HomeMy WebLinkAboutr2Calc.pdfMeridian Intermountain Fire
P.O. Box 3940
Avon, CO 81620
970-748-8888
Job Name : 16-50 TOV Fire Station 1 Apparatus Bay
Building : FIRE STATION
Location : 4116 COLUMBINE DRIVE
System :
Contract :
Data File : 16-50 TOV Fire Station 1 Apparatus Bay AREA 2.wxf16-50 TOV
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Meridian Intermountain Fire Page 1
16-50 TOV Fire Station 1 Apparatus Bay Date
Hydraulic Design Information Sheet
Name - TOV FIRE STATION #1 APPARATUS BAY Date - 7/7/16
Location - 4116 COLUMBINE DRIVE
Building - FIRE STATION System No. -
Contractor - MERIDIAN INTERMOUNTAIN FIRE & SECURITY Contract No. -
Calculated By - P.C. Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 12'-10"
Occupancy - S‚ B‚ R-2
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 1085 System Type Sprinkler/Nozzle
Density - 0.15 (X) Wet Make TYCO
D Area Per Sprinkler - 106 ( ) Dry Model TY-FRB
E Elevation at Highest Outlet - 12.58 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 250
N
Note REMOTE AREA HAS BEEN DECREASED PER NFPA 13 SECTION 11.2.3.2.3.1
Calculation Flow Required - 496.88 Press Required - 77.63
Summary C-Factor Used: 150 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 139 @ Press -
R Residual Press - 133 Elev. - Well
Flow - 1412 Proof Flow
S Elevation - -6
U
P Location - PROJECT SITE
P
L Source of Information -
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Meridian Intermountain FirePage 2 16-50 TOV Fire Station 1 Apparatus BayDate 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 139 C2 - Residual Pressure: 133 C2 - Residual Flow : 1412 D1 - Elevation : 8.047 D2 - System Flow : 246.883 D2 - System Pressure : 77.630 Hose ( Demand ) : 250 D3 - System Demand : 496.883 Safety Margin : 60.501 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Meridian Intermountain Fire Page 3
16-50 TOV Fire Station 1 Apparatus Bay Date
15.9 51.4 182.5 246.9 246.9 246.9 246.9
1 2 3 4 20 5 6 7 8 9 TORBR BORTEST
32.5 151.8 213.9 246.9 246.9 246.9
17.2 35.2 77.4
10 11 12 13 14 4
35.2 55.6
21.8 15 14
|77.4
23.1|
16 4
|151.8
30.7|
21 20
Flow Diagram
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Meridian Intermountain FirePage 4 16-50 TOV Fire Station 1 Apparatus BayDate Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 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 F NFPA 13 45' Elbow 111122333457911131719212428 G NFPA 13 Gate Valve 00000111122345678101113 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zia Wilkins 350 Fitting generates a Fixed Loss Based on Flow 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
Meridian Intermountain Fire Page 5
16-50 TOV Fire Station 1 Apparatus Bay Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 12.58 5.6 8.06 na 15.9 0.15 106 7.0
2 12.58 5.6 8.76 na 16.57 0.15 106 7.0
3 12.58 5.6 11.38 na 18.89 0.15 106 7.0
4 12.58 17.51 na
20 12.58 30.52 na
5 12.58 5.6 31.46 na 31.41 0.15 106 7.0
6 12.58 5.6 34.62 na 32.95 0.15 106 7.0
7 12.58 38.73 na
8 7.75 54.42 na
9 7.75 57.96 na
TOR 7.75 59.66 na
BR 5.5 60.98 na
BOR 1.0 72.39 na
TEST -6.0 77.63 na 250.0
10 12.58 5.6 9.47 na 17.23 0.15 92 7.0
11 12.58 5.6 10.28 na 17.96 0.15 92 7.0
12 12.58 10.66 na
