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HomeMy WebLinkAboutCALCCOASTWISE FIREGUARD, INC. 3607 LERIVE WAY CHASKA, MN 55318 (651) 248-5148 Job Name : AMCON FP Drawing : AMCON Location : Fridley‚ MN Remote Area : Contract : Data File : AMCON FP Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 1 AMCON FP Date 10-9-2025 Hydraulic Design Information Sheet Name - AMCON FP Date - 10-9-2025 Location - Fridley‚ MN Building - AMCON System No. - Contractor - CWFG Contract No. - Calculated By - LDF Drawing No. - FP01 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 17.5 Occupancy - High Piled Storage S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling 2022 NFPA 13 Made By FRIDLEY Date 10-1-2025 E M Area of Sprinkler Operation - 1200 System Type Sprinkler/Nozzle Density - 25.2/35 P (X) Wet Make REL D Area Per Sprinkler - 100 ( ) Dry Model ESFR E Elevation at Highest Outlet - 17.5 ( ) Deluge Size 1 S Hose Allowance - Inside - ( ) Preaction K-Factor 25.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.INT G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 2045.93 Press Required - 82.02 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 10-4-2024 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 145 @ Press - R Residual Press - 79 Elev. - Well Flow - 2256 Proof Flow S Elevation - 2 U P Location - FIRE PUMP TEST DISCHARGE INFO P L Source of Information - ESCAPE FIRE Y C Commodity CLASS I-IV AND EXPAND EX Class Location O Storage Ht. 15'-0 Area Aisle W. 44 M Storage Method: Solid Piled 90 % Palletized % Rack 10 M ( ) Single Row (X) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R (X) Double Row ( ) Slave Pallet ( ) Solid Shelf (X) Non T A ( ) Mult. Row (X) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling 3'-0 A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC.Page 2 AMCON FP Date 10-9-2025 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure : 145 C2 - Residual Pressure: 79 C2 - Residual Flow : 2256 D1 - Elevation : 6.713 D2 - System Flow : 1795.93 D2 - System Pressure : 82.016 Hose ( Demand ) : 250 D3 - System Demand : 2045.93 Safety Margin : 7.902 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC.Page 3 AMCON FP Date 10-9-2025 144.9 295 351.7 177.1 90.3 90.3 177.1 351.7 743.6 1795.9 1795.9 1795.9 1795.9 1795.9 31 32 M22N22 N24 N26 N28 N30 N32 M32 M31 N31 N29 N27 N25 N23 N21 N19 N33 N34 N35 C10 TOR2BOR2BOR1UG1UG2TEST 295 440.2 264.1 90.3 90.3 90.3 264.1 440.2 1047.9 1795.9 1795.9 1795.9 1795.9 |4.1 |1047.9 |153.2 303.4 | 34 35 M21N21 | ||303.4 | |4.1 |153.2 | 4.1 | 31 34 | | | 144.6 294.7 354.5 177.6 89.6 89.6 