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Hydraulic Calculations- Tahoma Terra Storage Building DSprinx Fire Protection, Inc. 2709 Jahn Ave NW Suite H2 Gig Harbor, WA 98335 (253)853-7780 Job Name : Tahoma Terra Storage Bldg D RA#1 Drawing : FP2.0 Location : Tahoma BLVD, Yelm WA Remote Area : #1 Contract : 24-012CM Data File : Tahoma Terra Storage Bldg D FP Area 1.WXF Date/Time : 05/01/2024 - 12:17 PM Computer Programs by Hydratec Inc. Revision: 50.5520.727 05/10/2024 Sprinx Fire Protection, Inc.Page 1 Tahoma Terra Storage Bldg D RA#1 Date 4/23/2024 HYDRAULIC CALCULATIONS for JOB NAME Tahoma Terra Storage Building "D" RA #1 Location Tahoma BLVD, Yelm WA Drawing #FP2.0 Contract #24-012CM Date 4/23/2024 DESIGN Remote area ##1 Remote area location NE 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 13 In-rack demand 0 - GPM Hose streams 250 - GPM Total water required (including hose streams)568.98 - GPM @ 40.2795 - 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 D RA#1 Date 4/23/2024 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 : 3.898 D2 - System Flow : 318.98 D2 - System Pressure : 40.280 Hose ( Demand ) : 250 D3 - System Demand : 568.98 Safety Margin : 14.196 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 D RA#1 Date 4/23/2024 95.3 142.8 319 319 1 ¬2 ¬3 ¬4 ¬5 ¬6 ¬TOR¬BOR¬TEST 118.8 266.3 319 319 23.7 71.3 7 ¬8 ¬9 ¬1 47.5 24 10 ¬3 24.6 123.5 11 ¬12 ¬13 ¬4 123.5 24.8 74.6 14 ¬15 ¬16 ¬17 ¬12 49.7 98.9 26.3 18 ¬19 ¬5 52.6 26.3 20 ¬19 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 4 Tahoma Terra Storage Bldg D RA#1 Date 4/23/2024 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 D RA#1 Date 4/23/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 55.0 42 3227.0 54.476 568.98 40.28 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.0 5.6 18.37 24.0 0.2 120 2 9.0 18.93 3 9.0 19.69 4 9.0 24.17 5 9.0 24.34 6 9.0 27.34 TOR 9.0 28.75 BOR 1.0 38.2 TEST 0.0 40.28 250.0 7 9.0 5.6 17.95 23.73 0.2 75 8 9.0 5.6 17.99 23.75 0.2 85 9 9.0 5.6 18.11 23.83 0.2 96 10 9.67 5.6 18.37 24.0 0.2 85 11 9.67 5.6 19.34 24.63 0.2 85 12 9.0 20.71 13 9.0 24.14 14 9.0 5.6 19.64 24.82 0.2 75 15 9.0 5.6 19.68 24.84 0.2 75 16 9.0 5.6 19.81 24.93 0.2 120 17 9.0 20.17 18 9.67 5.6 22.11 26.33 0.2 85 20 9.0 23.58 19 9.0 23.63 21 9.67 5.6 17.65 23.53 0.2 85 22 9.67 5.6 18.82 24.3 0.2 85 23 9.67 5.6 22.07 26.31 0.2 85 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 6 Tahoma Terra Storage Bldg D RA#1 Date 4/23/2024 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 5.60 95.31 2 9.000 120 18.367 to 0.0 2 9 95.31 2.203 9.000 0.0631 0.568 Vel = 8.02 2 9 23.52 2 8.000 120 18.935 to 0.0 3 9 118.83 2.203 8.000 0.0948 0.758 Vel = 10.00 3 9 24.00 2 T 13.639 20.000 120 19.693 to 13.639 0.0 4 9 142.83 2.203 33.639 0.1332 4.482 