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Hydraulic Calculations- Tahoma Terra Storage Building CSprinx Fire Protection, Inc. 2709 Jahn Ave NW Suite H2 Gig Harbor, WA 98335 (253)853-7780 Job Name : Tahoma Terra Storage Bldg C FP RA#1 Drawing : FP2.0 Location : Tahoma BLVD, Yelm WA Remote Area : #1 Contract : 24-012CM Data File : Tahoma Terra Storage Bldg C FP Area 1.WXF Date/Time : 05/01/2024 - 12:13 PM Computer Programs by Hydratec Inc. Revision: 50.5520.727 05/10/2024 Sprinx Fire Protection, Inc.Page 1 Tahoma Terra Storage Bldg C FP RA#1 Date 4/18/2024 HYDRAULIC CALCULATIONS for JOB NAME Tahoma Terra Storage Building "C" RA #1 Location Tahoma BLVD, Yelm WA Drawing #FP2.0 Contract #24-012CM Date 4/18/2024 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 117 - SqFt Type of sprinkler calculated QR BRASS UPRIGHT K=5.6 # Sprinklers calculated 15 In-rack demand 0 - GPM Hose streams 250 - GPM Total water required (including hose streams)603.08 - GPM @ 39.3813 - 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 C FP RA#1 Date 4/18/2024 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 : 353.08 D2 - System Pressure : 39.381 Hose ( Demand ) : 250 D3 - System Demand : 603.08 Safety Margin : 15.035 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 C FP RA#1 Date 4/18/2024 23.4 70.3 139.5 279.1 353.1 353.1 1 ¬2 ¬3 ¬4 ¬5 ¬6 ¬7 ¬8 ¬9 ¬TOR¬BOR¬TEST 46.8 116.2 -139.5 353.1 353.1 |139.5 22.9 | 10 ¬4 ®11 | -23 | |116.2 | 23.2| | 12 ¬5 | | | 23.4 70.4 139.6| 13 ¬14 ¬15 ¬16 ¬17 ¬7 46.9 116.4 23 18 ¬16 ®19 -23 |116.4 23.2| 20 ¬17 24.7 21 ¬22 ®23 -24.7 |49.4 24.6| 24 ¬25 ¬8 74 49.4 22 ¬25 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 4 Tahoma Terra Storage Bldg C FP RA#1 Date 4/18/2024 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 C FP RA#1 Date 4/18/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 55.0 42 3227.0 54.416 603.08 39.381 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.0 5.6 17.46 23.4 0.2 117 2 9.0 5.6 17.51 23.43 0.2 69 3 9.0 5.6 17.62 23.5 0.2 80 4 9.0 17.85 5 9.0 18.44 6 9.0 21.45 7 9.0 21.5 8 9.0 21.68 9 9.0 25.63 TOR 9.0 27.24 BOR 1.0 37.04 TEST 0.0 39.38 250.0 10 9.0 5.6 16.76 22.93 0.2 38 11 9.0 5.6 16.84 22.98 0.2 33 12 9.67 5.6 17.18 23.21 0.2 75 13 9.0 5.6 17.5 23.43 0.2 117 14 9.0 5.6 17.55 23.46 0.2 69 15 9.0 5.6 17.66 23.53 0.2 80 16 9.0 17.89 17 9.0 18.48 18 9.0 5.6 16.8 22.95 0.2 38 19 9.0 5.6 16.88 23.01 0.2 33 20 9.67 5.6 17.22 23.24 0.2 75 21 9.0 5.6 19.38 24.65 0.2 38 22 9.0 20.62 23 9.0 5.6 19.47 24.71 0.2 33 24 9.67 5.6 19.37 24.65 0.2 75 25 9.0 20.75 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 6 Tahoma Terra Storage Bldg C FP RA#1 Date 4/18/2024 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 23.40 2 10.000 120 17.460 to 0.0 2 9 23.4 2.203 10.000 0.0047 0.047 Vel = 1.97 2 9 5.60 23.43 2 6.500 120 17.507 to 0.0 3 9 46.83 2.203 6.500 0.0169 0.110 Vel = 3.94 3 9 5.60 23.51 2 6.500 120 17.617 to 0.0 4 9 70.34 2.203 6.500 0.0360 0.234 Vel = 5.92 4 9 45.90 2 6.500 120 17.851 to 0.0 5 9 116.24 2.203 6.500 0.0911 0.592 Vel = 9.78 5 