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HomeMy WebLinkAboutHYDRAULIC CALCS - 18-00176 - 220 S 2nd W - Arbor Cove - Bldg (C) #2 - 32 Units - New Dormitory Housing Project Name : ARBOR COVE Drawing No. : 18-233 Project Location: SOUTH 2ND WEST City: REXBURG, IDAHO 83446 CALCULATION SUMMARY Design Areas Design Area Name Min. Density Area of Application Occupancy Calculated Heads Min. Pressure Hose Streams Total Water Pressure @ Source Margin To Source (gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi) Min. Flow (gpm) Calc. Mode (Model) 2 LIGHT 1600 261.8 Required 76.9 0.1 40 4 100 325Demand (HW) 3 LIGHT 690 169.7 Required 65.4 0.1 23 3 100 14.516.9Demand (HW) 4 LIGHT 1024 204 Required 45.9 0.1 25.6 4 100 3411.3Demand (HW) Date 9/5/2018 Page 1 Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 2 4TH FLOOR LIGHT 0.1 1600 400 4 0 100 261.8 76.9 Wet 293.9 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 08/07/2018 ON SITE SRC CALCED PER NFPA 13 2016 11.3.1.1 4 ADJACENT SPRINKLERS Project Name : ARBOR COVE Contract No. : 18-233 Project Location: SOUTH 2ND WEST City: REXBURG, IDAHO 83446 Date: 8/18/2018 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT ROAD Phone Number: 208 412 9364 Name of Designer: DON WELAND Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: don@phoenixfp.com Job Information Contractor Information Notes Date 9/5/2018 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/5/2018 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 80 1250 77 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 77 1250 79.9 261.8 76.9 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 161.8 0 0 161.8 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 76.9 161.8 N/A Sprinklers Other Date 9/5/2018 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 2 Date 9/5/2018 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1250S2 77Supply point #2 - Residual 0D1 19.5Elevation Pressure 161.8D2 76.9System Demand 261.8D3 76.9System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 166.5Supply79.9 3 261.8 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S201 8 0.1 40 25 0.101 25.440.3400Overhead Sprinkler S202 8 0.1 40 25 0.1 2540400Overhead Sprinkler S203 8 0.1 40 25 0.102 25.840.6400Overhead Sprinkler S204 8 0.1 40 25 0.102 26.140.9400Overhead Sprinkler Date 9/5/2018 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 0001 40 Node NODE 27.4 -19.5 0003 30.25 Node NODE 32.9 -15.3 0028 30.25 Node NODE 39 -15.3 0038 30.25 Node NODE 39.1 -15.3 0039 30.25 Node NODE 39.4 -15.3 0040 30.25 Node NODE 39.7 -15.3 0042 30.25 Node NODE 41.4 -15.3 0043 30.25 Node NODE 41.1 -15.3 0045 30.25 Node NODE 41 -15.3 0073 30.25 Node NODE 35.6 -15.3 0094 30.25 Node NODE 35.5 -15.3 0095 30.25 Node NODE 35.1 -15.3 0097 30.25 Node NODE 34.3 -15.3 0099 30.25 Node NODE 34.1 -15.3 0114 30.25 Node NODE 33 -15.3 0129 40 Node NODE 26.3 -19.5 0139 30.25 Node NODE 33.3 -15.3 0142 30.25 Node NODE 33.3 -15.3 0200 40 Node NODE 27.1 -19.5 0203 40 Node NODE 26.7 -19.5 0209 30.25 Node NODE 35.8 -15.3 0254 30.25 