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Meridian Intermountain Fire P.O. Box 3940 Avon, CO 81620 970-748-8888 Job Name : 16-50 TOV Fire Station 1 2nd Level Living Area Building : FIRE STATION Location : 4116 COLUMBINE DRIVE System : Contract : Data File : 16-50 TOV Fire Station 1 2nd Level Living Area AREA 1.wxf16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Meridian Intermountain Fire Page 1 16-50 TOV Fire Station 1 2nd Level Living Area Date Hydraulic Design Information Sheet Name - TOV FIRE STATION #1 3RD LEVEL LIVING AREA 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 - VARIES Occupancy - S‚ B‚ R-2 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 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 - 1231 System Type Sprinkler/Nozzle Density - 0.10 (X) Wet Make TYCO D Area Per Sprinkler - 115 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 27.5 ( ) 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 - 100 REMOTE AREA HAS BEEN DECREASED PER N Note NFPA 13 SECTION 11.2.3.2.3.1 & INCREASE PER NFPA 13 SECTION 11.2.3.2.4 Calculation Flow Required - 582.82 Press Required - 118.06 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 2nd Level Living AreaDate 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 : 14.509 D2 - System Flow : 482.829 D2 - System Pressure : 118.061 Hose ( Demand ) : 100 D3 - System Demand : 582.829 Safety Margin : 19.772 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 2nd Level Living Area Date 14.8 DP05EQ05 14.8 DP03EQ03 14.8 DP01EQ01 14.8 DP07EQ07 14.8 DP02EQ02 14.8 DP04EQ04 14.8 DP08EQ08 14.8 DP06EQ06 14.8 47.6 119.9 214.4 482.8 482.8 482.8 482.8 50 51 52 53 54 55 56 57 58 2FLR8 9 TORBR BORTEST 30.681.1 187.3 |482.8|482.8 482.8 482.8 |47.6 |268.4|482.8 15.8 ||| 59 51 | | | ||| ||| 16.5 ||| 60 61 53 | | 33.5|| |81.1 || 19.2 ||| 62 63 54 | | 38.9 || || 20.3 67.3 || 64 65 66 55 | | 41.9 || || 20.8 41.7 186 239.4 67 68 69 70 71 72 73 74 57 41.7 65.6||212.9 268.4 |120.4|186 20.9 || 75 68 | | || || 22.1 68.7 120.4 76 77 78 79 80 71 44.893.2 |68.7 22.6 | 81 77 | | | 24.6 | 82 83 79 24.6 26.5 84 73 | |212.9 26.9 85 72 Flow Diagram Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Meridian Intermountain FirePage 4 16-50 TOV Fire Station 1 2nd Level Living AreaDate 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 2nd Level Living Area Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP05 23.5 5.6 7.0 na 14.82 0.1 127 7.0 EQ05 24.0 6.82 na DP03 23.5 5.6 7.0 na 14.82 0.1 6 7.0 EQ03 24.0 6.82 na DP01 23.5 5.6 7.0 na 14.82 0.1 130 7.0 EQ01 24.0 6.82 na DP07 23.5 5.6 7.0 na 14.82 0.1 19 7.0 EQ07 24.0 6.82 na DP02 23.5 5.6 7.0 na 14.82 0.1 7 7.0 EQ02 24.0 6.82 na DP04 23.5 5.6 7.0 na 14.82 0.1 40 7.0 EQ04 24.0 7.19 na DP08 23.5 5.6 7.0 na 14.82 0.1 58 7.0 EQ08 24.0 6.82 na DP06 23.5 5.6 