177.6 354.5 748.1| 39 40 M18N18 N16 N14 N12 N10 N8 M8 M7 N7 N9 N11 N13 N15 N17 N33 294.7 444.1|265.8 89.6 89.6 89.6 265.8 444.1 |4.6 |444.1 |153.7 304 | 42 43 M17N17 | ||304 | |4.6 |153.7 | 4.6 | 39 42 | | | 144.4 294.5  47 48 M20N20 N18 294.5 149.4 |4.8 |154 304.3 50 51 M19N19 ||304.3 |4.8 |154 4.8  47 50 145.2 N20 N22 88.5 88.5 N24 M24 M23N23 88.5 89.6 89.6 N16 M16 M15N15 89.6 87.6 87.6 N26 M26 M25N25 87.6 88.7 88.7 N14 M14 M13N13 88.7 87 87 N28 M28 M27N27 87 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC.Page 4 AMCON FP Date 10-9-2025 88.2 88.2 N12 M12 M11N11 88.2 86.8 86.8 N30 M30 M29N29 86.8 87.9 87.9 N10 M10 M9 N9 87.9 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC.Page 5 AMCON FP Date 10-9-2025 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 00000111122345678101113 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 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 Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 6 AMCON FP Date 10-9-2025 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 145.0 79 2256.0 89.917 2045.93 82.016 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 31 17.5 25.2 35.0 149.09 0.1 100 32 17.5 25.2 35.46 150.06 0.1 100 M22 17.5 51.33 N22 16.0 55.81 N24 16.0 55.88 N26 16.0 55.93 N28 16.0 55.96 N30 16.0 55.97 N32 16.0 55.98 M32 17.5 55.56 M31 17.5 60.14 N31 16.0 61.02 N29 16.0 61.03 N27 16.0 61.04 N25 16.0 61.07 N23 16.0 61.12 N21 16.0 61.19 N19 16.0 61.39 N33 16.0 61.47 N34 16.0 66.12 N35 16.0 71.0 C10 16.0 71.71 TOR2 16.0 72.49 BOR2 1.0 80.93 BOR1 1.0 80.95 UG1 1.0 81.17 UG2 -8.0 85.12 TEST 2.0 82.02 250.0 34 17.5 25.2 35.0 149.09 0.1 100 35 17.5 25.2 35.51 150.16 0.1 100 M21 17.5 56.51 39 17.5 25.2 35.04 149.16 0.1 100 40 17.5 25.2 35.49 150.13 0.1 100 M18 17.5 51.34 N18 16.0 55.81 N16 16.0 55.89 N14 16.0 55.93 N12 16.0 55.96 N10 16.0 55.98 N8 16.0 55.98 M8 17.5 55.75 M7 17.5 60.27 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 7 AMCON FP Date 10-9-2025 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes N7 16.0 61.15 N9 16.0 61.15 N11 16.0 61.17 N13 16.0 61.2 N15 16.0 61.25 N17 16.0 61.32 42 17.5 25.2 35.04 149.16 0.1 100 43 17.5 25.2 35.55 150.25 0.1 100 M17 17.5 56.62 47 17.5 25.2 35.05 149.19 0.1 100 48 17.5 25.2 35.51 150.16 0.1 100 M20 17.5 51.33 N20 16.0 55.8 50 17.5 25.2 35.05 149.2 0.1 100 51 17.5 25.2 35.56 150.28 0.1 100 M19 17.5 56.68 M24 17.5 55.65 M23 17.5 60.06 M16 17.5 55.66 M15 17.5 60.17 M26 17.5 55.69 M25 17.5 60.01 M14 17.5 55.7 M13 17.5 60.13 M28 17.5 55.71 M27 17.5 59.99 M12 17.5 55.72 M11 17.5 60.11 M30 17.5 55.72 M29 17.5 59.98 M10 17.5 55.74 M9 17.5 60.1 