Node NODE 35.8 -15.3 0257 40.75 Node NODE 31.7 -19.8 0282 40.75 Node NODE 34.6 -19.8 0283 30.58 Node NODE 39 -15.4 Date 9/5/2018 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 0284 30.25 Node NODE 39.2 -15.3 0462-I 28.76 Node NODE 44.8 -14.6 0462-O 29.32 Node NODE 44.6 -14.9 0463-I 27.42 Node NODE 48.2 -14 0463-O 27.98 Node NODE 45.5 -14.3 0464-I 26.39 Node NODE 49 -13.6 0464-O 26.53 Node NODE 48.9 -13.7 SRC -5 Supply SUPPLY -161.8 76.9 0 0677 8.5 Node NODE 66.8 -5.8 0702-I 1.76 Node NODE 73.8 -2.9 0702-O 4.19 Node NODE 69.1 -4 0703 1 Node NODE 74.2 -2.6 S201 40 Overhead Sprinkler HEAD 8 Open 40.3 0.3 400 0.101 25.4 -19.5 25 40 S202 40 Overhead Sprinkler HEAD 8 Open 40 0 400 0.1 25 -19.5 25 40 S203 40 Overhead Sprinkler HEAD 8 Open 40.6 0.6 400 0.102 25.8 -19.5 25 40 S204 40 Overhead Sprinkler HEAD 8 Open 40.9 0.9 400 0.102 26.1 -19.5 25 40 Date 9/5/2018 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S202 0129 40 40 8 40 40 1 1.101 1x(BM.90)=5 0.15 5 5.15 150 0.2446 25 0 1.3 0129 0114 40 30.25 0 40 1.25 1.394 1x(BM.Tee-Br)=6 2x(BM.90)=12 14.14 18 32.14 150 0.0775 26.3 4.2 2.5 0114 0099 30.25 30.25 6.1 46.1 1.5 1.598 2x(BM.Tee-Run)=2 1x(BM.Tee-Br)=8 10.9 10 20.9 150 0.0518 33 0 1.1 0099 0097 30.25 30.25 0 46.1 2 2.003 2x(BM.Tee-Run)=2 9.89 2 11.89 150 0.0172 34.1 0 0.2 0097 0095 30.25 30.25 47.7 93.7 2 2.003 2x(BM.Tee-Run)=2 11.56 2 13.56 150 0.0642 34.3 0 0.9 0095 0094 30.25 30.25 -34.6 59.2 2 2.003 1x(BM.Tee-Run)=1 12.52 1 13.52 150 0.0274 35.1 0 0.4 0094 0073 30.25 30.25 -29.5 29.7 2 2.003 1x(BM.Tee-Br)=10 8.92 10 18.92 150 0.0076 35.5 0 0.1 0073 0045 30.25 30.25 0 29.7 1.5 1.598 27x(BM.Tee-Run)=27 1x(BM.90)=8 199.7 35 234.7 150 0.0229 35.6 0 5.4 0045 0043 30.25 30.25 0 29.7 2 2.003 2x(BM.Tee-Run)=2 8.92 2 10.92 150 0.0076 41 0 0.1 0043 0042 30.25 30.25 29.5 59.2 2 2.003 1x(BM.Tee-Br)=10 0.58 10 10.58 150 0.0274 41.1 0 0.3 0042 0462-O 30.25 29.32 102.7 161.8 2 2.003 1x(coupling)=1.3 1x(BM.Tee-Run)=1 1x(BM.90)=10 3.33 12.3 15.63 150 0.1766 41.4 0.4 2.8 0462-O 0462-I 29.32 28.76 0 161.8 2 0 0.56 0 0.56 0 0.0076 44.6 0.2 0 RISER MANIFOLD *** 0462-I 0463-O 28.76 27.98 0 161.8 2 2.003 1x(coupling)=1.3 0.78 1.3 2.08 150 0.1766 44.8 0.3 0.4 0463-O 0463-I 27.98 27.42 0 161.8 2 0 0.56 0 0.56 0 4.3168 45.5 0.2 2.4 CV-1 FR Check *** 0463-I 0464-O 27.42 26.53 0 161.8 2 2.003 1x(coupling)=1.3 0.82 1.3 2.11 150 0.1766 48.2 0.4 0.4 0464-O 0464-I 26.53 26.39 0 161.8 2 0 0.14 0 0.14 0 0.0472 48.9 0.1 0 butterfly *** Date 9/5/2018 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 0464-I 0677 26.39 8.5 0 161.8 2 2.003 2x(us.Tee-Br)=25.91 1x(BM.Tee-Run)=1 1x(BM.90)=10 19.96 36.91 56.87 150 0.1766 49 7.8 10 0677 0702-O 8.5 4.19 0 161.8 4 4.26 1x(coupling)=1.32 2x(us.90)=26.33 1x(us.Tee-Br)=26.33 10.25 53.98 64.24 120 0.0068 66.8 1.9 0.4 0702-O 0702-I 4.19 1.76 0 161.8 4 0 2.43 0 2.43 0 1.5093 69.1 1.1 3.7 AmesC200V *** 0702-I 0703 1.76 1 0 161.8 4 4.26 1x(coupling)=1.32 0.76 1.32 2.08 120 0.0068 73.8 0.3 0.0 0703 SRC 1 -5 0 161.8 6 6.08 2x(us.90)=42.79 98.17 42.79 140.96 150 0.0008 74.2 2.6 0.1 SRC 76.9 