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Hydraulic Calculations- Tahoma Terra Storage Building ASprinx Fire Protection, Inc. 2709 Jahn Ave NW Suite H2 Gig Harbor, WA 98335 (253)853-7780 Job Name : Tahoma Terra Storage Building "A" RA #1 Drawing : FP2.0 Location : Tahoma BLVD, Yelm WA Remote Area : #1 Contract : 24-012CM Data File : Tahoma Terra Storage Bldg A FP Area 1.WXF Date/Time : 05/01/2024 - 11:49 AM Computer Programs by Hydratec Inc. Revision: 50.5520.727 05/10/2024 Sprinx Fire Protection, Inc.Page 1 Tahoma Terra Storage Building "A" RA #1 Date 4/11/2024 HYDRAULIC CALCULATIONS for JOB NAME Tahoma Terra Storage Building "A" RA #1 Location Tahoma BLVD, Yelm WA Drawing #FP2.0 Contract #24-012CM Date 4/11/2024 DESIGN Remote area ##1 Remote area location N END STORAGE UNITS Occupancy classification ORDINARY HAZ. GP-2 Density 0.2 - Gpm/SqFt Area of application 956 - SqFt Coverage/sprinkler 107 - 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)565.908 - GPM @ 44.9407 - 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 36.25% REDUCTION 12'-6" CEILINGS text1(35) - invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 2 Tahoma Terra Storage Building "A" RA #1 Date 4/11/2024 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 : 4.114 D2 - System Flow : 315.908 D2 - System Pressure : 44.941 Hose ( Demand ) : 250 D3 - System Demand : 565.908 Safety Margin : 9.540 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 3 Tahoma Terra Storage Building "A" RA #1 Date 4/11/2024 101.7 247.7 315.9 315.9 1 ¬2 ¬3 ¬4 ¬5 ¬TOR¬BOR¬TEST 124.1 315.9 315.9 19.8 59.8 6 ¬7 ¬8 ¬9 ¬1 39.7 80.3 19.7 59.6 101.3 123.6 10 ¬11 ¬12 ¬13 ¬14 ¬15 ¬16 ¬3 39.5 80 123.6 22.4 17 ¬18 ®19 - - 22.4 |22.4|44.8 |44.8| 18 ¬20 ¬4 68.2 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 4 Tahoma Terra Storage Building "A" RA #1 Date 4/11/2024 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 Building "A" RA #1 Date 4/11/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 55.0 42 3227.0 54.481 565.91 44.941 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.5 5.6 14.6 21.4 0.2 107 2 9.5 5.6 15.99 22.4 0.2 80 3 9.5 20.78 4 9.5 21.27 5 9.5 32.27 TOR 9.5 33.21 BOR 1.0 42.86 TEST 0.0 44.94 250.0 6 9.5 5.6 12.5 19.8 0.2 75 7 9.5 5.6 12.58 19.86 0.2 75 8 9.5 5.6 12.89 20.1 0.2 70 9 9.5 5.6 13.41 20.5 0.2 64 10 9.5 5.6 12.42 19.73 0.2 72 11 9.5 5.6 12.5 19.8 0.2 72 12 9.5 5.6 12.8 20.03 0.2 70 13 9.5 5.6 13.32 20.43 0.2 83 14 9.5 5.6 14.51 21.33 0.2 103 15 9.5 5.6 15.89 22.32 0.2 80 16 9.5 20.65 17 9.5 5.6 15.95 22.37 0.2 92 18 9.5 16.99 19 9.5 5.6 16.03 22.42 0.2 88 20 9.5 5.6 17.48 23.41 0.2 70 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 6 Tahoma Terra Storage Building "A" RA #1 Date 4/11/2024 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 5.60 101.67 1.5 6.000 120 14.603 to 0.0 2 9.5 101.67 1.728 6.000 0.2318 1.391 Vel = 13.91 2 9.5 5.60 22.39 1.5 T 11.29 3.000 120 15.994 to 11.290 0.0 3 9.5 124.06 1.728 14.290 0.3351 4.788 Vel = 16.97 3 9.5 123.65 3 10.000 120 20.782 to 0.0 4 9.500 247.71 3.334 10.000 0.0490 0.490 Vel = 9.10 4 9.500 68.20 3 X 19.489 123.520 120 21.272 to 19.489 0.0 5 9.5 315.91 3.334 143.009 0.0769 10.999 Vel = 11.61 5 9.5 0.0 4 2V 18.954 23.850 120 32.271 to 18.954 0.0 TOR 9.500 315.91 4.31 42.804 0.0220 0.943 Vel = 6.95 TOR 9.500 0.0 4 V 9.477 9.500 120 33.214 to Zdi 0.0 9.477 9.227 * * Fixed Loss = 5.546 BOR 1 315.91 4.31 18.977 0.0220 0.418 Vel = 6.95 BOR 1 0.0 4 2E 29.067 17.000 140 42.859 to G 2.907 61.041 0.433 TEST 0 315.91 4.1 T 29.067 78.041 0.0211 1.649 Vel = 7.68 250.00 Qa = 250.00 TEST 565.91 44.941 K Factor = 84.42 6 9.5 5.60 19.80 1.5 7.000 120 12.502 to 0.0 7 9.5 19.8 1.728 7.000 0.0111 0.078 Vel = 2.71 7 9.5 5.60 19.86 1.5 7.500 120 12.580 to 0.0 8 9.5 39.66 1.728 7.500 0.0407 0.305 Vel = 5.43 8 9.5 5.60 20.10 1.5 6.000 120 12.885 to 0.0 9 9.5 59.76 1.728 6.000 0.0868 0.521 Vel = 8.18 9 9.5 5.60 20.51 1.5 8.000 120 13.406 to 0.0 1 9.5 80.27 1.728 8.000 0.1496 1.197 Vel = 10.98 0.0 1 80.27 14.603 K Factor = 21.01 10 9.5 5.60 19.73 1.5 7.000 120 12.418 to 0.0 11 9.5 19.73 1.728 7.000 0.0111 0.078 Vel = 2.70 11 9.5 5.60 19.80 1.5 7.500 120 12.496 to 0.0 12 9.5 39.53 1.728 7.500 0.0404 0.303 Vel = 5.41 12 9.5 5.60 20.03 1.5 6.000 120 12.799 to 0.0 13 9.5 59.56 1.728 6.000 0.0862 0.517 Vel = 8.15 13 9.5 5.60 20.44 1.5 8.000 120 13.316 to 0.0 14 9.5 80.0 1.728 8.000 0.1488 1.190 Vel = 10.94 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 7 Tahoma Terra Storage Building "A" RA #1 Date 4/11/2024 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 14 9.5 5.60 21.33 1.5 6.000 120 14.506 to 0.0 15 9.5 101.33 1.728 6.000 0.2303 1.382 Vel = 13.86 15 9.5 5.60 22.32 1.5 T 11.29 3.000 120 15.888 to 11.290 0.0 16 9.5 123.65 1.728 14.290 0.3330 4.758 Vel = 16.92 16 9.5 0.0 3 10.000 120 20.646 to 0.0 3 9.5 123.65 3.334 10.000 0.0136 0.136 Vel = 4.54 0.0 3 123.65 20.782 K Factor = 27.12 17 9.5 5.60 22.37 1 T 5.0 1.500 120 15.952 to 5.000 0.0 18 9.5 22.37 1.049 6.500 0.1600 1.040 Vel = 8.30 18 9.5 -44.79 1 T 5.0 1.000 120 16.992 to 5.000 0.0 19 9.5 -22.42 1.049 6.000 -0.1608 -0.965 Vel = 8.32 5.60 Qa = 5.60 19 -16.82 16.027 K Factor = -4.20 18 9.5 44.79 1.5 9.500 120 16.992 to 0.0 20 9.5 44.79 1.728 9.500 0.0508 0.483 Vel = 6.13 20 9.5 5.60 23.40 1.5 T 11.29 23.000 120 17.475 to 11.290 0.0 4 9.500 68.19 1.728 34.290 0.1107 3.797 Vel = 9.33 0.0 4 68.19 21.272 K Factor = 14.78 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc. 2709 Jahn Ave NW Suite H2 Gig Harbor, WA 98335 (253)853-7780 Job Name : Tahoma Terra Storage Bldg A RA#2 ATTIC VOID Drawing : FP2.0 Location : Tahoma BLVD, Yelm WA Remote Area : 2 Contract : 24-012CM Data File : Tahoma Terra Storage Bldg A FP Area 2.WXF Date/Time : 05/01/2024 - 11:50 AM