HomeMy WebLinkAboutF12-0013 Vail Library Remodel Hydraulic Calculations 05-31-12 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 Lower Level Calc
Building : FP2
Location : 292 West Meadow Drive, Vail, Colorado 81657
System : 3
Contract : 284212
Data File : Vail Public Library Remodel Lower Level Calc AREA 3.wxf
I attest to the accuracy and integrity of this
document
� Marvin Heath, SET This fire sprinkler system hydraulic
Central Fire Protection�ontractors, �n�. calculation has been completed in
NICET Level IV tt079201
Fire Protection Engineering Technology/ compliance with NFPA, Local,& State Codes.
Water-Based Systems Layout
2012.0531 09:00:57 -06'00'
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page 1
Vail Public Library Remodel Lower Level Calc Date 05/29/2012
HYDRAULIC CALCULATIONS
for
Project name: Vail Public Library Remodel
Location: 292 West Meadow Drive, Vail, Colorado 81657
Drawing no: FP2
Date: 05/29/2012
Design
Remote area number: 3
Remote area location: Lower Level
Occupancy classification: Light Hazard
Density: 0.10 - Gpm/SqFt
Area of application: 857 - SqFt
Coverage per sprinkler: varies - SqFt
Type of sprinklers calculated: QR Concealed Sprinklers
No. of sprinklers calculated: 8
In-rack demand: 0 - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 288.312 - GPM @ 103.588 - 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 Lower Level Calc Date 05/29/2012
City Water Supply: Demand:
C1 - Static Pressure : 135 D1 - Elevation : 5.704
C2 - Residual Pressure: 130.5 D2 - System Flow : 188.312
C2 - Residual Flow : 1353 D2 - System Pressure : 103.588
Hose ( Demand ) : 100
D3 - System Demand : 288.312
Safety Margin : 31.154
150
140
2
130
P 120
R 110
E 100
3
S 90
S 80
� 70
R 60
E 50
40
30
20
10
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 Lower Level Calc Date 05/29/2012
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
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
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 Lower Level Calc Date 05/29/2012
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
DP01 7.333 5.6 7.0 na 14.82 0.1 144 7.0
EQ01 8.17 7.04 na
DP02 7.333 5.6 7.0 na 14.82 0.1 144 7.0
EQ02 8.17 7.26 na
DP03 7.333 5.6 14.06 na 21.0 0.1 210 7.0
EQ03 8.17 14.46 na
DP04 7.333 5.6 14.06 na 21.0 0.1 210 7.0
EQ04 8.17 14.89 na
S1 8.17 K=K@ EQ01 12.34 na 19.62
S2 8.17 K=K@ EQ01 12.14 na 19.46
L1 8.17 13.33 na
S3 8.17 K=K@ EQ02 16.72 na 22.48
L2 8.17 18.27 na
S4 8.17 K=K@ EQ01 17.2 na 23.17
L3 8.17 18.55 na
L4 8.17 21.27 na
M1 8.17 30.14 na
S5 8.17 K=K@ EQ03 14.46 na 21.0
S6 8.17 K=K@ EQ04 16.45 na 22.08
S7 8.17 K=K@ EQ04 29.37 na 29.5
M2 8.17 31.78 na
S8 8.17 5.6 30.66 na 31.01 0.1 90 7.0
M3 8.17 33.11 na
TOR2 8.17 54.89 na
MF1 3.71 67.53 na
BFO 3.71 67.89 na
BFI 3.71 77.0 na
PRO 3.71 77.88 na
PRI 3.71 98.21 na
BOR 3.71 98.66 na
TEST -5.0 103.59 na 100.0
The maximum velocity is 18.17 and it occurs in the pipe between nodes L3 and L4
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 Lower Level Calc Date 05/29/2012