2Path No: S201 0203 40 40 8 40.3 40.3 1 1.101 1x(BM.90)=5 0.19 5 5.19 150 0.2483 25.4 0 1.3 0203 0139 40 30.25 0 40.3 1.25 1.394 1x(BM.Tee-Br)=6 2x(BM.90)=12 12.83 18 30.83 150 0.0787 26.7 4.2 2.4 0139 0097 30.25 30.25 7.3 47.7 1.5 1.598 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=8 7.64 9 16.64 150 0.0552 33.3 0 0.9 0097 34.3 3Path No: S203 0200 40 40 8 40.6 40.6 1 1.101 1x(BM.90)=5 0.2 5 5.2 150 0.2519 25.8 0 1.3 0200 0142 40 30.25 0 40.6 1.25 1.394 1x(BM.Tee-Br)=6 1x(BM.90)=6 12.65 12 24.65 150 0.0798 27.1 4.2 2 0142 0038 30.25 30.25 -7.3 33.3 1.5 1.598 24x(BM.Tee-Run)=24 1x(BM.Tee-Br)=8 172.84 32 204.84 150 0.0284 33.3 0 5.8 0038 0039 30.25 30.25 34.8 68.1 2 2.003 1x(BM.Tee-Run)=1 6.64 1 7.64 150 0.0356 39.1 0 0.3 0039 0040 30.25 30.25 8.1 76.3 2 2.003 1x(BM.Tee-Run)=1 4.93 1 5.93 150 0.0438 39.4 0 0.3 0040 0042 30.25 30.25 26.4 102.7 2 2.003 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=10 11.95 11 22.95 150 0.076 39.7 0 1.7 0042 41.4 Date 9/5/2018 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 4Path No: S204 0001 40 40 8 40.9 40.9 1 1.101 1x(BM.Tee-Br)=5 0.2 5 5.2 150 0.2548 26.1 0 1.3 0001 0003 40 30.25 0 40.9 1.25 1.394 1x(BM.Tee-Br)=6 9.75 6 15.75 150 0.0807 27.4 4.2 1.3 0003 0028 30.25 30.25 -6.1 34.8 1.5 1.598 24x(BM.Tee-Run)=24 1x(BM.Tee-Br)=8 164.01 32 196.01 150 0.0308 32.9 0 6 0028 0038 30.25 30.25 0 34.8 2 2.003 3x(BM.Tee-Run)=3 9.89 3 12.89 150 0.0103 39 0 0.1 0038 39.1 5Path No: 0095 0209 30.25 30.25 0 34.6 1.5 1.598 2x(BM.Tee-Run)=2 1x(BM.Tee-Br)=8 10.87 10 20.87 150 0.0304 35.1 0 0.6 0209 0040 30.25 30.25 -8.1 26.4 1.5 1.598 13x(BM.Tee-Run)=13 1x(BM.Tee-Br)=8 188.83 21 209.83 150 0.0185 35.8 0 3.9 0040 39.7 6Path No: 0094 0043 30.25 30.25 0 29.5 1.5 1.598 31x(BM.Tee-Run)=31 2x(BM.Tee-Br)=16 199.7 47 246.7 150 0.0227 35.5 0 5.6 0043 41.1 7Path No: 0142 0139 30.25 30.25 0 7.3 1.5 1.598 3x(BM.Tee-Run)=3 19.22 3 22.22 150 0.0017 33.3 0 0.0 0139 33.3 8Path No: 0003 0114 30.25 30.25 0 6.1 1.5 1.598 4x(BM.Tee-Run)=4 24.79 4 28.79 150 0.0012 32.9 0 0.0 0114 33 Date 9/5/2018 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 9Path No: 0209 0254 30.25 30.25 0 8.1 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 1x(us.90)=4.76 5.44 11.76 17.2 150 0.0041 35.8 0 0.1 0254 0257 30.25 40.75 0 8.1 1 1.049 1x(us.Tee-Br)=5 10.5 5 15.5 120 0.0245 35.8 -4.5 0.4 0257 0282 40.75 40.75 0 8.1 1 1.101 14x(BM.Tee-Run)=14 3x(BM.Tee-Br)=15 196.73 29 225.73 150 0.0128 31.7 0 2.9 0282 0283 40.75 30.58 0 8.1 1.25 1.394 10.17 0 10.17 150 0.0041 34.6 4.4 0.0 0283 0284 30.58 30.25 0 8.1 1 1.049 1x(us.90)=2 0.33 2 2.33 120 0.0245 39 0.1 0.1 0284 0039 30.25 30.25 0 8.1 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 1x(BM.90)=5 3.46 11 14.46 150 0.0128 39.2 0 0.2 0039 39.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 16.48 ft/s occurs in the following pipe(s): (0462-O-0042), (0463-O-0462-I), (0464-O-0463-I), (0677-0464-I) Date 9/5/2018 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 3 4TH CORRIDOR LIGHT 0.1 690 230 3 0 100 169.7 65.4 Wet 290.