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 8 AMCON FP Date 10-9-2025 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 31 17.500 25.20 144.94 2.5 8.000 120 35.000 to 0.0 32 17.5 144.94 2.635 8.000 0.0572 0.458 Vel = 8.53 32 17.5 25.20 150.06 2.5 E 8.237 66.240 120 35.458 to 8.237 0.0 M22 17.5 295.0 2.635 74.477 0.2131 15.872 Vel = 17.36 M22 17.5 0.0 2.5 T 16.474 1.500 120 51.330 to 16.474 0.650 N22 16 295.0 2.635 17.974 0.2131 3.830 Vel = 17.36 N22 16 145.18 6 12.000 120 55.810 to 0.0 N24 16 440.18 6.357 12.000 0.0062 0.074 Vel = 4.45 N24 16 -88.47 6 12.000 120 55.884 to 0.0 N26 16 351.71 6.357 12.000 0.0040 0.048 Vel = 3.56 N26 16 -87.57 6 12.000 120 55.932 to 0.0 N28 16 264.14 6.357 12.000 0.0024 0.029 Vel = 2.67 N28 16 -87.04 6 12.000 120 55.961 to 0.0 N30 16 177.1 6.357 12.000 0.0012 0.014 Vel = 1.79 N30 16 -86.79 6 12.000 120 55.975 to 0.0 N32 16 90.31 6.357 12.000 0.0002 0.003 Vel = 0.91 N32 16 0.0 2.5 E 8.237 1.500 120 55.978 to 8.237 -0.650 M32 17.5 90.31 2.635 9.737 0.0239 0.233 Vel = 5.31 M32 17.5 0.0 2.5 2E 16.474 175.550 120 55.561 to 16.474 0.0 M31 17.5 90.31 2.635 192.024 0.0239 4.580 Vel = 5.31 M31 17.5 0.0 2.5 E 8.237 1.500 120 60.141 to 8.237 0.650 N31 16 90.31 2.635 9.737 0.0238 0.232 Vel = 5.31 N31 16 0.0 6 12.000 120 61.023 to 0.0 N29 16 90.31 6.357 12.000 0.0003 0.004 Vel = 0.91 N29 16 86.79 6 12.000 120 61.027 to 0.0 N27 16 177.1 6.357 12.000 0.0012 0.014 Vel = 1.79 N27 16 87.04 6 12.000 120 61.041 to 0.0 N25 16 264.14 6.357 12.000 0.0023 0.028 Vel = 2.67 N25 16 87.57 6 12.000 120 61.069 to 0.0 N23 16 351.71 6.357 12.000 0.0041 0.049 Vel = 3.56 N23 16 88.47 6 12.000 120 61.118 to 0.0 N21 16 440.18 6.357 12.000 0.0062 0.074 Vel = 4.45 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 9 AMCON FP Date 10-9-2025 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf N21 16 303.39 6 12.000 120 61.192 to 0.0 N19 16 743.57 6.357 12.000 0.0162 0.194 Vel = 7.52 N19 16 304.30 6 2.800 120 61.386 to 0.0 N33 16 1047.87 6.357 2.800 0.0304 0.085 Vel = 10.59 N33 16 748.06 8 T 41.108 137.850 120 61.471 to E 21.141 62.249 0.0 N34 16 1795.93 8.249 200.099 0.0232 4.650 Vel = 10.78 N34 16 0.0 8 E 21.141 188.920 120 66.121 to 21.141 0.0 N35 16 1795.93 8.249 210.061 0.0232 4.882 Vel = 10.78 N35 16 0.0 8 E 21.141 9.150 120 71.003 to 21.141 0.0 C10 16 1795.93 8.249 30.291 0.0232 0.703 Vel = 10.78 C10 16 0.0 8 E 21.141 12.430 120 71.706 to 21.141 0.0 TOR2 16 1795.93 8.249 33.571 0.0233 0.781 Vel = 10.78 TOR2 16 0.0 8 E 21.141 15.000 120 72.487 to Fsp 0.0 25.839 7.496 * * Fixed Loss = 1 BOR2 1 1795.93 8.249 G 4.698 40.839 0.0232 0.949 Vel = 10.78 