9 23.22 2 T 13.639 9.990 120 18.443 to 13.639 0.0 6 9 139.46 2.203 23.629 0.1274 3.011 Vel = 11.74 6 9 0.0 4 10.000 120 21.454 to 0.0 7 9 139.46 4.31 10.000 0.0049 0.049 Vel = 3.07 7 9 139.61 4 10.000 120 21.503 to 0.0 8 9 279.07 4.31 10.000 0.0175 0.175 Vel = 6.14 8 9 74.01 4 146.160 120 21.678 to 0.0 9 9 353.08 4.31 146.160 0.0271 3.955 Vel = 7.76 9 9 0.0 4 X 22.299 18.170 120 25.633 to 2V 18.954 41.253 0.0 TOR 9 353.08 4.31 59.423 0.0271 1.608 Vel = 7.76 TOR 9 0.0 4 V 9.477 9.000 120 27.241 to Zdi 0.0 9.477 9.300 * * Fixed Loss = 5.835 BOR 1 353.08 4.31 18.477 0.0271 0.500 Vel = 7.76 BOR 1 0.0 4 E 14.534 27.000 140 37.041 to G 2.907 46.508 0.433 TEST 0 353.08 4.1 T 29.067 73.508 0.0259 1.907 Vel = 8.58 250.00 Qa = 250.00 TEST 603.08 39.381 K Factor = 96.10 10 9 5.60 22.93 1 T 5.0 1.500 120 16.762 to 5.000 0.0 4 9 22.93 1.049 6.500 0.1675 1.089 Vel = 8.51 4 9 -45.91 1 T 5.0 1.000 120 17.851 to 5.000 0.0 11 9 -22.98 1.049 6.000 -0.1683 -1.010 Vel = 8.53 5.60 Qa = 5.60 11 -17.38 16.841 K Factor = -4.24 12 9.67 5.60 23.21 1 T 5.0 0.670 120 17.180 to 5.000 0.290 5 9 23.21 1.049 5.670 0.1716 0.973 Vel = 8.62 0.0 5 23.21 18.443 K Factor = 5.40 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 7 Tahoma Terra Storage Bldg C FP RA#1 Date 4/18/2024 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 5.60 23.43 2 10.000 120 17.500 to 0.0 14 9 23.43 2.203 10.000 0.0048 0.048 Vel = 1.97 14 9 5.60 23.45 2 6.500 120 17.548 to 0.0 15 9 46.88 2.203 6.500 0.0169 0.110 Vel = 3.95 15 9 5.60 23.54 2 6.500 120 17.658 to 0.0 16 9 70.42 2.203 6.500 0.0360 0.234 Vel = 5.93 16 9 45.96 2 6.500 120 17.892 to 0.0 17 9 116.38 2.203 6.500 0.0912 0.593 Vel = 9.80 17 9 23.24 2 T 13.639 9.990 120 18.485 to 13.639 0.0 7 9 139.62 2.203 23.629 0.1277 3.018 Vel = 11.75 0.0 7 139.62 21.503 K Factor = 30.11 18 9 5.60 22.95 1 T 5.0 1.500 120 16.800 to 5.000 0.0 16 9 22.95 1.049 6.500 0.1680 1.092 Vel = 8.52 16 9 -45.96 1 T 5.0 1.000 120 17.892 to 5.000 0.0 19 9 -23.01 1.049 6.000 -0.1687 -1.012 Vel = 8.54 5.60 Qa = 5.60 19 -17.41 16.880 K Factor = -4.24 20 9.67 5.60 23.24 1 T 5.0 0.670 120 17.220 to 5.000 0.290 17 9 23.24 1.049 5.670 0.1720 0.975 Vel = 8.63 0.0 17 23.24 18.485 K Factor = 5.41 21 9 5.60 24.65 1 T 5.0 1.500 120 19.378 to 5.000 0.0 22 9 24.65 1.049 6.500 0.1917 1.246 Vel = 9.15 22 9 -49.36 1 T 5.0 1.000 120 20.624 to 5.000 0.0 23 9 -24.71 1.049 6.000 -0.1925 -1.155 Vel = 9.17 5.60 Qa = 5.60 23 -19.11 19.469 K Factor = -4.33 24 9.67 5.60 24.65 1 T 5.0 0.670 120 19.369 to 5.000 0.290 25 9 24.65 1.049 5.670 0.1915 1.086 Vel = 9.15 25 9 49.36 2 T 13.639 9.990 120 20.745 to 13.639 0.0 8 9 74.01 2.203 23.629 0.0395 0.933 Vel = 6.23 0.0 8 74.01 21.678 K Factor = 15.90 22 9 49.36 2 6.500 120 20.624 to 0.0 25 9 49.36 2.203 6.500 0.0186 0.121 Vel = 4.15 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 8 Tahoma Terra Storage Bldg C FP RA#1 Date 4/18/2024 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 0.0 25 49.36 20.745 K Factor = 10.84 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 FLOW TEST DATA USED FOR CALCULATIONS