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 2E 4.0 1.333 7.000 K Factor= 5.60
to 120.0 0.0 4.000 -0.363
EQ01 14.82 0.0748 0.0 5.333 0.399 Vel = 5.50
0.0
14.82 7.036 K Factor= 5.59
DP02 14.82 1.049 1 E 2.0 1.333 7.000 K Factor= 5.60
to 120.0 1 T 5.0 7.000 -0.363
EQ02 14.82 0.0748 0.0 8.333 0.623 Vel = 5.50
0.0
14.82 7.260 K Factor= 5.50
DP03 21.00 1.049 2E 4.0 1.333 14.062 K Factor= 5.60
to 120.0 0.0 4.000 -0.363
EQ03 21.0 0.1427 0.0 5.333 0.761 Vel = 7.80
0.0
21.00 14.460 K Factor= 5.52
DP04 21.00 1.049 1 E 2.0 1.333 14.062 K Factor= 5.60
to 120.0 1 T 5.0 7.000 -0.363
EQ04 21.0 0.1426 0.0 8.333 1.188 Vel = 7.80
0.0
21.00 14.887 K Factor= 5.44
*REMOTE HEAD TO SUPPLY
S1 19.62 1.049 1T 5.0 2.875 12.339 K Factor @ node EQ01
to 120.0 0.0 5.000 0.0
L1 19.62 0.1256 0.0 7.875 0.989 Vel = 7.28
0.0
19.62 13.328 K Factor= 5.37
S2 19.46 1.049 1 T 5.0 4.625 12.138 K Factor @ node EQ01
to 120.0 0.0 5.000 0.0
L1 19.46 0.1236 0.0 9.625 1.190 Vel = 7.22
L1 19.62 1.049 0.0 11.000 13.328
to 120.0 0.0 0.0 0.0
L2 39.08 0.4495 0.0 11.000 4.944 Vel = 14.51
0.0
39.08 18.272 K Factor= 9.14
S3 22.48 1.049 1 T 5.0 4.625 16.716 K Factor @ node EQ02
to 120.0 0.0 5.000 0.0
L2 22.48 0.1617 0.0 9.625 1.556 Vel = 8.35
L2 39.08 1.38 0.0 1.000 18.272
to 120.0 0.0 0.0 0.0
L3 61.56 0.2740 0.0 1.000 0.274 Vel = 13.20
0.0
61.56 18.546 K Factor= 14.29
S4 23.17 1.049 1 T 5.0 2.875 17.201 K Factor @ node EQ01
to 120.0 0.0 5.000 0.0
L3 23.17 0.1708 0.0 7.875 1.345 Vel = 8.60
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 Lower Level Calc Date 05/29/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
L3 61.56 1.38 0.0 5.500 18.546
to 120.0 0.0 0.0 0.0
L4 84.73 0.4945 0.0 5.500 2.720 Vel = 18.17
L4 0.0 1.61 4E 16.0 14.000 21.266
to 120.0 1 T 8.0 24.000 0.0
M 1 84.73 0.2335 0.0 38.000 8.873 Vel = 13.35
M1 0.0 2.157 2E 12.307 16.920 30.139
to 120.0 0.0 12.307 0.0
M2 84.73 0.0562 0.0 29.227 1.642 Vel = 7.44
0.0
84.73 31.781 K Factor= 15.03
S5 21.00 1.049 0.0 14.000 14.460 K Factor @ node EQ03
to 120.0 0.0 0.0 0.0
S6 21.0 0.1424 0.0 14.000 1.994 Vel = 7.80
S6 22.08 1.049 4E 8.0 16.000 16.454 K Factor @ node EQ04
to 120.0 0.0 8.000 0.0
S7 43.08 0.5380 0.0 24.000 12.913 Vel = 15.99
S7 29.49 1.38 1 T 6.0 0.500 29.367 K Factor @ node EQ04
to 120.0 0.0 6.000 0.0
M2 72.57 0.3714 0.0 6.500 2.414 Vel = 15.57
M2 84.73 2.157 0.0 7.500 31.781
to 120.0 0.0 0.0 0.0
M3 157.3 0.1765 0.0 7.500 1.324 Vel = 13.81
0.0
157.30 33.105 K Factor= 27.34
S8 31.01 1.049 1 E 2.0 1.333 30.664 K Factor= 5.60
to 120.0 1 T 5.0 7.000 0.0
M3 31.01 0.2929 0.0 8.333 2.441 Vel = 11.51
M3 157.30 2.157 3E 18.46 45.420 33.105
to 120.0 2T 24.613 43.073 0.0
TOR2 188.31 0.2462 0.0 88.493 21.789 Vel = 16.53
TOR2 0.0 2.157 1 E 6.153 5.460 54.894
to 120.0 1 T 12.307 25.844 4.932 * Fixed loss = 3
MF1 188.31 0.2462 1 B 7.384 31.304 7.708 Vel = 16.53
1 Fsp 0.0
MF1 0.0 3.26 1 E 9.408 1.500 67.534
to 120.0 0.0 9.408 0.0
BFO 188.31 0.0329 0.0 10.908 0.359 Vel = 7.24