BOR2 1 0.0 10 2.190 120 80.932 to 0.0 BOR1 1 1795.93 10.42 2.190 0.0073 0.016 Vel = 6.76 BOR1 1 0.0 10 E 26.62 3.010 120 80.948 to 26.620 0.0 UG1 1 1795.93 10.42 29.630 0.0075 0.221 Vel = 6.76 UG1 1 0.0 10 9.000 140 81.169 to 3.898 UG2 -8 1795.93 10.28 9.000 0.0060 0.054 Vel = 6.94 UG2 -8 0.0 10 G 7.534 88.910 140 85.121 to E 33.148 116.018 -4.331 TEST 2 1795.93 10.28 T 75.336 204.928 0.0060 1.226 Vel = 6.94 250.00 Qa = 250.00 TEST 2045.93 82.016 K Factor = 225.91 34 17.5 25.20 153.23 2.5 8.000 120 35.001 to 0.0 35 17.5 153.23 2.635 8.000 0.0634 0.507 Vel = 9.02 35 17.5 25.20 150.17 2.5 E 8.237 85.310 120 35.508 to 8.237 0.0 M21 17.5 303.4 2.635 93.547 0.2245 20.999 Vel = 17.85 M21 17.5 0.0 2.5 T 16.474 1.500 120 56.507 to 16.474 0.650 N21 16 303.4 2.635 17.974 0.2245 4.035 Vel = 17.85 0.0 N21 303.40 61.192 K Factor = 38.79 31 17.500 4.15 2.5 8.000 120 35.000 to 0.0 34 17.5 4.15 2.635 8.000 0.0001 0.001 Vel = 0.24 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 10 AMCON FP Date 10-9-2025 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 34 4.15 35.001 K Factor = 0.70 39 17.5 25.20 144.59 2.5 8.000 120 35.036 to 0.0 40 17.5 144.59 2.635 8.000 0.0570 0.456 Vel = 8.51 40 17.5 25.20 150.13 2.5 E 8.237 66.240 120 35.492 to 8.237 0.0 M18 17.5 294.72 2.635 74.477 0.2128 15.845 Vel = 17.34 M18 17.5 0.0 2.5 T 16.474 1.500 120 51.337 to 16.474 0.650 N18 16 294.72 2.635 17.974 0.2128 3.824 Vel = 17.34 N18 16 149.36 6 12.000 120 55.811 to 0.0 N16 16 444.08 6.357 12.000 0.0062 0.075 Vel = 4.49 N16 16 -89.61 6 12.000 120 55.886 to 0.0 N14 16 354.47 6.357 12.000 0.0041 0.049 Vel = 3.58 N14 16 -88.72 6 12.000 120 55.935 to 0.0 N12 16 265.75 6.357 12.000 0.0024 0.029 Vel = 2.69 N12 16 -88.19 6 12.000 120 55.964 to 0.0 N10 16 177.56 6.357 12.000 0.0011 0.013 Vel = 1.79 N10 16 -87.93 6 12.000 120 55.977 to 0.0 N8 16 89.63 6.357 12.000 0.0003 0.004 Vel = 0.91 N8 16 0.0 2.5 T 16.474 1.500 120 55.981 to 16.474 -0.650 M8 17.5 89.63 2.635 17.974 0.0235 0.423 Vel = 5.27 M8 17.5 0.0 2.5 2E 16.474 175.550 120 55.754 to 16.474 0.0 M7 17.5 89.63 2.635 192.024 0.0235 4.517 Vel = 5.27 M7 17.5 0.0 2.5 E 8.237 1.500 120 60.271 to 8.237 0.650 N7 16 89.63 2.635 9.737 0.0235 0.229 Vel = 5.27 N7 16 0.0 6 12.000 120 61.150 to 0.0 N9 16 89.63 6.357 12.000 0.0003 0.004 Vel = 0.91 N9 16 87.93 6 12.000 120 61.154 to 0.0 N11 16 177.56 6.357 12.000 0.0012 0.014 Vel = 1.79 N11 16 88.19 6 12.000 120 61.168 to 0.0 N13 16 265.75 6.357 12.000 0.0023 0.028 Vel = 2.69 N13 16 88.72 6 12.000 120 61.196 to 0.0 N15 16 354.47 6.357 12.000 0.0042 0.050 Vel = 3.58 N15 16 89.61 6 12.000 120 61.246 to 0.0 N17 