Vel = 5.92
PRI 0.0 3.26 1 E 9.408 3.000 71.248
to 120.0 1 G 1.344 10.752 0.0
BOR 154.14 0.0228 0.0 13.752 0.313 Vel = 5.92
BOR 0.0 4.1 3E 32.783 50.000 71.561
to 120.0 1 T 21.855 56.824 3.772
TEST 154.14 0.0075 1 G 2.186 106.824 0.796 Vel = 3.75
100.00 Qa = 100.00
254.14 76.129 K Factor= 29.13
"NEW PATH
7 -82.92 2.157 3E 18.46 124.870 21.581
to 120.0 0.0 18.460 0.0
20 -82.92 -0.0540 0.0 143.330 -7.738 Vel = 7.28
20 33.90 2.157 0.0 8.000 13.843
to 120.0 0.0 0.0 0.0
21 -49.02 -0.0205 0.0 8.000 -0.164 Vel = 4.30
21 67.84 2.157 0.0 10.580 13.679
to 120.0 0.0 0.0 0.0
19 18.82 0.0035 0.0 10.580 0.037 Vel = 1.65
0.0
18.82 13.716 K Factor= 5.08
*NEW PATH
S15 16.51 1.049 1 E 2.0 12.000 8.435 K Factor @ node EQ01
to 120.0 0.0 2.000 0.0
S16 16.51 0.0913 0.0 14.000 1.278 Vel = 6.13
S16 17.25 1.049 1T 5.0 6.570 9.713 K Factor @ node EQ02
to 120.0 0.0 5.000 0.0
21 33.76 0.3428 0.0 11.570 3.966 Vel = 12.53
0.0
33.76 13.679 K Factor= 9.13
*NEW PATH
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Central Fire Protection Page 7
Vail Public Library Remodel Main Level Calc Date 05/06/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
S18 16.55 1.049 0.0 12.000 8.940 K Factor @ node EQ02
to 120.0 0.0 0.0 0.0
S17 16.55 0.0917 0.0 12.000 1.100 Vel = 6.14
S17 17.54 1.049 1T 5.0 5.430 10.040 K Factor @ node EQ02
to 120.0 0.0 5.000 0.0
21 34.09 0.3489 0.0 10.430 3.639 Vel = 12.66
0.0
34.09 13.679 K Factor= 9.22
*NEW PATH
S19 16.59 1.049 0.0 12.000 8.742 K Factor @ node EQ04
to 120.0 0.0 0.0 0.0
S20 16.59 0.0922 0.0 12.000 1.106 Vel = 6.16
S20 17.30 1.049 1 T 5.0 6.570 9.848 K Factor @ node EQ03
to 120.0 0.0 5.000 0.0
20 33.89 0.3453 0.0 11.570 3.995 Vel = 12.58
0.0
33.89 13.843 K Factor= 9.11
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087