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 08/07/2018 ON SITE SRC CALCED PER NFPA 13 2016 11.2.3.3.6 75 LINEAR FOOT FOR EC HEADS Project Name : ARBOR COVE Contract No. : 18-233 Project Location: SOUTH 2ND WEST City: REXBURG, IDAHO 83446 Date: 8/18/2018 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT ROAD Phone Number: 208 412 9364 Name of Designer: DON WELAND Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: don@phoenixfp.com Job Information Contractor Information Notes Date 9/5/2018 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/5/2018 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 3 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 80 1250 77 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 77 1250 80 169.7 65.4 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 69.7 0 0 69.7 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 65.4 69.7 N/A Sprinklers Other Date 9/5/2018 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 3 Date 9/5/2018 Page 19 Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1250S2 77Supply point #2 - Residual 0D1 19Elevation Pressure 69.7D2 65.4System Demand 169.7D3 65.4System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 80.7Supply80 14.5 169.7 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S301 5.6 0.1 23 16.9 0.103 17.823.6230Overhead Sprinkler S302 5.6 0.1 23 16.9 0.1 16.923230Overhead Sprinkler S303 5.6 0.1 23 16.9 0.1 16.923230Overhead Sprinkler Date 9/5/2018 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 0028 30.25 Node NODE 38.2 -15.3 0038 30.25 Node NODE 38.2 -15.3 0039 30.25 Node NODE 38.2 -15.3 0040 30.25 Node NODE 38.3 -15.3 0042 30.25 Node NODE 38.8 -15.3 0043 30.25 Node NODE 38.7 -15.3 0045 30.25 Node NODE 38.7 -15.3 0073 30.25 Node NODE 37.9 -15.3 0094 30.25 Node NODE 37.9 -15.3 0095 30.25 Node NODE 37.9 -15.3 0097 30.25 Node NODE 37.9 -15.3 0099 30.25 Node NODE 37.9 -15.3 0209 30.25 Node NODE 37.3 -15.3 0254 30.25 Node NODE 36.1 -15.3 0257 40.75 Node NODE 23.9 -19.8 0259 40.75 Node NODE 18.8 -19.8 0262 40.75 Node NODE 16.6 -19.8 0264 40.75 Node NODE 16.7 -19.8 0282 40.75 Node NODE 31.7 -19.8 0283 30.58 Node NODE 36.4 -15.4 0284 30.25 Node NODE 36.9 -15.3 0462-I 28.76 Node NODE 40 -14.6 0462-O 29.32 Node NODE 39.7 -14.9 0463-I 27.42 Node NODE 41.6 -14 0463-O 27.98 Node NODE 40.4 -14.3 Date 9/5/2018 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 0464-I 26.39 Node NODE 42.1 -13.6 0464-O 26.53 Node NODE 42.1 -13.7 SRC -5 Supply SUPPLY -69.7 65.4 0 0677 8.5 Node NODE 52 -5.8 0702-I 1.76 Node NODE 62.5 -2.9 0702-O 4.19 Node NODE 54 -4 0703 1 Node NODE 62.8 -2.6 S301 38.75 Overhead Sprinkler HEAD 5.6 Open 23.6 0.6 230 0.103 17.8 -19 16.9 23 S302 38.75 Overhead Sprinkler HEAD 5.6 Open 23 0.0 230 0.1 16.9 -19 16.9 23 S303 38.75 Overhead Sprinkler HEAD 5.6 Open 23 0.0 230 0.1 16.9 -19 16.9 23 Date 9/5/2018 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S302 0262 38.75 40.75 5.6 23 23 1 1.101 1x(BM.Tee-Br)=5 2 5 7 150 0.0879 16.9 -0.9 0.6 0262 0259 40.75 40.75 -0.5 22.5 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 