16 444.08 6.357 12.000 0.0062 0.075 Vel = 4.49 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 11 AMCON FP Date 10-9-2025 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf N17 16 303.98 6 9.200 120 61.321 to 0.0 N33 16 748.06 6.357 9.200 0.0163 0.150 Vel = 7.56 0.0 N33 748.06 61.471 K Factor = 95.41 42 17.5 25.20 153.73 2.5 8.000 120 35.037 to 0.0 43 17.5 153.73 2.635 8.000 0.0639 0.511 Vel = 9.04 43 17.5 25.20 150.25 2.5 E 8.237 85.310 120 35.548 to 8.237 0.0 M17 17.5 303.98 2.635 93.547 0.2253 21.074 Vel = 17.88 M17 17.5 0.0 2.5 T 16.474 1.500 120 56.622 to 16.474 0.650 N17 16 303.98 2.635 17.974 0.2253 4.049 Vel = 17.88 0.0 N17 303.98 61.321 K Factor = 38.82 39 17.5 4.57 2.5 8.000 120 35.036 to 0.0 42 17.5 4.57 2.635 8.000 0.0001 0.001 Vel = 0.27 0.0 42 4.57 35.037 K Factor = 0.77 47 17.5 25.20 144.37 2.5 8.000 120 35.051 to 0.0 48 17.5 144.37 2.635 8.000 0.0569 0.455 Vel = 8.49 48 17.5 25.20 150.16 2.5 E 8.237 66.240 120 35.506 to 8.237 0.0 M20 17.5 294.53 2.635 74.477 0.2125 15.826 Vel = 17.33 M20 17.5 0.0 2.5 T 16.474 1.500 120 51.332 to 16.474 0.650 N20 16 294.53 2.635 17.974 0.2125 3.819 Vel = 17.33 N20 16 -145.18 6 12.000 120 55.801 to 0.0 N18 16 149.35 6.357 12.000 0.0008 0.010 Vel = 1.51 0.0 N18 149.35 55.811 K Factor = 19.99 50 17.5 25.20 154.02 2.5 8.000 120 35.052 to 0.0 51 17.5 154.02 2.635 8.000 0.0640 0.512 Vel = 9.06 51 17.5 25.20 150.28 2.5 E 8.237 85.310 120 35.564 to 8.237 0.0 M19 17.5 304.3 2.635 93.547 0.2257 21.115 Vel = 17.90 M19 17.5 0.0 2.5 T 16.474 1.500 120 56.679 to 16.474 0.650 N19 16 304.3 2.635 17.974 0.2257 4.057 Vel = 17.90 0.0 N19 304.30 61.386 K Factor = 38.84 47 17.5 4.82 2.5 8.000 120 35.051 to 0.0 50 17.5 4.82 2.635 8.000 0.0001 0.001 Vel = 0.28 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 12 AMCON FP Date 10-9-2025 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 50 4.82 35.052 K Factor = 0.81 N20 16 145.18 6 12.000 120 55.801 to 0.0 N22 16 145.18 6.357 12.000 0.0007 0.009 Vel = 1.47 0.0 N22 145.18 55.810 K Factor = 19.43 N24 16 88.46 2.5 T 16.474 1.500 120 55.884 to 16.474 -0.650 M24 17.5 88.46 2.635 17.974 0.0230 0.413 Vel = 5.20 M24 17.5 0.0 2.5 2E 16.474 175.550 120 55.647 to 16.474 0.0 M23 17.5 88.46 2.635 192.024 0.0230 4.409 Vel = 5.20 M23 17.5 0.0 2.5 T 16.474 1.500 120 60.056 to 16.474 0.650 N23 16 88.46 2.635 17.974 0.0229 0.412 Vel = 5.20 0.0 N23 88.46 61.118 K Factor = 11.32 N16 16 89.61 2.5 T 16.474 1.500 120 55.886 to 16.474 -0.650 M16 17.5 89.61 2.635 17.974 0.0235 0.422 Vel = 5.27 M16 17.5 0.0 2.5 2E 16.474 175.550 120 55.658 to 16.474 0.0 M15 17.5 89.61 2.635 192.024 0.0235 4.516 