7.0 na 14.82 0.1 115 7.0 EQ06 24.0 7.19 na 50 27.5 5.6 7.0 na 14.82 0.1 39 7.0 51 27.5 8.01 na 52 27.5 5.6 9.2 na 16.98 0.1 48 7.0 53 27.5 11.7 na 54 27.5 15.64 na 55 22.5 21.42 na 56 22.5 5.6 23.43 na 27.1 0.1 23 7.0 57 22.5 28.83 na 58 22.5 40.64 na 2FLR 22.5 42.06 na 8 7.75 69.38 na 9 7.75 81.64 na TOR 7.75 87.5 na BR 5.5 89.67 na BOR 1.0 107.38 na TEST -6.0 118.06 na 100.0 59 27.5 5.6 7.92 na 15.76 0.1 39 7.0 60 27.5 5.6 8.72 na 16.54 0.1 48 7.0 61 27.5 5.6 9.2 na 16.98 0.1 48 7.0 62 27.5 5.6 11.73 na 19.18 0.1 48 7.0 63 27.5 5.6 12.35 na 19.68 0.1 48 7.0 64 24.0 K = K @ EQ08 12.81 na 20.31 65 22.5 5.6 14.81 na 21.55 0.1 143 7.0 66 22.5 5.6 20.71 na 25.49 0.1 80 7.0 67 24.0 K = K @ EQ02 13.42 na 20.79 68 24.0 13.93 na 69 24.0 18.11 na 70 24.0 K = K @ EQ04 18.75 na 23.93 71 22.5 23.84 na 72 22.5 25.1 na 73 22.5 26.26 na 74 22.5 5.6 26.88 na 29.04 0.1 63 7.0 75 24.0 K = K @ EQ03 13.54 na 20.88 76 24.0 5.6 15.62 na 22.14 0.1 58 7.0 77 24.0 17.58 na 78 24.0 K = K @ EQ06 18.69 na 23.89 79 24.0 21.32 na 80 22.5 5.6 23.45 na 27.12 0.1 143 7.0 81 24.0 K = K @ EQ07 15.91 na 22.63 82 24.0 K = K @ EQ05 18.75 na 24.58 83 24.0 20.91 na 84 24.0 K = K @ EQ01 21.87 na 26.54 85 22.5 5.6 23.08 na 26.9 0.1 70 7.0 The maximum velocity is 33.26 and it occurs in the pipe between nodes 57 and 58 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 2nd Level Living Area 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 DP05 14.82 0.995 0.0 0.500 7.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.217 EQ05 14.82 0.0640 0.0 0.500 0.032 Vel = 6.11 0.0 14.82 6.815 K Factor = 5.68 DP03 14.82 0.995 0.0 0.500 7.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.217 EQ03 14.82 0.0640 0.0 0.500 0.032 Vel = 6.11 0.0 14.82 6.815 K Factor = 5.68 DP01 14.82 0.995 0.0 0.500 7.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.217 EQ01 14.82 0.0640 0.0 0.500 0.032 Vel = 6.11 0.0 14.82 6.815 K Factor = 5.68 DP07 14.82 0.995 0.0 0.500 7.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.217 EQ07 14.82 0.0640 0.0 0.500 0.032 Vel = 6.11 0.0 14.82 6.815 K Factor = 5.68 DP02 14.82 0.995 0.0 0.500 7.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.217 EQ02 14.82 0.0640 0.0 0.500 0.032 Vel = 6.11 0.0 14.82 6.815 K Factor = 5.68 DP04 14.82 0.995 T 5.841 0.500 7.000 K Factor = 5.60 to 150.0 0.0 5.841 -0.217 EQ04 14.82 0.0640 0.0 6.341 0.406 Vel = 6.11 0.0 14.82 7.189 K Factor = 5.53 DP08 14.82 0.995 0.0 0.500 7.000 K Factor = 5.60 to 150.0 0.0 0.0 -0.217 EQ08 14.82 0.0640 0.0 0.500 0.032 Vel = 6.11 0.0 14.82 6.815 K Factor = 5.68 DP06 14.82 0.995 T 5.841 0.500 7.000 K Factor = 5.60 to 150.0 0.0 5.841 -0.217 EQ06 14.82 0.0640 0.0 6.341 0.406 Vel = 6.11 0.0 14.82 7.189 K Factor = 5.53 50 14.82 0.995 E 2.336 7.600 7.000 K Factor = 5.60 to 150.0 T 5.841 8.177 0.0 51 14.82 0.0640 0.0 