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AUTOMATIC FIRE SPRINKLER SYSTEM
HYDRAULIC CALCULATIONS
FOR
VAIL VALLEY MEDICAL CENTER
181 WEST MEADOW DRIVE
VAIL, CO 81657
PHASE 1 WEST WING
PROJECT
WATER FLOW TEST REPORT
FOR
VAIL VALLEY MEDICAL CENTER
181 WEST MEADOW DRIVE
VAIL, CO 81657
DATE: 02-25-16
TIME: 1:00PM
LOCATION OF CONTROL HYDRANT: W. MEADOW DRIVE, SW CORNER OF HOSPTAL
LOCATION OF FLOW HYDRANT: APPOX. 250 FT. EAST OF CONTROL HYDRANT
STATIC PRESSURE: 146 PSI
RESIDUAL PRESSURE: 140PSI
FLOW IN GPM: 1482 GPM
(1) 2-1/2” OUTLET WITH 78 PSI PITOT
DISCHARGE COEFFICIENT: 0.9
TEST BY: EAGLE RIVER WATER & SANITATION DISTRICT
WITNESSED BY: FRONTIER FIRE PROTECTION: KEVIN MURRAY
Frontier Fire Protection Inc.
2617 W. Holden Place
Your Street Address 2
Denver, CO 80204
303-629-0221
Job Name : 15-3990 4th Floor CALC
Building : FP 5 of 5
Location : 181 West Meadow Drive Vail, CO 81657
System : 1
Contract : 15-3990
Data File : 15-3990 4th Floor CALC Area 1.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Frontier Fire Protection Inc.Page 1
15-3990 4th Floor CALC Date
HYDRAULIC CALCULATIONS
for
Project name:VVMC 4th Floor CALC
Location:181 West Meadow Drive Vail, CO 81657
Drawing no:FP 5 of 5
Date:05/12/16
Design
Remote area number:1
Remote area location:4th Floor - NE Corner
Occupancy classification:Light Hazard
Density:0.1 - Gpm/SqFt
Area of application:970 - SqFt
Coverage per sprinkler:165 - SqFt
Type of sprinklers calculated:Viking VK462
No. of sprinklers calculated:9
In-rack demand:N/A - GPM
Hose streams:100 - GPM
Total water required (including hose streams):278.993 - GPM @ 111.676 - Psi
Type of system:Wet Pipe System
Volume of dry or preaction system:N/A - Gal
Water supply information
Date:02-25-16
Location:South Side of Hospital on West Meadow Drive
Source:Flow Test by Eagle River Water & Sanitation
Name of contractor:Frontier Fire Protection LLC
Address:2617 W. Holden Place Denver, CO 80204
Phone number:303-629-0221
Name of designer:K. Murray
Authority having jurisdiction:Vail Fire Department
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Frontier Fire Protection Inc.Page 2 15-3990 4th Floor CALCDate 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 146 C2 - Residual Pressure: 140 C2 - Residual Flow : 1482 D1 - Elevation : 29.958 D2 - System Flow : 278.993 D2 - System Pressure : 111.676 Hose ( Demand ) : _______D3 - System Demand : 278.993 Safety Margin : 34.051 D1D2Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Frontier Fire Protection Inc.Page 3 15-3990 4th Floor CALCDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 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 4045 50 61 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. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Frontier Fire Protection Inc.Page 4
15-3990 4th Floor CALC Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No.Actual Actual Req.