Vel = 5.27 M15 17.5 0.0 2.5 T 16.474 1.500 120 60.174 to 16.474 0.650 N15 16 89.61 2.635 17.974 0.0235 0.422 Vel = 5.27 0.0 N15 89.61 61.246 K Factor = 11.45 N26 16 87.57 2.5 T 16.474 1.500 120 55.932 to 16.474 -0.650 M26 17.5 87.57 2.635 17.974 0.0226 0.406 Vel = 5.15 M26 17.5 0.0 2.5 2E 16.474 175.550 120 55.688 to 16.474 0.0 M25 17.5 87.57 2.635 192.024 0.0225 4.327 Vel = 5.15 M25 17.5 0.0 2.5 T 16.474 1.500 120 60.015 to 16.474 0.650 N25 16 87.57 2.635 17.974 0.0225 0.404 Vel = 5.15 0.0 N25 87.57 61.069 K Factor = 11.21 N14 16 88.72 2.5 T 16.474 1.500 120 55.935 to 16.474 -0.650 M14 17.5 88.72 2.635 17.974 0.0231 0.415 Vel = 5.22 M14 17.5 0.0 2.5 2E 16.474 175.550 120 55.700 to 16.474 0.0 M13 17.5 88.72 2.635 192.024 0.0231 4.432 Vel = 5.22 M13 17.5 0.0 2.5 T 16.474 1.500 120 60.132 to 16.474 0.650 N13 16 88.72 2.635 17.974 0.0230 0.414 Vel = 5.22 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 COASTWISE FIREGUARD, INC. Page 13 AMCON FP Date 10-9-2025 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 N13 88.72 61.196 K Factor = 11.34 N28 16 87.04 2.5 T 16.474 1.500 120 55.961 to 16.474 -0.650 M28 17.5 87.04 2.635 17.974 0.0223 0.401 Vel = 5.12 M28 17.5 0.0 2.5 2E 16.474 175.550 120 55.712 to 16.474 0.0 M27 17.5 87.04 2.635 192.024 0.0223 4.279 Vel = 5.12 M27 17.5 0.0 2.5 T 16.474 1.500 120 59.991 to 16.474 0.650 N27 16 87.04 2.635 17.974 0.0223 0.400 Vel = 5.12 0.0 N27 87.04 61.041 K Factor = 11.14 N12 16 88.19 2.5 T 16.474 1.500 120 55.964 to 16.474 -0.650 M12 17.5 88.19 2.635 17.974 0.0228 0.410 Vel = 5.19 M12 17.5 0.0 2.5 2E 16.474 175.550 120 55.724 to 16.474 0.0 M11 17.5 88.19 2.635 192.024 0.0228 4.384 Vel = 5.19 M11 17.5 0.0 2.5 T 16.474 1.500 120 60.108 to 16.474 0.650 N11 16 88.19 2.635 17.974 0.0228 0.410 Vel = 5.19 0.0 N11 88.19 61.168 K Factor = 11.28 N30 16 86.79 2.5 T 16.474 1.500 120 55.975 to 16.474 -0.650 M30 17.5 86.79 2.635 17.974 0.0221 0.398 Vel = 5.11 M30 17.5 0.0 2.5 2E 16.474 175.550 120 55.723 to 16.474 0.0 M29 17.5 86.79 2.635 192.024 0.0222 4.256 Vel = 5.11 M29 17.5 0.0 2.5 T 16.474 1.500 120 59.979 to 16.474 0.650 N29 16 86.79 2.635 17.974 0.0221 0.398 Vel = 5.11 0.0 N29 86.79 61.027 K Factor = 11.11 N10 16 87.93 2.5 T 16.474 1.500 120 55.977 to 16.474 -0.650 M10 17.5 87.93 2.635 17.974 0.0228 0.409 Vel = 5.17 M10 17.5 0.0 2.5 2E 16.474 175.550 120 55.736 to 16.474 0.0 M9 17.500 87.93 2.635 192.024 0.0227 4.360 Vel = 5.17 M9 17.500 0.0 2.5 T 16.474 1.500 120 60.096 to 16.474 0.650 N9 16 87.93 2.635 17.974 0.0227 0.408 Vel = 5.17 0.0 N9 87.93 61.154 K Factor = 11.24 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727