15.777 1.009 Vel = 6.11 51 15.76 0.995 0.0 4.860 8.009 to 150.0 0.0 0.0 0.0 52 30.58 0.2444 0.0 4.860 1.188 Vel = 12.62 52 16.98 1.245 E 2.746 10.720 9.197 K Factor = 5.60 to 150.0 0.0 2.746 0.0 53 47.56 0.1857 0.0 13.466 2.500 Vel = 12.53 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 2nd Level Living Area 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 53 33.52 1.245 0.0 7.920 11.697 to 150.0 0.0 0.0 0.0 54 81.08 0.4982 0.0 7.920 3.946 Vel = 21.37 54 38.86 1.959 2E 11.635 8.660 15.643 to 150.0 T 11.635 23.272 2.166 55 119.94 0.1130 0.0 31.932 3.609 Vel = 12.77 55 67.35 1.959 0.0 7.790 21.418 to 150.0 0.0 0.0 0.0 56 187.29 0.2579 0.0 7.790 2.009 Vel = 19.94 56 27.10 1.959 T 11.635 4.690 23.427 K Factor = 5.60 to 150.0 0.0 11.636 0.0 57 214.39 0.3311 0.0 16.326 5.405 Vel = 22.82 57 268.44 2.435 T 16.949 5.970 28.832 to 150.0 0.0 16.949 0.0 58 482.83 0.5154 0.0 22.919 11.812 Vel = 33.26 58 0.0 2.435 0.0 2.750 40.644 to 150.0 0.0 0.0 0.0 2FLR 482.83 0.5153 0.0 2.750 1.417 Vel = 33.26 2FLR 0.0 2.435 E 8.474 15.190 42.061 to 150.0 T 16.949 25.423 6.388 8 482.83 0.5154 0.0 40.613 20.932 Vel = 33.26 8 0.0 2.435 E 8.474 15.310 69.381 to 150.0 0.0 8.474 0.0 9 482.83 0.5154 0.0 23.784 12.258 Vel = 33.26 9 0.0 2.435 E 8.474 2.900 81.639 to 150.0 0.0 8.474 0.0 TOR 482.83 0.5154 0.0 11.374 5.862 Vel = 33.26 TOR 0.0 2.635 0.0 2.250 87.501 to 120.0 0.0 0.0 0.974 BR 482.83 0.5307 0.0 2.250 1.194 Vel = 28.41 BR 0.0 3.26 E 9.408 4.750 89.669 to 120.0 Zia 0.0 9.408 15.053 * * Fixed Loss = 13.104 BOR 482.83 0.1880 0.0 14.158 2.662 Vel = 18.56 BOR 0.0 4.23 G 3.845 130.000 107.384 to 150.0 T 38.446 88.425 3.032 TEST 482.83 0.0350 2E 38.446 218.425 7.645 Vel = 11.02 F 7.689 100.00 Qa = 100.00 582.83 118.061 K Factor = 53.64 59 15.76 0.995 0.0 1.180 7.924 K Factor = 5.60 to 150.0 0.0 0.0 0.0 51 15.76 0.0720 0.0 1.180 0.085 Vel = 6.50 0.0 15.76 8.009 K Factor = 5.57 60 16.54 0.995 0.0 6.040 8.722 K Factor = 5.60 to 150.0 0.0 0.0 0.0 61 16.54 0.0783 0.0 6.040 0.473 Vel = 6.82 61 16.98 0.995 T 5.841 2.800 9.195 K Factor = 5.60 to 150.0 0.0 5.841 0.0 53 33.52 0.2895 0.0 8.641 2.502 Vel = 13.83 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Meridian Intermountain Fire Page 8 16-50 TOV Fire Station 1 2nd Level Living Area 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 33.52 11.697 K Factor = 9.80 62 19.18 0.995 0.0 6.040 11.731 K Factor = 5.60 to 150.0 0.0 0.0 0.0 63 19.18 0.1030 0.0 6.040 0.622 Vel = 7.91 63 19.68 0.995 T 5.841 2.800 12.353 K Factor = 5.60 to 150.0 0.0 5.841 0.0 54 38.86 0.3807 0.0 8.641 3.290 Vel = 16.03 0.0 38.86 15.643 K Factor = 9.83 64 20.31 0.995 3E 7.009 4.760 12.808 K Factor @ node EQ08 to 150.0 0.0 7.009 0.650 65 20.31 0.1145 0.0 11.769 1.348 Vel = 8.38 65 21.55 0.995 0.0 13.520 14.806 K Factor = 5.60 to 150.0 0.0 0.0 0.0 66 41.86 