BFO 0.0 3.26 0.0 3.170 67.893
to 120.0 0.0 0.0 9.000 * Fixed loss = 9
BFI 188.31 0.0328 0.0 3.170 0.104 Vel = 7.24
BFI 0.0 3.26 2E 18.815 6.670 76.997
to 120.0 1 G 1.344 20.159 0.0
PRO 188.31 0.0329 0.0 26.829 0.884 Vel = 7.24
PRO 0.0 3.26 0.0 10.000 77.881
to 120.0 0.0 0.0 20.000 * Fixed loss = 20
PRI 188.31 0.0330 0.0 10.000 0.330 Vel = 7.24
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 Lower Level Calc Date 05/29/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
PRI 0.0 3.26 1 E 9.408 3.000 98.211
to 120.0 1 G 1.344 10.752 0.0
BOR 188.31 0.0329 0.0 13.752 0.453 Vel = 7.24
BOR 0.0 4.1 3E 32.783 50.000 98.664
to 120.0 1 T 21.855 56.824 3.772
TEST 188.31 0.0108 1 G 2.186 106.824 1.152 Vel = 4.58
100.00 Qa = 100.00
288.31 103.588 K Factor= 28.33
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 Galleria 103 Calc
Building : FP3
Location : 292 West Meadow Drive, Vail, Colorado 81657
System : 4
Contract : 284212
Data File : Vail Public Library Remodel Main Level Calc AREA 4.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 completed in
NICET LevellV#079201
Fire Protection Engineering Technology/ compliance with NFPA, Local, &State Codes.
Water-Based Systems Layout
2012.05.31 09:01:24-06'00'
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Central Fire Protection Page 1
Vail Public Library Remodel Galleria 103 Calc Date 05/30/2012
HYDRAULIC CALCULATIONS
for
Project name: Vail Public Library Remodel
Location: 292 West Meadow Drive, Vail, Colorado 81657
Drawing no: FP3
Date: 05/30/2012
Design
Remote area number: 4
Remote area location: Galleria 103
Occupancy classification: Light Hazard
Density: 0.10 - Gpm/SqFt
Area of application: 973 - SqFt
Coverage per sprinkler: 145- SqFt
Type of sprinklers calculated: QR Upright Sprinklers
No. of sprinklers calculated: 17
In-rack demand: 0 - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 450.643 - GPM @ 114.692 - 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 Galleria 103 Calc Date 05/30/2012
City Water Supply: Demand:
C1 - Static Pressure : 135 D1 - Elevation : 13.933
C2 - Residual Pressure: 130.5 D2 - System Flow : 350.643
C2 - Residual Flow : 1353 D2 - System Pressure : 114.692
Hose ( Demand ) : 100
D3 - System Demand : 450.643
Safety Margin : 19.719
150
140
2
130
P 120
R 110
3
E 100
S 90
S 80
� 70
R 60
E 50
40
30
20
10
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 Galleria 103 Calc Date 05/30/2012
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
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
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 Galleria 103 Calc Date 05/30/2012
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S1 27.17 5.6 7.0 na 14.82 0.1 145 7.0
S2 27.17 5.6 7.9 na 15.74 0.1 145 7.0
S3 27.17 5.6 11.32 na 18.84 0.1 145 7.0
S4 27.17 5.6 13.5 na 20.58 0.1 145 7.0
S5 27.17 5.6 17.67 na 23.54 0.1 145 7.0
S6 27.17 5.6 9.48 na 17.25 0.1 145 7.0
S7 27.17 5.6 10.82 na 18.42 0.1 145 7.0
S8 27.17 5.6 15.37 na 21.96 0.1 145 7.0