1 49.17 5.6 8.68 na 16.5 0.1 165 7.0
404 50.33 8.29 na
2 50.0 9.52 na
3 50.33 14.64 na
4 49.17 19.32 na
5 49.17 21.34 na
6 49.17 21.52 na
7 50.33 48.96 na
ST1 50.33 53.35 na
9 -5.0 82.11 na
10 -5.0 82.32 na
BF2 -12.12 85.47 na
BF1 -12.12 97.59 na
UG -20.0 111.64 na
TEST -20.0 111.68 na
14 49.17 5.6 8.29 na 16.13 0.1 96 7.0
405 50.33 7.89 na
15 49.17 5.6 9.07 na 16.87 0.1 99 7.0
409 50.0 8.79 na
16 49.67 10.66 na
17 49.67 15.09 na
18 49.17 19.15 na
19 49.17 5.6 9.76 na 17.49 0.1 144 7.0
408 50.0 9.48 na
20 49.17 5.6 13.39 na 20.49 0.1 165 7.0
403 50.0 13.14 na
21 49.17 5.6 13.79 na 20.79 0.1 144 7.0
407 49.67 13.64 na
22 49.67 14.27 na
23 48.67 5.6 17.51 na 23.43 0.1 140 7.0
406 49.5 17.29 na
24 48.67 5.6 17.54 na 23.45 0.1 101 7.0
402 49.5 17.32 na
25 48.67 5.6 18.11 na 23.83 0.1 136 7.0
401 49.5 17.9 na
26 49.17 21.34 na
HOSE 44.67 54.93 na 100.0
The maximum velocity is 12.76 and it occurs in the pipe between nodes 16 and 17
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Frontier Fire Protection Inc.Page 5
15-3990 4th Floor CALC Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 16.50 1.049 0.0 1.170 8.681 K Factor = 5.60
to 120.0 0.0 0.0 -0.502
404 16.5 0.0915 0.0 1.170 0.107 Vel = 6.13
404 0.0 1.049 2E 4.0 3.000 8.286
to 120.0 T 5.0 9.000 0.143
2 16.5 0.0912 0.0 12.000 1.094 Vel = 6.13
2 16.13 1.049 2E 4.0 12.330 9.523
to 120.0 0.0 4.000 -0.143
3 32.63 0.3218 0.0 16.330 5.255 Vel = 12.11
3 20.49 1.38 2E 6.0 14.040 14.635
to 120.0 0.0 6.000 0.502
4 53.12 0.2085 0.0 20.040 4.179 Vel = 11.39
4 23.45 1.61 T 8.0 2.460 19.316
to 120.0 0.0 8.000 0.0
5 76.57 0.1937 0.0 10.460 2.026 Vel = 12.07
5 23.83 2.635 0.0 6.290 21.342
to 120.0 0.0 0.0 0.0
6 100.4 0.0289 0.0 6.290 0.182 Vel = 5.91
6 78.59 2.635 13E 107.083 223.310 21.524
to 120.0 0.0 107.082 -0.502
7 178.99 0.0846 0.0 330.392 27.940 Vel = 10.53
7 0.0 2.635 4E 32.948 18.960 48.962
to 120.0 0.0 32.948 0.0
ST1 178.99 0.0846 0.0 51.908 4.390 Vel = 10.53
ST1 100.00 4.026 7E 70.0 126.630 53.352
to 120.0 0.0 70.000 23.963
9 278.99 0.0244 0.0 196.630 4.796 Vel = 7.03
9 0.0 6.357 2T 75.44 2.080 82.111
to 120.0 0.0 75.440 0.0
10 278.99 0.0026 0.0 77.520 0.205 Vel = 2.82
10 0.0 6.357 E 17.603 8.370 82.316
to 120.0 0.0 17.603 3.084
BF2 278.99 0.0026 0.0 25.973 0.068 Vel = 2.82
BF2 0.0 4.26 0.0 6.750 85.468
to 120.0 0.0 0.0 12.000 * * Fixed Loss = 12
BF1 278.99 0.0185 0.0 6.750 0.125 Vel = 6.28
BF1 0.0 6.357 6E 105.616 96.970 97.593
to 120.0 T 37.72 143.336 13.413 * * Fixed Loss = 10
UG 278.99 0.0026 0.0 240.306 0.634 Vel = 2.82
UG 0.0 8.27 0.0 50.000 111.640
to 120.0 0.0 0.0 0.0
TEST 278.99 0.0007 0.0 50.000 0.036 Vel = 1.67
0.0
278.99 111.676 K Factor = 26.40
14 16.13 1.049 0.0 1.170 8.294 K Factor = 5.60
to 120.0 0.0 0.0 -0.502
405 16.13 0.0872 0.0 1.170 0.102 Vel = 5.99
405 0.0 1.049 3E 6.0 11.000 7.894
to 120.0 0.0 6.000 0.143
2 16.13 0.0874 0.0 17.000 1.486 Vel = 5.99