13 12.58 5.6 13.32 na 20.44 0.15 92 7.0
14 12.58 15.62 na
15 12.58 5.6 15.12 na 21.78 0.15 92 7.0
16 12.58 5.6 16.96 na 23.06 0.15 106 7.0
21 12.58 5.6 30.05 na 30.7 0.15 106 7.0
The maximum velocity is 28.28 and it occurs in the pipe between nodes 4 and 20
Pressure / Flow Summary - STANDARD
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Meridian Intermountain Fire Page 6
16-50 TOV Fire Station 1 Apparatus Bay 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 15.90 0.995 0.0 9.580 8.062 K Factor = 5.60
to 150.0 0.0 0.0 0.0
2 15.9 0.0729 0.0 9.580 0.698 Vel = 6.56
2 16.57 0.995 0.0 9.580 8.760 K Factor = 5.60
to 150.0 0.0 0.0 0.0
3 32.47 0.2731 0.0 9.580 2.616 Vel = 13.40
3 18.89 0.995 T 5.841 3.780 11.376 K Factor = 5.60
to 150.0 0.0 5.841 0.0
4 51.36 0.6378 0.0 9.621 6.136 Vel = 21.19
4 100.47 1.481 T 8.049 11.010 17.512
to 150.0 0.0 8.049 0.0
20 151.83 0.6828 0.0 19.059 13.013 Vel = 28.28
20 30.70 1.959 0.0 3.790 30.525
to 150.0 0.0 0.0 0.0
5 182.53 0.2459 0.0 3.790 0.932 Vel = 19.43
5 31.41 1.959 0.0 9.580 31.457 K Factor = 5.60
to 150.0 0.0 0.0 0.0
6 213.94 0.3297 0.0 9.580 3.159 Vel = 22.77
6 32.94 1.959 0.0 9.580 34.616 K Factor = 5.60
to 150.0 0.0 0.0 0.0
7 246.88 0.4297 0.0 9.580 4.117 Vel = 26.28
7 0.0 1.959 3E 17.453 14.180 38.733
to 150.0 0.0 17.453 2.092
8 246.88 0.4298 0.0 31.633 13.596 Vel = 26.28
8 0.0 2.435 E 8.474 15.310 54.421
to 150.0 0.0 8.474 0.0
9 246.88 0.1490 0.0 23.784 3.544 Vel = 17.01
9 0.0 2.435 E 8.474 2.900 57.965
to 150.0 0.0 8.474 0.0
TOR 246.88 0.1490 0.0 11.374 1.695 Vel = 17.01
TOR 0.0 2.635 0.0 2.250 59.660
to 120.0 0.0 0.0 0.974
BR 246.88 0.1533 0.0 2.250 0.345 Vel = 14.52
BR 0.0 3.26 E 9.408 4.750 60.979
to 120.0 Zia 0.0 9.408 10.638 * * Fixed Loss = 8.689
BOR 246.88 0.0545 0.0 14.158 0.771 Vel = 9.49
BOR 0.0 4.23 G 3.845 130.000 72.388
to 150.0 T 38.446 88.425 3.032
TEST 246.88 0.0101 2E 38.446 218.425 2.210 Vel = 5.64
F 7.689
250.00 Qa = 250.00
496.88 77.630 K Factor = 56.39
10 17.23 0.995 0.0 9.580 9.470 K Factor = 5.60
to 150.0 0.0 0.0 0.0
11 17.23 0.0846 0.0 9.580 0.810 Vel = 7.11
11 17.96 0.995 0.0 1.210 10.280 K Factor = 5.60
to 150.0 0.0 0.0 0.0
12 35.19 0.3174 0.0 1.210 0.384 Vel = 14.52
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Meridian Intermountain Fire Page 7
16-50 TOV Fire Station 1 Apparatus Bay 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
12 0.0 0.995 0.0 8.380 10.664
to 150.0 0.0 0.0 0.0
13 35.19 0.3168 0.0 8.380 2.655 Vel = 14.52
13 20.44 1.245 T 5.492 3.780 13.319 K Factor = 5.60
to 150.0 0.0 5.491 0.0
14 55.63 0.2481 0.0 9.271 2.300 Vel = 14.66
14 21.77 1.481 0.0 9.640 15.619
to 150.0 0.0 0.0 0.0
4 77.4 0.1964 0.0 9.640 1.893 Vel = 14.42
0.0
77.40 17.512 K Factor = 18.50
15 21.78 1.245 T 5.492 5.800 15.125 K Factor = 5.60
to 150.0 0.0 5.491 0.0
14 21.78 0.0438 0.0 11.291 0.494 Vel = 5.74
0.0
21.78 15.619 K Factor = 5.51
16 23.06 1.245 T 5.492 5.800 16.962 K Factor = 5.60
to 150.0 0.0 5.491 0.0
4 23.06 0.0487 0.0 11.291 0.550 Vel = 6.08
0.0
23.06 17.512 K Factor = 5.51
21 30.70 1.245 0.0 5.790 30.047 K Factor = 5.60
to 150.0 0.0 0.0 0.0
20 30.7 0.0826 0.0 5.790 0.478 Vel = 8.09
0.0
30.70 30.525 K Factor = 5.56
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087