0.4368 0.0 13.520 5.906 Vel = 17.27 66 25.48 1.245 0.0 2.000 20.712 K Factor = 5.60 to 150.0 0.0 0.0 0.0 55 67.34 0.3530 0.0 2.000 0.706 Vel = 17.75 0.0 67.34 21.418 K Factor = 14.55 67 20.79 0.995 E 2.336 1.900 13.420 K Factor @ node EQ02 to 150.0 0.0 2.336 0.0 68 20.79 0.1197 0.0 4.236 0.507 Vel = 8.58 68 20.89 0.995 T 5.841 3.820 13.927 to 150.0 0.0 5.841 0.0 69 41.68 0.4333 0.0 9.661 4.186 Vel = 17.20 69 0.0 1.245 0.0 4.350 18.113 to 150.0 0.0 0.0 0.0 70 41.68 0.1455 0.0 4.350 0.633 Vel = 10.98 70 23.92 1.245 E 2.746 4.980 18.746 K Factor @ node EQ04 to 150.0 T 5.492 8.237 0.650 71 65.6 0.3366 0.0 13.217 4.449 Vel = 17.29 71 120.35 1.959 0.0 4.930 23.845 to 150.0 0.0 0.0 0.0 72 185.95 0.2544 0.0 4.930 1.254 Vel = 19.79 72 26.91 1.959 0.0 3.540 25.099 to 150.0 0.0 0.0 0.0 73 212.86 0.3268 0.0 3.540 1.157 Vel = 22.66 73 26.54 1.959 0.0 1.550 26.256 to 150.0 0.0 0.0 0.0 74 239.4 0.4058 0.0 1.550 0.629 Vel = 25.48 74 29.04 1.959 0.0 3.880 26.885 K Factor = 5.60 to 150.0 0.0 0.0 0.0 57 268.44 0.5018 0.0 3.880 1.947 Vel = 28.57 0.0 268.44 28.832 K Factor = 49.99 75 20.88 0.995 E 2.336 0.860 13.542 K Factor @ node EQ03 to 150.0 0.0 2.336 0.0 68 20.88 0.1205 0.0 3.196 0.385 Vel = 8.62 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Meridian Intermountain Fire Page 9 16-50 TOV Fire Station 1 2nd Level Living Area 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 20.88 13.927 K Factor = 5.60 76 22.14 0.995 2E 4.673 9.840 15.625 K Factor = 5.60 to 150.0 0.0 4.672 0.0 77 22.14 0.1344 0.0 14.512 1.950 Vel = 9.14 77 22.63 1.245 0.0 6.710 17.575 to 150.0 0.0 0.0 0.0 78 44.77 0.1660 0.0 6.710 1.114 Vel = 11.80 78 23.89 1.245 T 5.492 1.700 18.689 K Factor @ node EQ06 to 150.0 0.0 5.491 0.0 79 68.66 0.3663 0.0 7.191 2.634 Vel = 18.09 79 24.58 1.959 2E 11.635 9.140 21.323 to 150.0 0.0 11.636 0.650 80 93.24 0.0709 0.0 20.776 1.474 Vel = 9.92 80 27.11 1.959 0.0 3.500 23.447 K Factor = 5.60 to 150.0 0.0 0.0 0.0 71 120.35 0.1137 0.0 3.500 0.398 Vel = 12.81 0.0 120.35 23.845 K Factor = 24.65 81 22.63 0.995 E 2.336 3.740 15.906 K Factor @ node EQ07 to 150.0 T 5.841 8.177 0.0 77 22.63 0.1401 0.0 11.917 1.669 Vel = 9.34 0.0 22.63 17.575 K Factor = 5.40 82 24.58 0.995 2E 4.673 8.560 18.752 K Factor @ node EQ05 to 150.0 0.0 4.672 0.0 83 24.58 0.1631 0.0 13.232 2.158 Vel = 10.14 83 0.0 1.245 T 5.492 2.060 20.910 to 150.0 0.0 5.491 0.0 79 24.58 0.0547 0.0 7.551 0.413 Vel = 6.48 0.0 24.58 21.323 K Factor = 5.32 84 26.54 0.995 2E 4.673 9.350 21.871 K Factor @ node EQ01 to 150.0 T 5.841 10.513 0.650 73 26.54 0.1880 0.0 19.863 3.735 Vel = 10.95 0.0 26.54 26.256 K Factor = 5.18 85 26.90 0.995 T 5.841 4.620 23.082 K Factor = 5.60 to 150.0 0.0 5.841 0.0 72 26.9 0.1928 0.0 10.461 2.017 Vel = 11.10 0.0 26.90 25.099 K Factor = 5.37 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087