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Frontier Fire Protection Inc.Page 6
15-3990 4th Floor CALC Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
16.13 9.523 K Factor = 5.23
15 16.87 1.049 0.0 0.830 9.073 K Factor = 5.60
to 120.0 0.0 0.0 -0.359
409 16.87 0.0940 0.0 0.830 0.078 Vel = 6.26
409 0.0 1.049 2E 4.0 9.160 8.792
to 120.0 T 5.0 9.000 0.143
16 16.87 0.0950 0.0 18.160 1.725 Vel = 6.26
16 17.49 1.049 0.0 12.500 10.660
to 120.0 0.0 0.0 0.0
17 34.36 0.3542 0.0 12.500 4.427 Vel = 12.76
17 20.80 1.38 2E 6.0 11.200 15.087
to 120.0 0.0 6.000 0.217
18 55.16 0.2235 0.0 17.200 3.845 Vel = 11.83
18 23.43 1.61 T 8.0 3.690 19.149
to 120.0 0.0 8.000 0.0
6 78.59 0.2032 0.0 11.690 2.375 Vel = 12.39
0.0
78.59 21.524 K Factor = 16.94
19 17.49 1.049 0.0 0.830 9.760 K Factor = 5.60
to 120.0 0.0 0.0 -0.359
408 17.49 0.1012 0.0 0.830 0.084 Vel = 6.49
408 0.0 1.049 2E 4.0 1.160 9.485
to 120.0 T 5.0 9.000 0.143
16 17.49 0.1016 0.0 10.160 1.032 Vel = 6.49
0.0
17.49 10.660 K Factor = 5.36
20 20.49 1.049 0.0 0.830 13.391 K Factor = 5.60
to 120.0 0.0 0.0 -0.359
403 20.49 0.1349 0.0 0.830 0.112 Vel = 7.61
403 0.0 1.049 2E 4.0 3.000 13.144
to 120.0 T 5.0 9.000 -0.143
3 20.49 0.1362 0.0 12.000 1.634 Vel = 7.61
0.0
20.49 14.635 K Factor = 5.36
21 20.79 1.049 0.0 0.500 13.789 K Factor = 5.60
to 120.0 0.0 0.0 -0.217
407 20.79 0.1400 0.0 0.500 0.070 Vel = 7.72
407 0.0 1.049 2E 4.0 0.500 13.642
to 120.0 0.0 4.000 0.0
22 20.79 0.1400 0.0 4.500 0.630 Vel = 7.72
22 0.0 1.049 T 5.0 0.830 14.272
to 120.0 0.0 5.000 0.0
17 20.79 0.1398 0.0 5.830 0.815 Vel = 7.72
0.0
20.79 15.087 K Factor = 5.35
23 23.43 1.049 0.0 0.830 17.510 K Factor = 5.60
to 120.0 0.0 0.0 -0.359
406 23.43 0.1735 0.0 0.830 0.144 Vel = 8.70
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Frontier Fire Protection Inc.Page 7
15-3990 4th Floor CALC Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
406 0.0 1.049 2E 4.0 0.810 17.295
to 120.0 T 5.0 9.000 0.143
18 23.43 0.1744 0.0 9.810 1.711 Vel = 8.70
0.0
23.43 19.149 K Factor = 5.35
24 23.45 1.049 0.0 0.830 17.539 K Factor = 5.60
to 120.0 0.0 0.0 -0.359
402 23.45 0.1747 0.0 0.830 0.145 Vel = 8.71
402 0.0 1.049 2E 4.0 1.580 17.325
to 120.0 T 5.0 9.000 0.143
4 23.45 0.1747 0.0 10.580 1.848 Vel = 8.71
0.0
23.45 19.316 K Factor = 5.34
25 23.83 1.049 0.0 0.830 18.107 K Factor = 5.60
to 120.0 0.0 0.0 -0.359
401 23.83 0.1795 0.0 0.830 0.149 Vel = 8.85
401 0.0 1.049 2E 4.0 4.330 17.897
to 120.0 2T 10.0 14.000 0.143
26 23.83 0.1799 0.0 18.330 3.298 Vel = 8.85
26 0.0 3.26 0.0 4.710 21.338
to 120.0 0.0 0.0 0.0
5 23.83 0.0008 0.0 4.710 0.004 Vel = 0.92
0.0
23.83 21.342 K Factor = 5.16
HOSE 100.00 2.635 E 8.237 5.670 54.928 Qa = 100.00
to 120.0 T 16.474 24.711 -2.451
ST1 100.0 0.0288 0.0 30.381 0.875 Vel = 5.88
0.0
100.00 53.352 K Factor = 13.69
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087