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Hydraulic Calculations- Tahoma Terra Storage Building HSprinx Fire Protection, Inc. 2709 Jahn Ave NW Suite H2 Gig Harbor, WA 98335 (253)853-7780 Job Name : Tahoma Terra Storage Bldg H RA#1 Drawing : FP2.0 Location : Tahoma BLVD, Yelm WA Remote Area : #1 Contract : 24-012CM Data File : Tahoma Terra Storage Bldg H FP Area 1.WXF Date/Time : 05/01/2024 - 12:20 PM Computer Programs by Hydratec Inc. Revision: 50.5520.727 05/10/2024 Sprinx Fire Protection, Inc.Page 1 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 HYDRAULIC CALCULATIONS for JOB NAME Tahoma Terra Storage Building "H" RA #1 Location Tahoma BLVD, Yelm WA Drawing #FP2.0 Contract #24-012CM Date 4/25/2024 DESIGN Remote area ##1 Remote area location SE END STORAGE UNITS Occupancy classification ORDINARY HAZ. GP-2 Density 0.2 - Gpm/SqFt Area of application 945 - SqFt Coverage/sprinkler 120 - SqFt Type of sprinkler calculated QR BRASS UPRIGHT K=5.6 # Sprinklers calculated 14 In-rack demand 0 - GPM Hose streams 250 - GPM Total water required (including hose streams)572.946 - GPM @ 37.8838 - Psi Type of system WET STEEL Volume of system (dry or pre-action)N/A - Gal WATER SUPPLY INFORMATION Test date 2023 Location Site Location Source of info City of Yelm Water Dept CONTRACTOR INFO Sprinx Fire Protection, Inc. Address 2709 Jahn Ave NW / Suite H2 / Gig Harbor, WA 98335 Phone #(253)853-7780 Name of designer Brian Walder Authority having jurisdiction City of Yelm, WA NOTES: QR AREA REDUCTION 37% REDUCTION 12'-0" CEILINGS text1(35) - invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 2 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure : 55 C2 - Residual Pressure: 42 C2 - Residual Flow : 3227 D1 - Elevation : 4.188 D2 - System Flow : 322.946 D2 - System Pressure : 37.884 Hose ( Demand ) : 250 D3 - System Demand : 572.946 Safety Margin : 16.585 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 3 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 24 322.9 322.9 1 ¬2 ¬3 ¬4 ¬TOR¬BOR¬TEST 24 322.9 322.9 22.5 67.8 5 ¬6 ¬7 ¬8 ¬3 45 90.3| |208.6 22.5 | 9 ¬8 | | | 22.4 67.7 ¯208.6 10 ¬11 ¬12 ¬13 ¬14 ¬3 44.9 -90.1 |90.1 22.4 | 15 ¬13 | | | 23.9 | 16 ¬17 ¬14 | 23.9| | |94.6| 23 ¯94.6| 18 ¬19 ¬20 ¬14 |70.4| |47.3|70.4 23.6¯ ¯ 21 ¬22 ¬19 47.3- |70.4 24.3 | 23 ¬24 ¬20 24.3 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 4 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 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 40 45 50 61 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 V 90' Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Zdi Deringer 30 DCDA II Vert 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 Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 5 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 55.0 42 3227.0 54.469 572.95 37.884 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.67 5.6 18.37 24.0 0.2 120 2 9.0 19.69 3 9.0 19.97 4 9.0 24.46 TOR 9.0 26.28 BOR 0.0 36.2 TEST 0.0 37.88 250.0 5 9.0 5.6 16.1 22.47 0.2 78 6 9.0 5.6 16.21 22.55 0.2 78 7 9.0 5.6 16.6 22.81 0.2 67 8 9.0 17.31 9 9.67 5.6 16.1 22.47 0.2 80 10 9.0 5.6 16.02 22.41 0.2 78 11 9.0 5.6 16.13 22.49 0.2 78 12 9.0 5.6 16.51 22.75 0.2 67 13 9.0 17.22 14 9.0 19.87 15 9.67 5.6 16.02 22.41 0.2 80 16 9.67 5.6 18.27 23.94 0.2 103 17 9.0 19.59 18 9.67 5.6 16.94 23.05 0.2 80 19 9.0 18.17 20 9.0 19.84 21 9.0 5.6 17.8 23.63 0.2 72 22 9.0 5.6 17.91 23.7 0.2 47 23 9.67 5.6 18.76 24.26 0.2 114 24 9.0 19.55 