S9 27.17 5.6 18.28 na 23.94 0.1 145 7.0
23 27.17 22.43 na
24 18.375 35.84 na
25 18.375 47.16 na
26 8.92 52.74 na
22 8.92 55.32 na
TOR 8.92 63.53 na
BFO 3.71 72.69 na
BFI 3.71 82.02 na
PRO 3.71 84.81 na
PRI 3.71 105.85 na
BOR 3.71 107.28 na
TEST -5.0 114.69 na 100.0
S10 27.17 5.6 8.6 na 16.43 0.1 145 7.0
S11 27.17 5.6 9.69 na 17.43 0.1 145 7.0
S12 27.17 5.6 13.82 na 20.82 0.1 145 7.0
S13 27.17 5.6 16.46 na 22.72 0.1 145 7.0
S14 27.17 5.6 21.48 na 25.96 0.1 145 7.0
S15 27.17 5.6 15.12 na 21.78 0.1 145 7.0
S16 27.17 5.6 16.95 na 23.06 0.1 145 7.0
S17 27.17 5.6 23.9 na 27.38 0.1 145 7.0
27 27.17 27.22 na
28 19.0 37.59 na
20 19.0 38.93 na
21 19.0 39.01 na
19 19.0 39.11 na
5 19.0 39.94 na
6 19.0 40.94 na
7 19.0 41.04 na
18 8.92 47.59 na
The maximum velocity is 20.63 and it occurs in the pipe between nodes 22 and TOR
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 Galleria 103 Calc Date 05/30/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*WEST SIDE OF ATRIUM
S1 14.82 1.049 0.0 12.000 7.000 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S2 14.82 0.0747 0.0 12.000 0.896 Vel = 5.50
S2 15.73 1.049 0.0 12.000 7.896 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S3 30.55 0.2850 0.0 12.000 3.420 Vel = 11.34
S3 18.84 1.38 0.0 12.000 11.316 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S4 49.39 0.1822 0.0 12.000 2.187 Vel = 10.59
S4 20.58 1.38 0.0 12.000 13.503 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S5 69.97 0.3472 0.0 12.000 4.166 Vel = 15.01
S5 23.54 1.61 1 T 8.0 9.000 17.669 K Factor= 5.60
to 120.0 0.0 8.000 0.0
23 93.51 0.2802 0.0 17.000 4.764 Vel = 14.74
0.0
93.51 22.433 K Factor= 19.74
S6 17.25 1.049 2E 4.0 9.500 9.485 K Factor= 5.60
to 120.0 0.0 4.000 0.0
S7 17.25 0.0989 0.0 13.500 1.335 Vel = 6.40
S7 18.42 1.049 0.0 12.000 10.820 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S8 35.67 0.3795 0.0 12.000 4.554 Vel = 13.24
S8 21.95 1.38 0.0 12.000 15.374 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S9 57.62 0.2424 0.0 12.000 2.909 Vel = 12.36
S9 23.95 1.38 1 T 6.0 3.000 18.283 K Factor= 5.60
to 120.0 0.0 6.000 0.0
23 81.57 0.4611 0.0 9.000 4.150 Vel = 17.50
23 93.51 2.067 1 E 5.0 11.250 22.433
to 120.0 2T 20.0 25.000 3.809
24 175.08 0.2648 0.0 36.250 9.599 Vel = 16.74
24 0.0 2.067 2E 10.0 22.750 35.841
to 120.0 1 T 10.0 20.000 0.0
25 175.08 0.2648 0.0 42.750 11.320 Vel = 16.74
25 0.0 2.635 1 E 8.237 10.000 47.161
to 120.0 0.0 8.237 4.095
26 175.08 0.0812 0.0 18.237 1.481 Vel = 10.30
26 0.0 2.635 1 E 8.237 7.170 52.737
to 120.0 1 T 16.474 24.711 0.0
22 175.08 0.0811 0.0 31.881 2.587 Vel = 10.30
22 175.56 2.635 2E 16.474 11.500 55.324
to 120.0 0.0 16.474 0.0
TOR 350.64 0.2934 0.0 27.974 8.208 Vel = 20.63
TOR 0.0 3.26 2E 18.815 5.210 63.532
to 120.0 1 Fsp 0.0 32.255 5.256 " Fixed loss = 3
BFO 350.64 0.1041 1 B 13.44 37.465 3.899 Vel = 13.48
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 Galleria 103 Calc Date 05/30/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
BFO 0.0 3.26 0.0 3.170 72.687