Computer Programs by Hydratec Inc. Revision: 50.5520.727 05/10/2024 Sprinx Fire Protection, Inc.Page 1 Tahoma Terra Storage Bldg A RA#2 ATTIC VOID Date 4/11/2024 HYDRAULIC CALCULATIONS for JOB NAME Tahoma Terra Storage Building "A" RA #2 Location Tahoma BLVD, Yelm WA Drawing #FP2.0 Contract #24-012CM Date 4/11/2024 DESIGN Remote area #2 Remote area location OFFICE ATTIC VOID SPACE Occupancy classification LIGHT HAZARD ATTIC Density .10 - Gpm/SqFt Area of application SPECIFIC APP - SqFt Coverage/sprinkler 250 - SqFt Type of sprinkler calculated TYCO ATTIC SPRINKLER BB1 TY3181 # Sprinklers calculated 5 In-rack demand 0 - GPM Hose streams 100 - GPM Total water required (including hose streams)225.365 - GPM @ 44.785 - 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: SPECIFIC APPLICATION SPRINKLER DESIGN text1(35) - invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 2 Tahoma Terra Storage Bldg A RA#2 ATTIC VOID Date 4/11/2024 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 : 10.104 D2 - System Flow : 125.365 D2 - System Pressure : 44.785 Hose ( Demand ) : 100 D3 - System Demand : 225.365 Safety Margin : 10.120 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 A RA#2 ATTIC VOID Date 4/11/2024 25 SP01¬EQ01 25 75.2 125.4 125.4 125.4 21 ¬22 ¬23 ¬24 ¬25 ¬UP1¬26 ¬5 ¬TOR¬BOR¬TEST 50.1-125.4 125.4 125.4 125.4 |75.2 25.1 | 27 ¬28 ¬24 50.2 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 4 Tahoma Terra Storage Bldg A RA#2 ATTIC VOID Date 4/11/2024 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 A RA#2 ATTIC VOID Date 4/11/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 55.0 42 3227.0 54.905 225.36 44.785 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes SP01 29.33 5.6 20.0 25.04 0.1 250 EQ01 23.33 23.38 21 23.33 5.18 23.38 25.04 K=K @ EQ01 22 23.33 5.18 23.43 25.07 K=K @ EQ01 23 23.33 5.18 23.47 25.09 K=K @ EQ01 24 23.33 23.48 25 23.33 24.63 UP1 23.33 26.0 26 9.5 35.39 5 9.5 37.26 TOR 9.5 37.43 BOR 1.0 44.05 TEST 0.0 44.78 100.0 27 23.33 5.18 23.44 25.08 K=K @ EQ01 28 23.33 5.18 23.45 25.08 K=K @ EQ01 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 6 Tahoma Terra Storage Bldg A RA#2 ATTIC VOID Date 4/11/2024 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 SP01 29.330 5.60 25.04 1.25 E 3.0 6.000 120 20.000 to T 6.0 9.000 2.599 EQ01 23.330 25.04 1.38 15.000 0.0519 0.778 Vel = 5.37 0.0 EQ01 25.04 23.377 K Factor = 5.18 21 23.330 5.18 25.04 2.5 2V 13.415 11.710 120 23.377 K = K @ EQ01 to 13.415 0.0 22 23.33 25.04 2.705 25.125 0.0020 0.049 Vel = 1.40 22 23.33 5.18 25.07 2.5 6.000 120 23.426 K = K @ EQ01 to 0.0 23 23.33 50.11 2.705 6.000 0.0070 0.042 Vel = 2.80 23 23.33 5.18 25.10 2.5 1.000 120 23.468 K = K @ EQ01 to 0.0 24 23.33 75.21 2.705 1.000 0.0150 0.015 Vel = 4.20 24 23.33 50.15 2.5 X 16.846 13.000 120 23.483 to 16.846 0.0 25 23.33 125.36 2.705 29.846 0.0385 1.150 Vel = 7.00 25 23.33 