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 6 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 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 1 9.67 5.60 24.00 1 T 5.0 0.670 120 18.367 to 5.000 0.290 2 9 24.0 1.049 5.670 0.1824 1.034 Vel = 8.91 2 9 0.0 1.5 T 11.29 6.000 120 19.691 to 11.290 0.0 3 9 24.0 1.728 17.290 0.0161 0.278 Vel = 3.28 3 9 298.95 4 2V 18.954 176.990 120 19.969 to 18.954 0.0 4 9 322.95 4.31 195.944 0.0229 4.495 Vel = 7.10 4 9 0.0 4 X 22.299 37.810 120 24.464 to 2V 18.954 41.253 0.0 TOR 9 322.95 4.31 79.063 0.0229 1.814 Vel = 7.10 TOR 9 0.0 4 V 9.477 9.000 120 26.278 to Zdi 0.0 9.477 9.499 * * Fixed Loss = 5.601 BOR 0 322.95 4.31 18.477 0.0229 0.423 Vel = 7.10 BOR 0 0.0 4 E 14.534 30.000 140 36.200 to G 2.907 46.508 0.0 TEST 0 322.95 4.1 T 29.067 76.508 0.0220 1.684 Vel = 7.85 250.00 Qa = 250.00 TEST 572.95 37.884 K Factor = 93.09 5 9 5.60 22.47 1.5 7.500 120 16.104 to 0.0 6 9 22.47 1.728 7.500 0.0143 0.107 Vel = 3.07 6 9 5.60 22.55 1.5 7.500 120 16.211 to 0.0 7 9 45.02 1.728 7.500 0.0513 0.385 Vel = 6.16 7 9 5.60 22.81 1.5 6.500 120 16.596 to 0.0 8 9 67.83 1.728 6.500 0.1095 0.712 Vel = 9.28 8 9 22.47 1.5 T 11.29 3.000 120 17.308 to 11.290 0.0 3 9 90.3 1.728 14.290 0.1862 2.661 Vel = 12.35 0.0 3 90.30 19.969 K Factor = 20.21 9 9.67 5.60 22.47 1 T 5.0 0.670 120 16.103 to 5.000 0.290 8 9 22.47 1.049 5.670 0.1614 0.915 Vel = 8.34 0.0 8 22.47 17.308 K Factor = 5.40 10 9 5.60 22.41 1.5 7.500 120 16.020 to 0.0 11 9 22.41 1.728 7.500 0.0141 0.106 Vel = 3.07 11 9 5.60 22.49 1.5 7.500 120 16.126 to 0.0 12 9 44.9 1.728 7.500 0.0512 0.384 Vel = 6.14 12 9 5.60 22.76 1.5 6.500 120 16.510 to 0.0 13 9 67.66 1.728 6.500 0.1091 0.709 Vel = 9.26 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 7 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 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 13 9 22.41 1.5 T 11.29 3.000 120 17.219 to 11.290 0.0 14 9 90.07 1.728 14.290 0.1852 2.647 Vel = 12.32 14 9 118.57 4 10.000 120 19.866 to 0.0 3 9 208.64 4.31 10.000 0.0103 0.103 Vel = 4.59 0.0 3 208.64 19.969 K Factor = 46.69 15 9.67 5.60 22.41 1 T 5.0 0.670 120 16.018 to 5.000 0.290 13 9 22.41 1.049 5.670 0.1607 0.911 Vel = 8.32 0.0 13 22.41 17.219 K Factor = 5.40 16 9.67 5.60 23.94 1 T 5.0 0.670 120 18.271 to 5.000 0.290 17 9 23.94 1.049 5.670 0.1815 1.029 Vel = 8.89 17 9 0.0 1.5 T 11.29 6.000 120 19.590 to 11.290 0.0 14 9 23.94 1.728 17.290 0.0160 0.276 Vel = 3.28 0.0 14 23.94 19.866 K Factor = 5.37 18 9.67 5.60 23.05 1 T 6.217 0.670 120 16.938 to 6.217 0.290 19 9 23.05 1.097 6.887 0.1362 0.938 Vel = 7.82 19 9 47.33 1.5 T 11.29 3.000 120 18.166 to 11.290 0.0 20 9 70.38 1.728 14.290 0.1174 1.677 Vel = 9.63 20 9 24.25 4 10.000 120 19.843 to 0.0 14 9 94.63 4.31 10.000 0.0023 0.023 Vel = 2.08 0.0 14 94.63 19.866 K Factor = 21.23 21 9 5.60 23.63 1.5 7.000 120 17.803 to 0.0 22 9 23.63 1.728 7.000 0.0156 0.109 Vel = 3.23 22 9 5.60 23.70 1.5 4.500 120 17.912 to 0.0 19 9 47.33 1.728 4.500 0.0564 0.254 Vel = 6.47 0.0 19 47.33 18.166 K Factor = 11.10 23 9.67 5.60 24.26 1 E 2.0 0.670 120 18.765 to 2.000 0.290 24 9 24.26 1.049 2.670 0.1861 0.497 Vel = 9.01 24 9 0.0 1.5 T 11.29 6.500 120 19.552 to 11.290 0.0 20 9 24.26 1.728 17.790 0.0164 0.291 Vel = 3.32 0.0 20 24.26 19.843 K Factor = 5.45 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 8 Tahoma Terra Storage Bldg H RA#1 Date 4/25/2024 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 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 FLOW TEST DATA USED FOR CALCULATIONS