to 120.0 0.0 0.0 9.000 * Fixed loss = 9
BFI 350.64 0.1041 0.0 3.170 0.330 Vel = 13.48
BFI 0.0 3.26 2E 18.815 6.670 82.017
to 120.0 1 G 1.344 20.159 0.0
PRO 350.64 0.1041 0.0 26.829 2.792 Vel = 13.48
PRO 0.0 3.26 0.0 10.000 84.809
to 120.0 0.0 0.0 20.000 * Fixed loss = 20
PRI 350.64 0.1040 0.0 10.000 1.040 Vel = 13.48
PRI 0.0 3.26 1 E 9.408 3.000 105.849
to 120.0 1 G 1.344 10.752 0.0
BOR 350.64 0.1041 0.0 13.752 1.431 Vel = 13.48
BOR 0.0 4.1 3E 32.783 50.000 107.280
to 120.0 1 T 21.855 56.824 3.772
TEST 350.64 0.0341 1 G 2.186 106.824 3.640 Vel = 8.52
100.00 Qa = 100.00
450.64 114.692 K Factor= 42.08
*EAST SIDE OF ATRIUM
S10 16.43 1.049 0.0 12.000 8.603 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S11 16.43 0.0904 0.0 12.000 1.085 Vel = 6.10
S11 17.43 1.049 0.0 12.000 9.688 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S12 33.86 0.3446 0.0 12.000 4.135 Vel = 12.57
S12 20.82 1.38 0.0 12.000 13.823 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S13 54.68 0.2199 0.0 12.000 2.639 Vel = 11.73
S13 22.72 1.38 0.0 12.000 16.462 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S14 77.4 0.4184 0.0 12.000 5.021 Vel = 16.60
S14 25.95 1.61 1T 8.0 9.000 21.483 K Factor= 5.60
to 120.0 0.0 8.000 0.0
27 103.35 0.3372 0.0 17.000 5.733 Vel = 16.29
0.0
103.35 27.216 K Factor= 19.81
S15 21.78 1.049 0.0 12.000 15.123 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S16 21.78 0.1523 0.0 12.000 1.828 Vel = 8.09
S16 23.05 1.049 0.0 12.000 16.951 K Factor= 5.60
to 120.0 0.0 0.0 0.0
S17 44.83 0.5793 0.0 12.000 6.952 Vel = 16.64
S17 27.38 1.38 1T 6.0 3.000 23.903 K Factor= 5.60
to 120.0 0.0 6.000 0.0
27 72.21 0.3681 0.0 9.000 3.313 Vel = 15.49
27 103.35 2.067 1 E 5.0 10.670 27.216
to 120.0 1 T 10.0 15.000 3.538
28 175.56 0.2661 0.0 25.670 6.832 Vel = 16.79
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 Galleria 103 Calc Date 05/30/2012
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
28 -33.32 2.067 1 T 10.0 9.170 37.586
to 120.0 0.0 10.000 0.0
7 142.24 0.1803 0.0 19.170 3.457 Vel = 13.60
0.0
142.24 41.043 K Factor= 22.20
28 33.33 2.157 3E 18.46 115.700 37.586
to 120.0 0.0 18.460 0.0
20 33.33 0.0100 0.0 134.160 1.342 Vel = 2.93
20 0.0 2.157 0.0 8.000 38.928
to 120.0 0.0 0.0 0.0
21 33.33 0.0100 0.0 8.000 0.080 Vel = 2.93
21 0.0 2.157 0.0 10.580 39.008
to 120.0 0.0 0.0 0.0
19 33.33 0.0100 0.0 10.580 0.106 Vel = 2.93
19 0.0 2.157 1 E 6.153 64.420 39.114
to 120.0 1 T 12.307 18.460 0.0
5 33.33 0.0100 0.0 82.880 0.828 Vel = 2.93
5 0.0 2.157 1 E 6.153 93.960 39.942
to 120.0 0.0 6.153 0.0
6 33.33 0.0100 0.0 100.113 1.001 Vel = 2.93
6 0.0 2.157 1 E 6.153 3.830 40.943
to 120.0 0.0 6.153 0.0
7 33.33 0.0100 0.0 9.983 0.100 Vel = 2.93
7 142.23 2.157 0.0 10.080 41.043
to 120.0 0.0 0.0 4.366
18 175.56 0.2163 0.0 10.080 2.180 Vel = 15.41
18 0.0 2.157 2E 12.307 23.460 47.589
to 120.0 0.0 12.307 0.0
22 175.56 0.2163 0.0 35.767 7.735 Vel = 15.41
0.0
175.56 55.324 K Factor= 23.60
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087