0.0 2.5 3V 20.122 15.460 120 24.633 to 20.122 0.0 UP1 23.33 125.36 2.705 35.582 0.0385 1.370 Vel = 7.00 UP1 23.33 0.0 2.5 2V 13.415 41.190 120 26.003 to 2X 33.692 47.107 5.990 26 9.5 125.36 2.705 88.297 0.0385 3.401 Vel = 7.00 26 9.5 0.0 3 4X 77.958 48.950 120 35.394 to V 7.496 85.454 0.0 5 9.5 125.36 3.334 134.404 0.0139 1.870 Vel = 4.61 5 9.5 0.0 4 2V 18.954 23.850 120 37.264 to 18.954 0.0 TOR 9.5 125.36 4.31 42.804 0.0040 0.170 Vel = 2.76 TOR 9.5 0.0 4 V 9.477 9.500 120 37.434 to Zdi 0.0 9.477 6.544 * * Fixed Loss = 2.862 BOR 1 125.36 4.31 18.977 0.0040 0.076 Vel = 2.76 BOR 1 0.0 4 2E 29.067 17.000 140 44.054 to G 2.907 61.041 0.433 TEST 0 125.36 4.1 T 29.067 78.041 0.0038 0.298 Vel = 3.05 100.00 Qa = 100.00 TEST 225.36 44.785 K Factor = 33.68 27 23.33 5.18 25.08 2.5 6.010 120 23.436 K = K @ EQ01 to 0.0 28 23.330 25.08 2.705 6.010 0.0020 0.012 Vel = 1.40 28 23.330 5.18 25.08 2.5 5.000 120 23.448 K = K @ EQ01 to 0.0 24 23.33 50.16 2.705 5.000 0.0070 0.035 Vel = 2.80 0.0 24 50.16 23.483 K Factor = 10.35 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc. 2709 Jahn Ave NW Suite H2 Gig Harbor, WA 98335 (253)853-7780 Job Name : Tahoma Terra Storage Bldg A FP RA#3 OFFICE Drawing : FP2.0 Location : Tahoma BLVD, Yelm WA Remote Area : #3 Contract : 24-012CM Data File : Tahoma Terra Storage Bldg A FP Area 3.WXF Date/Time : 05/01/2024 - 11:51 AM Computer Programs by Hydratec Inc. Revision: 50.5520.727 05/10/2024 Sprinx Fire Protection, Inc.Page 1 Tahoma Terra Storage Bldg A FP RA#3 OFFICE Date 04/11/2024 HYDRAULIC CALCULATIONS for JOB NAME Tahoma Terra Storage Building "A" RA #1 Location Tahoma BLVD, Yelm WA Drawing #FP2.0 Contract #24-012CM Date 4/11/2024 DESIGN Remote area ##3 Remote area location 1ST FLOOR LEASING OFFICE Occupancy classification LIGHT HAZARD OFFICE B OCCUPANCY Density .10 - Gpm/SqFt Area of application 921 - SqFt Coverage/sprinkler 130 - SqFt Type of sprinkler calculated QR PENDENTS K=5.6 # Sprinklers calculated 12 In-rack demand 0 - GPM Hose streams 100 - GPM Total water required (including hose streams)299.014 - GPM @ 27.4852 - 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 40% REDUCTION 10'-0" CEILINGS text1(35) - invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 2 Tahoma Terra Storage Bldg A FP RA#3 OFFICE Date 04/11/2024 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 : 4.656 D2 - System Flow : 199.014 D2 - System Pressure : 27.485 Hose ( Demand ) : 100 D3 - System Demand : 299.014 Safety Margin : 27.355 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 A FP RA#3 OFFICE Date 04/11/2024 14.8 DP02¬EQ02 14.8 DP01¬EQ01 14.8 47.4 83.4 199 199 29 ¬30 ¬31 ¬32 ¬33 ¬26 ¬5 ¬TOR¬BOR¬TEST 29.9 47.4 199 199 15 34 ¬30 - |29.9 17.6| 35 ¬31 14.9 47.5 115.6 36 ¬37 ¬38 ¬39 ¬40 ¬26 30.1 47.5| | |68.1|115.6 16 32.4 ¯68.1¯ 41 ¬42 ¬43 ¬44 ¬45 ¬40 32.4 50.5 17.6 46 ¬47 ¬45 17.6 17.7 36 48 ¬49 ¬50 ¬51 ¬33 36 36 18.1 18.1 52 ¬53 ¬54 ¬44 18.1 Flow Diagram Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 4 Tahoma Terra Storage Bldg A FP RA#3 OFFICE Date 04/11/2024 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 A FP RA#3 OFFICE Date 04/11/2024 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 55.0 42 3227.0 54.841 299.01 27.485 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes DP02 9.75 5.6 7.0 14.82 0.1 130 EQ02 10.75 7.02 DP01 9.75 5.6 7.0 14.82 0.1 130 EQ01 10.75 6.79 29 10.75 5.69 6.79 14.82 K=K @ EQ01 30 10.75 7.46 31 10.75 10.19 32 10.75 11.13 33 9.5 12.9 26 9.5 13.78 5 9.5 18.18 TOR 9.5 18.58 BOR 1.0 26.35 TEST 0.0 27.49 100.0 34 10.75 5.69 7.0 15.04 K=K @ EQ01 35 10.75 5.69 9.57 17.59 K=K @ EQ01 36 10.75 5.69 6.86 14.89 K=K @ EQ01 37 10.75 5.59 7.35 15.16 K=K @ EQ02 38 10.75 5.59 9.77 17.48 K=K @ EQ02 39 10.75 10.55 40 9.5 12.32 41 10.75 5.69 7.93 16.01 K=K @ EQ01 42 10.75 5.59 8.54 16.34 K=K @ EQ02 43 10.75 9.66 44 9.5 12.18 45 9.5 12.22 46 10.75 5.69 9.53 17.55 K=K @ EQ01 47 10.75 11.04 48 10.75 5.69 9.67 17.68 K=K @ EQ01 49 10.75 5.59 10.7 18.3 K=K @ EQ02 50 10.75 11.58 51 9.5 12.86 52 10.75 5.69 10.19 18.15 K=K @ EQ01 53 10.75 10.96 54 9.5 12.18 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 6 Tahoma Terra Storage Bldg A FP RA#3 OFFICE Date 04/11/2024 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 DP02 9.75 5.60 14.82 1 T 5.0 1.000 120 7.000 to 5.000 -0.433 EQ02 10.75 14.82 1.049 6.000 0.0747 0.448 Vel = 5.50 0.0 EQ02 14.82 7.015 K Factor = 5.60 DP01 9.75 5.60 14.82 1 E 2.0 1.000 120 7.000 to 2.000 -0.433 EQ01 10.75 14.82 1.049 3.000 0.0747 0.224 Vel = 5.50 0.0 EQ01 14.82 6.791 K Factor = 5.69 29 10.75 5.69 14.82 1 E 2.0 6.920 120 6.791 K = K @ EQ01 to 2.000 0.0 30 10.75 14.82 1.049 8.920 0.0747 0.666 Vel = 5.50 30 10.75 15.04 1 10.000 120 7.457 to 0.0 31 10.75 29.86 1.049 10.000 0.2731 2.731 Vel = 11.08 31 10.75 17.59 1.25 E 3.0 2.590 120 10.188 to 3.000 0.0 32 10.75 47.45 1.38 5.590 0.1692 0.946 Vel = 10.18 32 10.75 0.0 1.25 T 6.0 1.250 120 11.134 to 6.000 0.541 33 9.5 47.45 1.38 7.250 0.1692 1.227 Vel = 10.18 33 9.5 35.98 2.5 V 6.707 24.840 120 12.902 to X 16.846 23.553 0.0 26 9.5 83.43 2.705 48.393 0.0181 0.877 Vel = 4.66 26 9.5 115.58 3 4X 77.958 48.950 120 13.779 to V 7.496 85.454 0.0 5 9.5 199.01 3.334 134.404 0.0327 4.397 Vel = 7.31 5 9.5 0.0 4 2V 18.954 23.850 120 18.176 to 18.954 0.0 TOR 9.5 199.01 4.31 42.804 0.0094 0.401 Vel = 4.38 TOR 9.5 0.0 4 V 9.477 9.500 120 18.577 to Zdi 0.0 9.477 7.596 * * Fixed Loss = 3.914 BOR 1 199.01 4.31 18.977 0.0094 0.178 Vel = 4.38 BOR 1 0.0 4 2E 29.067 17.000 140 26.351 to G 2.907 61.041 0.433 TEST 0 199.01 4.1 T 29.067 78.041 0.0090 0.701 Vel = 4.84 100.00 Qa = 100.00 TEST 299.01 27.485 K Factor = 57.03 34 10.75 5.69 15.04 1 T 5.0 1.000 120 6.997 K = K @ EQ01 to 5.000 0.0 30 10.75 15.04 1.049 6.000 0.0767 0.460 Vel = 5.58 0.0 30 