19.46 6 25.46 150 0.0843 16.6 0 2.1 0259 0257 40.75 40.75 23.6 46.1 1 1.101 1x(BM.Tee-Run)=1 1x(us.Tee-Br)=9.56 5.44 10.56 15.99 150 0.3184 18.8 0 5.1 0257 0254 40.75 30.25 0 46.1 1 1.049 1x(us.90)=2 10.5 2 12.5 120 0.6091 23.9 4.5 7.6 0254 0209 30.25 30.25 0 46.1 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 5.44 7 12.44 150 0.1009 36.1 0 1.3 0209 0095 30.25 30.25 -12.7 33.4 1.5 1.598 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=8 10.87 9 19.87 150 0.0285 37.3 0 0.6 0095 0094 30.25 30.25 -12.9 20.5 2 2.003 1x(BM.Tee-Run)=1 12.52 1 13.52 150 0.0039 37.9 0 0.1 0094 0073 30.25 30.25 -10.2 10.3 2 2.003 1x(BM.Tee-Br)=10 8.92 10 18.92 150 0.0011 37.9 0 0.0 0073 0045 30.25 30.25 0 10.3 1.5 1.598 27x(BM.Tee-Run)=27 1x(BM.90)=8 199.7 35 234.7 150 0.0032 37.9 0 0.8 0045 0043 30.25 30.25 0 10.3 2 2.003 2x(BM.Tee-Run)=2 8.92 2 10.92 150 0.0011 38.7 0 0.0 0043 0042 30.25 30.25 10.2 20.5 2 2.003 1x(BM.Tee-Br)=10 0.58 10 10.58 150 0.0039 38.7 0 0.0 0042 0462-O 30.25 29.32 49.1 69.7 2 2.003 1x(coupling)=1.3 1x(BM.Tee-Run)=1 1x(BM.90)=10 3.33 12.3 15.63 150 0.0371 38.8 0.4 0.6 0462-O 0462-I 29.32 28.76 0 69.7 2 0 0.56 0 0.56 0 0.0023 39.7 0.2 0 RISER MANIFOLD *** 0462-I 0463-O 28.76 27.98 0 69.7 2 2.003 1x(coupling)=1.3 0.78 1.3 2.08 150 0.0371 40 0.3 0.1 0463-O 0463-I 27.98 27.42 0 69.7 2 0 0.56 0 0.56 0 1.7227 40.4 0.2 1 CV-1 FR Check *** 0463-I 0464-O 27.42 26.53 0 69.7 2 2.003 1x(coupling)=1.3 0.82 1.3 2.11 150 0.0371 41.6 0.4 0.1 Date 9/5/2018 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 0464-O 0464-I 26.53 26.39 0 69.7 2 0 0.14 0 0.14 0 0.0141 42.1 0.1 0 butterfly *** 0464-I 0677 26.39 8.5 0 69.7 2 2.003 2x(us.Tee-Br)=25.91 1x(BM.Tee-Run)=1 1x(BM.90)=10 19.96 36.91 56.87 150 0.0371 42.1 7.8 2.1 0677 0702-O 8.5 4.19 0 69.7 4 4.26 1x(coupling)=1.32 2x(us.90)=26.33 1x(us.Tee-Br)=26.33 10.25 53.98 64.24 120 0.0014 52 1.9 0.1 0702-O 0702-I 4.19 1.76 0 69.7 4 0 2.43 0 2.43 0 3.0786 54 1.1 7.5 AmesC200V *** 0702-I 0703 1.76 1 0 69.7 4 4.26 1x(coupling)=1.32 0.76 1.32 2.08 120 0.0014 62.5 0.3 0 0703 SRC 1 -5 0 69.7 6 6.08 2x(us.90)=42.79 98.17 42.79 140.96 150 0.0002 62.8 2.6 0.0 SRC 65.4 2Path No: S303 0264 38.75 40.75 5.6 23 23 1 1.101 1x(BM.Tee-Br)=5 2 5 7 150 0.0879 16.9 -0.9 0.6 0264 0282 40.75 40.75 0.5 23.5 1 1.101 10x(BM.Tee-Run)=10 2x(BM.Tee-Br)=10 143.84 20 163.84 150 0.0916 16.7 0 15 0282 0283 40.75 30.58 0 23.5 1.25 1.394 10.17 0 10.17 150 0.029 31.7 4.4 0.3 0283 0284 30.58 30.25 0 23.5 1 1.049 1x(us.90)=2 0.33 2 2.33 120 0.1753 36.4 0.1 0.4 0284 0039 30.25 30.25 0 23.5 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 1x(BM.90)=5 3.46 11 14.46 150 0.0916 36.9 0 1.3 0039 0040 30.25 30.25 12.9 36.4 2 2.003 1x(BM.Tee-Run)=1 4.93 1 5.93 150 0.0112 38.2 0 0.1 0040 0042 30.25 30.25 12.7 49.1 2 2.003 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=10 11.95 11 22.95 150 0.0194 38.3 0 0.4 0042 38.8 3Path No: S301 0259 38.75 40.75 5.6 23.6 23.6 1 1.101 2x(BM.Tee-Br)=10 10.54 10 20.54 150 0.0921 17.8 -0.9 1.9 0259 18.8 Date 9/5/2018 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 