Vel = 12.02 4 9 123.51 4 10.000 120 24.175 to 0.0 5 9 266.34 4.31 10.000 0.0160 0.160 Vel = 5.86 5 9 52.64 4 134.000 120 24.335 to 0.0 6 9 318.98 4.31 134.000 0.0224 3.005 Vel = 7.01 6 9 0.0 4 X 22.299 21.720 120 27.340 to 2V 18.954 41.253 0.0 TOR 9 318.98 4.31 62.973 0.0224 1.412 Vel = 7.01 TOR 9 0.0 4 V 9.477 9.000 120 28.752 to Zdi 0.0 9.477 9.035 * * Fixed Loss = 5.57 BOR 1 318.98 4.31 18.477 0.0224 0.414 Vel = 7.01 BOR 1 0.0 4 E 14.534 30.000 140 38.201 to G 2.907 46.508 0.433 TEST 0 318.98 4.1 T 29.067 76.508 0.0215 1.646 Vel = 7.75 250.00 Qa = 250.00 TEST 568.98 40.280 K Factor = 89.65 7 9 5.60 23.73 2 8.000 120 17.949 to 0.0 8 9 23.73 2.203 8.000 0.0049 0.039 Vel = 2.00 8 9 5.60 23.75 2 7.000 120 17.988 to 0.0 9 9 47.48 2.203 7.000 0.0173 0.121 Vel = 4.00 9 9 5.60 23.83 2 7.000 120 18.109 to 0.0 1 9 71.31 2.203 7.000 0.0369 0.258 Vel = 6.00 0.0 1 71.31 18.367 K Factor = 16.64 10 9.67 5.60 24.00 1 T 5.0 0.670 120 18.369 to 5.000 0.290 3 9 24.0 1.049 5.670 0.1824 1.034 Vel = 8.91 0.0 3 24.00 19.693 K Factor = 5.41 11 9.67 5.60 24.63 1 T 5.0 0.670 120 19.337 to 5.000 0.290 12 9 24.63 1.049 5.670 0.1912 1.084 Vel = 9.14 12 9 98.88 2 T 13.639 20.000 120 20.711 to 13.639 0.0 13 9 123.51 2.203 33.639 0.1018 3.425 Vel = 10.40 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 7 Tahoma Terra Storage Bldg D RA#1 Date 4/23/2024 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 0.0 4 10.000 120 24.136 to 0.0 4 9 123.51 4.31 10.000 0.0039 0.039 Vel = 2.72 0.0 4 123.51 24.175 K Factor = 25.12 14 9 5.60 24.82 2 7.000 120 19.642 to 0.0 15 9 24.82 2.203 7.000 0.0053 0.037 Vel = 2.09 15 9 5.60 24.84 2 7.000 120 19.679 to 0.0 16 9 49.66 2.203 7.000 0.0189 0.132 Vel = 4.18 16 9 5.60 24.93 2 9.000 120 19.811 to 0.0 17 9 74.59 2.203 9.000 0.0400 0.360 Vel = 6.28 17 9 24.29 2 8.000 120 20.171 to 0.0 12 9 98.88 2.203 8.000 0.0675 0.540 Vel = 8.32 0.0 12 98.88 20.711 K Factor = 21.73 18 9.67 5.60 26.33 1 T 5.0 0.670 120 22.111 to 5.000 0.290 19 9 26.33 1.049 5.670 0.2164 1.227 Vel = 9.77 0.0 19 26.33 23.628 K Factor = 5.42 20 9 26.31 2 8.000 120 23.582 to 0.0 19 9 26.31 2.203 8.000 0.0058 0.046 Vel = 2.21 19 9 26.33 2 T 13.639 20.000 120 23.628 to 13.639 0.0 5 9 52.64 2.203 33.639 0.0210 0.707 Vel = 4.43 0.0 5 52.64 24.335 K Factor = 10.67 21 9.67 5.60 23.53 1 T 5.0 0.670 120 17.648 to 5.000 0.290 2 9 23.53 1.049 5.670 0.1758 0.997 Vel = 8.73 0.0 2 23.53 18.935 K Factor = 5.41 22 9.67 5.60 24.30 1 T 5.0 0.670 120 18.824 to 5.000 0.290 17 9 24.3 1.049 5.670 0.1864 1.057 Vel = 9.02 0.0 17 24.30 20.171 K Factor = 5.41 23 9.67 5.60 26.31 1 T 5.0 0.670 120 22.067 to 5.000 0.290 20 9 26.31 1.049 5.670 0.2160 1.225 Vel = 9.77 0.0 20 26.31 23.582 K Factor = 5.42 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 FLOW TEST DATA USED FOR CALCULATIONS