15.04 7.457 K Factor = 5.51 35 10.75 5.69 17.59 1 T 5.0 1.000 120 9.572 K = K @ EQ01 to 5.000 0.0 31 10.75 17.59 1.049 6.000 0.1027 0.616 Vel = 6.53 0.0 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 7 Tahoma Terra Storage Bldg A FP RA#3 OFFICE Date 04/11/2024 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 31 17.59 10.188 K Factor = 5.51 36 10.75 5.69 14.89 1 6.500 120 6.857 K = K @ EQ01 to 0.0 37 10.75 14.89 1.049 6.500 0.0754 0.490 Vel = 5.53 37 10.75 5.59 15.16 1 8.750 120 7.347 K = K @ EQ02 to 0.0 38 10.75 30.05 1.049 8.750 0.2763 2.418 Vel = 11.16 38 10.75 5.59 17.48 1.25 E 3.0 1.610 120 9.765 K = K @ EQ02 to 3.000 0.0 39 10.75 47.53 1.38 4.610 0.1698 0.783 Vel = 10.20 39 10.75 0.0 1.25 T 6.0 1.250 120 10.548 to 6.000 0.541 40 9.5 47.53 1.38 7.250 0.1698 1.231 Vel = 10.20 40 9.5 68.06 2.5 V 6.707 20.480 120 12.320 to X 16.846 23.553 0.0 26 9.5 115.59 2.705 44.033 0.0331 1.459 Vel = 6.45 0.0 26 115.59 13.779 K Factor = 31.14 41 10.75 5.69 16.01 1 7.000 120 7.933 K = K @ EQ01 to 0.0 42 10.75 16.01 1.049 7.000 0.0863 0.604 Vel = 5.94 42 10.75 5.59 16.35 1 E 2.0 1.550 120 8.537 K = K @ EQ02 to 2.000 0.0 43 10.75 32.36 1.049 3.550 0.3169 1.125 Vel = 12.01 43 10.75 0.0 1 T 5.0 1.250 120 9.662 to 5.000 0.541 44 9.5 32.36 1.049 6.250 0.3170 1.981 Vel = 12.01 44 9.5 18.15 2.5 5.040 120 12.184 to 0.0 45 9.5 50.51 2.705 5.040 0.0071 0.036 Vel = 2.82 45 9.5 17.55 2.5 8.050 120 12.220 to 0.0 40 9.5 68.06 2.705 8.050 0.0124 0.100 Vel = 3.80 0.0 40 68.06 12.320 K Factor = 19.39 46 10.75 5.69 17.55 1 E 2.0 12.770 120 9.530 K = K @ EQ01 to 2.000 0.0 47 10.75 17.55 1.049 14.770 0.1022 1.510 Vel = 6.52 47 10.75 0.0 1 T 5.0 1.250 120 11.040 to 5.000 0.541 45 9.5 17.55 1.049 6.250 0.1022 0.639 Vel = 6.52 0.0 45 17.55 12.220 K Factor = 5.02 48 10.75 5.69 17.68 1 10.000 120 9.669 K = K @ EQ01 to 0.0 49 10.75 17.68 1.049 10.000 0.1035 1.035 Vel = 6.56 49 10.75 5.59 18.30 1.25 E 3.0 5.630 120 10.704 K = K @ EQ02 to 3.000 0.0 50 10.75 35.98 1.38 8.630 0.1015 0.876 Vel = 7.72 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 Sprinx Fire Protection, Inc.Page 8 Tahoma Terra Storage Bldg A FP RA#3 OFFICE Date 04/11/2024 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 50 10.75 0.0 1.25 T 6.0 1.250 120 11.580 to 6.000 0.541 51 9.5 35.98 1.38 7.250 0.1014 0.735 Vel = 7.72 51 9.5 0.0 2.5 11.880 120 12.856 to 0.0 33 9.5 35.98 2.705 11.880 0.0039 0.046 Vel = 2.01 0.0 33 35.98 12.902 K Factor = 10.02 52 10.75 5.69 18.15 1 E 2.0 5.050 120 10.189 K = K @ EQ01 to 2.000 0.0 53 10.75 18.15 1.049 7.050 0.1087 0.766 Vel = 6.74 53 10.75 0.0 1 T 5.0 1.250 120 10.955 to 5.000 0.541 54 9.5 18.15 1.049 6.250 0.1088 0.680 Vel = 6.74 54 9.5 0.0 2.5 7.000 120 12.176 to 0.0 44 9.5 18.15 2.705 7.000 0.0011 0.008 Vel = 1.01 0.0 44 18.15 12.184 K Factor = 5.20 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 FLOW TEST DATA USED FOR CALCULATIONS