4Path No: 0262 0264 40.75 40.75 0 0.5 1 1.101 1x(BM.Tee-Run)=1 28 1 29 150 0.0001 16.6 0 0 0264 16.7 5Path No: 0209 0040 30.25 30.25 0 12.7 1.5 1.598 13x(BM.Tee-Run)=13 1x(BM.Tee-Br)=8 188.83 21 209.83 150 0.0048 37.3 0 1 0040 38.3 6Path No: 0095 0097 30.25 30.25 0 12.9 2 2.003 2x(BM.Tee-Run)=2 11.56 2 13.56 150 0.0016 37.9 0 0.0 0097 0038 30.25 30.25 -6.4 6.5 1.5 1.598 29x(BM.Tee-Run)=29 2x(BM.Tee-Br)=16 199.7 45 244.7 150 0.0014 37.9 0 0.3 0038 0039 30.25 30.25 6.4 12.9 2 2.003 1x(BM.Tee-Run)=1 6.64 1 7.64 150 0.0016 38.2 0 0.0 0039 38.2 7Path No: 0094 0043 30.25 30.25 0 10.2 1.5 1.598 31x(BM.Tee-Run)=31 2x(BM.Tee-Br)=16 199.7 47 246.7 150 0.0032 37.9 0 0.8 0043 38.7 8Path No: 0097 0099 30.25 30.25 0 6.4 2 2.003 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=10 9.89 11 20.89 150 0.0004 37.9 0 0 0099 0028 30.25 30.25 0 6.4 1.5 1.598 31x(BM.Tee-Run)=31 1x(BM.Tee-Br)=8 199.7 39 238.7 150 0.0013 37.9 0 0.3 0028 0038 30.25 30.25 0 6.4 2 2.003 3x(BM.Tee-Run)=3 9.89 3 12.89 150 0.0004 38.2 0 0 0038 38.2 Date 9/5/2018 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 17.12 ft/s occurs in the following pipe(s): (0254-0257) Date 9/5/2018 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 4 3RD FLOOR LIGHT 0.1 1024 256 4 0 100 204 45.9 Wet 290.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 08/07/2018 ON SITE SRC CALCED PER NFPA 13 2016 11.3.1.1 4 ADJACENT SPRINKLERS Project Name : ARBOR COVE Contract No. : 18-233 Project Location: SOUTH 2ND WEST City: REXBURG, IDAHO 83446 Date: 8/18/2018 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT ROAD Phone Number: 208 412 9364 Name of Designer: DON WELAND Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: don@phoenixfp.com Job Information Contractor Information Notes Date 9/5/2018 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Diagram for Design Area : 4 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/5/2018 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 4 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 80 1250 77 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 77 1250 80 204 45.9 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 104 0 0 104 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 45.9 104 N/A Sprinklers Other Date 9/5/2018 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 4 Date 9/5/2018 Page 33 Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 4 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1250S2 77Supply point #2 - Residual 0D1 14.9Elevation Pressure 104D2 45.9System Demand 204D3 45.9System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 155.4Supply79.9 34 204 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S401 7.6 0.1 25.6 11.3 0.1 11.325.6256Overhead Sprinkler S402 7.6 0.1 25.6 11.3 0.1 11.325.6256Overhead Sprinkler S403 7.6 0.1 25.6 11.3 0.101 11.525.8256Overhead Sprinkler S404 7.6 0.1 25.6 11.3 0.105 12.627256Overhead Sprinkler Date 9/5/2018 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm S402 29.5 Overhead Sprinkler HEAD 7.6 Open 25.6 0 256 0.1 11.3 -14.9 11.3 25.6 S401 29.5 Overhead Sprinkler HEAD 7.6 Open 25.6 0 256 0.1 11.3 -14.9 11.3 25.6 S403 29.5 Overhead Sprinkler HEAD 7.6 Open 25.8 0.2 256 0.101 11.5 -14.9 11.3 25.6 S404 29.5 Overhead Sprinkler HEAD 7.6 Open 27 1.4 256 0.105 12.6 -14.9 11.3 25.6 0257 40.75 Node NODE 9.3 -19.8 0282 40.75 Node NODE 10.6 -19.8 0141 30.25 Node NODE 11.6 -15.3 0143 30.25 Node NODE 11.6 -15.3 0140 30.25 Node NODE 11.8 -15.3 0116 30.25 Node NODE 13 -15.3 0099 30.25 Node NODE 13 -15.3 0097 30.25 Node NODE 13 -15.3 0095 30.25 Node NODE 13.4 -15.3 0094 30.25 Node NODE 13.6 -15.3 0073 30.25 Node NODE 13.6 -15.3 0209 30.25 Node NODE 13.7 -15.3 0254 30.25 Node NODE 13.7 -15.3 0283 30.58 Node NODE 15 -15.4 0028 30.25 Node NODE 15.1 -15.3 0038 30.25 Node NODE 15.1 -15.3 0284 30.25 Node NODE 15.2 -15.3 0039 30.25 Node NODE 15.2 -15.3 0040 30.25 Node NODE 15.4 -15.3 0045 30.25 Node NODE 16 -15.3 0043 30.25 Node NODE 16 -15.3 Date 9/5/2018 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 0042 30.25 Node NODE 16.1 -15.3 0462-O 29.32 Node NODE 17.8 -14.9 0462-I 28.76 Node NODE 18 -14.6 0463-O 27.98 Node NODE 18.5 -14.3 0463-I 27.42 Node NODE 20.2 -14 0464-O 26.53 Node NODE 20.7 -13.7 0464-I 26.39 Node NODE 20.8 -13.6 0677 8.5 Node NODE 33 -5.8 0702-O 4.19 Node NODE 35 -4 0702-I 1.76 Node NODE 42.9 -2.9 0703 1 Node NODE 43.2 -2.6 SRC -5 Supply SUPPLY -104 45.9 0 Date 9/5/2018 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S402 0141 29.5 30.25 7.6 25.6 25.6 1 1.101 1x(BM.Tee-Br)=5 0.75 5 5.75 150 0.107 11.3 -0.3 0.6 0141 0140 30.25 30.25 0.0 25.6 1.5 1.598 1x(BM.Tee-Run)=1 9.14 1 10.14 150 0.0174 11.6 0 0.2 0140 0097 30.25 30.25 25.8 51.4 1.5 1.598 2x(BM.Tee-Run)=2 1x(BM.Tee-Br)=8 9.46 10 19.46 150 0.0634 11.8 0 1.2 0097 0095 30.25 30.25 8.2 59.6 2 2.003 2x(BM.Tee-Run)=2 11.56 2 13.56 150 0.0278 13 0 0.4 0095 0094 30.25 30.25 -21.9 37.7 2 2.003 1x(BM.Tee-Run)=1 12.52 1 13.52 150 0.0119 13.4 0 0.2 0094 0073 30.25 30.25 -18.8 18.9 2 2.003 1x(BM.Tee-Br)=10 8.92 10 18.92 150 0.0033 13.6 0 0.1 0073 0045 30.25 30.25 0 18.9 1.5 1.598 27x(BM.Tee-Run)=27 1x(BM.90)=8 199.7 35 234.7 150 0.0099 13.6 0 2.3 0045 0043 30.25 30.25 0 18.9 2 2.003 2x(BM.Tee-Run)=2 8.92 2 10.92 150 0.0033 16 0 0.0 0043 0042 30.25 30.25 18.8 37.7 2 2.003 1x(BM.Tee-Br)=10 0.58 10 10.58 150 0.0119 16 0 0.1 0042 0462-O 30.25 29.32 66.3 104 2 2.003 1x(coupling)=1.3 1x(BM.Tee-Run)=1 1x(BM.90)=10 3.33 12.3 15.63 150 0.0779 16.1 0.4 1.2 0462-O 0462-I 29.32 28.76 0 104 2 0 0.56 0 0.56 0 0.0005 17.8 0.2 0 RISER MANIFOLD *** 0462-I 0463-O 28.76 27.98 0 104 2 2.003 1x(coupling)=1.3 0.78 1.3 2.08 150 0.0779 18 0.3 0.2 0463-O 0463-I 27.98 27.42 0 104 2 0 0.56 0 0.56 0 2.5391 18.5 0.2 1.4 CV-1 FR Check *** 0463-I 0464-O 27.42 26.53 0 104 2 2.003 1x(coupling)=1.3 0.82 1.3 2.11 150 0.0779 20.2 0.4 0.2 0464-O 0464-I 26.53 26.39 0 104 2 0 0.14 0 0.14 0 0.0033 20.7 0.1 0 butterfly *** 0464-I 0677 26.39 8.5 0 104 2 2.003 2x(us.Tee-Br)=25.91 1x(BM.Tee-Run)=1 1x(BM.90)=10 19.96 36.91 56.87 150 0.0779 20.8 7.8 4.4 Date 9/5/2018 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 0677 0702-O 8.5 4.19 0 104 4 4.26 1x(coupling)=1.32 2x(us.90)=26.33 1x(us.Tee-Br)=26.33 10.25 53.98 64.24 120 0.003 33 1.9 0.2 0702-O 0702-I 4.19 1.76 0 104 4 0 2.43 0 2.43 0 2.7984 35 1.1 6.8 AmesC200V *** 0702-I 0703 1.76 1 0 104 4 4.26 1x(coupling)=1.32 0.76 1.32 2.08 120 0.003 42.9 0.3 0 0703 SRC 1 -5 0 104 6 6.08 2x(us.90)=42.79 98.17 42.79 140.96 150 0.0003 43.2 2.6 0.0 SRC 45.9 2Path No: S401 0143 29.5 30.25 7.6 25.6 25.6 1 1.101 1x(BM.Tee-Br)=5 0.75 5 5.75 150 0.107 11.3 -0.3 0.6 0143 0038 30.25 30.25 0.0 25.6 1.5 1.598 23x(BM.Tee-Run)=23 1x(BM.Tee-Br)=8 168.68 31 199.68 150 0.0175 11.6 0 3.5 0038 0039 30.25 30.25 18.8 44.4 2 2.003 1x(BM.Tee-Run)=1 6.64 1 7.64 150 0.0161 15.1 0 0.1 0039 0040 30.25 30.25 5.1 49.5 2 2.003 1x(BM.Tee-Run)=1 4.93 1 5.93 150 0.0197 15.2 0 0.1 0040 0042 30.25 30.25 16.8 66.3 2 2.003 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=10 11.95 11 22.95 150 0.0338 15.4 0 0.8 0042 16.1 3Path No: S403 0140 29.5 30.25 7.6 25.8 25.8 1 1.101 1x(BM.Tee-Br)=5 0.75 5 5.75 150 0.1085 11.5 -0.3 0.6 0140 11.8 Date 9/5/2018 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 4Path No: S404 0116 29.5 30.25 7.6 27 27 1 1.101 1x(BM.Tee-Br)=5 0.75 5 5.75 150 0.1181 12.6 -0.3 0.7 0116 0028 30.25 30.25 -8.2 18.8 1.5 1.598 26x(BM.Tee-Run)=26 1x(BM.Tee-Br)=8 181.1 34 215.1 150 0.0098 13 0 2.1 0028 0038 30.25 30.25 0 18.8 2 2.003 3x(BM.Tee-Run)=3 9.89 3 12.89 150 0.0033 15.1 0 0.0 0038 15.1 5Path No: 0141 0143 30.25 30.25 0 0.0 1.5 1.598 2x(BM.Tee-Run)=2 12.42 2 14.42 150 0 11.6 0 0 0143 11.6 6Path No: 0095 0209 30.25 30.25 0 21.9 1.5 1.598 2x(BM.Tee-Run)=2 1x(BM.Tee-Br)=8 10.87 10 20.87 150 0.0131 13.4 0 0.3 0209 0040 30.25 30.25 -5.1 16.8 1.5 1.598 13x(BM.Tee-Run)=13 1x(BM.Tee-Br)=8 188.83 21 209.83 150 0.008 13.7 0 1.7 0040 15.4 7Path No: 0094 0043 30.25 30.25 0 18.8 1.5 1.598 31x(BM.Tee-Run)=31 2x(BM.Tee-Br)=16 199.7 47 246.7 150 0.0099 13.6 0 2.4 0043 16 8Path No: 0116 0099 30.25 30.25 0 8.2 1.5 1.598 4x(BM.Tee-Run)=4 1x(BM.Tee-Br)=8 18.6 12 30.6 150 0.0021 13 0 0.1 0099 0097 30.25 30.25 0 8.2 2 2.003 2x(BM.Tee-Run)=2 9.89 2 11.89 150 0.0007 13 0 0 0097 13 Date 9/5/2018 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 9Path No: 0209 0254 30.25 30.25 0 5.1 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 1x(us.90)=4.76 5.44 11.76 17.2 150 0.0017 13.7 0 0.0 0254 0257 30.25 40.75 0 5.1 1 1.049 1x(us.Tee-Br)=5 10.5 5 15.5 120 0.0105 13.7 -4.5 0.2 0257 0282 40.75 40.75 0 5.1 1 1.101 14x(BM.Tee-Run)=14 3x(BM.Tee-Br)=15 196.73 29 225.73 150 0.0055 9.3 0 1.2 0282 0283 40.75 30.58 0 5.1 1.25 1.394 10.17 0 10.17 150 0.0017 10.6 4.4 0.0 0283 0284 30.58 30.25 0 5.1 1 1.049 1x(us.90)=2 0.33 2 2.33 120 0.0105 15 0.1 0.0 0284 0039 30.25 30.25 0 5.1 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 1x(BM.90)=5 3.46 11 14.46 150 0.0055 15.2 0 0.1 0039 15.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 10.59 ft/s occurs in the following pipe(s): (0462-O-0042), (0463-O-0462-I), (0464-O-0463-I), (0677-0464-I) Date 9/5/2018 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg